Loading...
FLD2006-10058• t DO Lj, w ,. 4 BET- . "-tea .? T7 c 2+ A Q'! JTW DT TSE: g a ' P j L iv? ^. Ys !i COMP y?i ?. /o J? G r. .r te a ., i DRIC:: 12 10(p 1 CLWI.-,everLheet ti 0 Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ? SUBMIT APPLICATION FEE $ i CASE #: RECEIVED BY (staff initials): DATE RECEIVED: RECEIVED D * NOTE: 15 TOTAL SETS OF INFORMATION REQUI RED (APPLICATIONS PLUS SITE PLAN SETS) PLANNING DEPARTMENT CITY OF CLEARWATER FLEXIBLE DEVELOPMENT APPLICATION Residential Infill Project (Revised 03/28/2006) PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) Alice H. Nisk and Ronald P. Nisk, as Trustees of the APPLICANT NAME: Alice H. Nisk Revocable Trust, dated 11/26/91 MAILING ADDRESS: 2380 Campbell Road, Clearwater, FL 33765-1503 PHONE NUMBER: 727-799-2059 CELL NUMBER: PROPERTY OWNER(S): Same as applicant J 09 T List ALL owners on the deed AGENT NAME: E. D. Armstrong III, Esquire MAILING ADDRESS: Johnson, Pope, Bokor, Ruppel & Burns, LLP, P.O. Box 1368, Clearwate PHONE NUMBER: 727-461-1818 FAX NUMBER: 727-462-Q365 FL 33757- CELL NUMBER E: MAIL ADDRESS: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) B1dg.-?_')2b'UUU Site 325,000 PROJECT NAME: 7-Eleven PROJECT VALUATION: Total$ 8?6, 60? STREET ADDRESS 220 Norman Drive PARCEL NUMBER(S): PARCEL SIZE (acres): acre PARCEL SIZE (square feet): x 100' sq. LEGAL DESCRIPTION: Lot- 2, Blk. D., Temple Terrace First Addition, Plat Book 41,: Page 9, Public Records of Pinellas County PROPOSED USE(S): Oft-street . parking and drainage serving proposed 7-eleven at 2212 DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, speck use, etc.) See Exhibit "A" attached 8 11, Page 1 of 8 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO x (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) ? SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. ? 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. See Exhibit "A" attached for responses to Criteria 1 through 6 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. Page 2 of 8 WRITTEN SUBMITTAL REQUIREMENTS: (Residential Infill Project Criteria) ? Provide complete responses to the seven (7) RESIDENTIAL INFILL PROJECT CRITERIA- Explain how each criteria is achieved, in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. See Exhibit "A" for responses to Criteria 1 through 7 2. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. 5. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 6. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a w hole. 7. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Page 3 of 8 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) ? A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ? If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ? At a minimum, the STORMWATER PLAN shall include the following; ? Existing topography extending 50 feet beyond all property lines; ? Proposed grading including finished floor elevations of all structures; ? All adjacent streets and municipal stone systems; ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ? ACE//DGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): btormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4202.A) ? SIGNED AND SEALED SURVEY (including legal description of properly) -One original and 14 copies; ? TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) -please design around the existing trees; ? TREE INVENTORY; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; ? LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ? GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; Page 4 of 8 • • G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) 13 SITE PLAN with the following information (not to exceed 24"x 36"): _ Index sheet referencing individual sheets included in package; _ North arrow; _ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; _ All dimensions; _ Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; _ All required setbacks; _ All existing and proposed points of access; _ All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including _ description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; _ Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas _ and water lines; _ All parking spaces, driveways, loading areas and vehicular use areas; _ Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening _ (per Section 3-201(D)@ and Index #701); _ Location of all landscape material; _ Location of all onsite and offsite stommater management facilities; _ Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. L3 SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: _ Land area in square feet and acres; _ Number of EXISTING dwelling units; _ Number of PROPOSED dwelling units; _ Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the _ number of required spaces; Total paved area, including all paved parking spaces & driveways, _ expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility _ easement; _ Building and structure heights; _ Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. EXISTING REQUIRED PROPOSED O REDUCED COLOR SITE PLAN to scale (8 %: X 11); O FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: _ One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stornwater management for the parcel; _ All open space areas; _ Location of all earth or water retaining walls and earth berms; _ Lot lines and building lines (dimensioned); _ Streets and drives (dimensioned); _ Building and structural setbacks (dimensioned); Structural overhangs; Page 5 of 8 • • H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4.1102.A) ? LANDSCAPE PLAN with the following information (not to exceed 24'x 36"): All existing and proposed structures; Names of abutting streets; _ Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; _ Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees or-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required _ tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant _ schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all _ existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and _ protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ? REDUCED COLOR LANDSCAPE PLAN to scale (8 %X 11); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) ? BUILDING ELEVATION DRAWINGS - with the following information; All sides of all buildings; Dimensioned; Colors (provide one full sized set of colored elevations); Materials; ? REDUCED BUILDING ELEVATIONS - same as above to scale on 8 %1 X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8 %2 X 11) (color), if submitting Comprehensive Sign Program application. Page 6 of 8 K. TRAFFIC IMPACT STUDY: (Section 4.202.A.13 and 4-801.C) Q Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: ¦ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. ¦ Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. ¦ Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a °Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562.4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. 0 Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post•development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. raffic Impact Study is not required CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. . CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding thes a requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described ' application. RignVure WfNgQrtyoner frlrfpres ative trng STATE OF FLORIDA, COUNTY OF PINEIRJ Sworn to and subscribed before me this 'bay of October A.D. 20 ZT-to me and/or by E. E. Armstrong II> who is personally knowntwic as identification. Notary public, My commission ex ires______ Page 7 of 8 MY COMMISSION # DD 310910 EXPIRES: July 4, 2008 Bonded Thru Notary Public Underwriters • N. AFFIDAVIT TO AUTHORIZE AGENT: . 1. Provide names of all property owners on deed - PRINT full names: Alice H. Nisk, Trustee Ronald P. Nisk, Trustee • 2. That (I amAfve are) the owner(s) and record title holder(s) of the following described. property (address or general location): Parcel Nos. 07/29/16/90126/004/0010 07/29/16/90126/004/0290 07/29/16/90126/00 07/29/1b/00000/330/1200 07/29/16/90126/004/0300 3. That this property constitutes the property for which a request for a: (describe request) Flexible development application €g.:!7 comprehensive inf ill and residential inf ill 4. That the undersigned (has/have) appointed and (doestdo) appoint: E. D. Armstrong III, Esquire and Johnson, Pope, Bokor, Ruppel & Burns, LLP as (histtheir) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives In order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1/we), the undersigned authority, hereby certify that the foregoing is true 94 correct. Property Owner Al ' H . IT r Property Owner Ronald P. Nisk, 63r?ner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of Alice H. Nisk, Tte. and LQ/t J, ` personally appeared Ronald P. Nisk. Tte. who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. W4N-------- COMM Notary Public Signature Notary SreBa? Raidta My Commission Expires: S-D NOW AIWL. 61M Page 8 of 8' 0 • EXHIBIT "A" TO FLEXIBLE DEVELOPMENT APPLICATION FOR RESIDENTIAL INFILL PROJECT 2205 Norman Drive Section B. Description of Request Simultaneously with submittal of this application, the applicant has submitted a Petition for Annexation requesting that the lot located at 2205 Norman Drive ("Residential Infill Parcel") together with the property located at 2212-2216 Drew Street ("Commercial Parcel"), be annexed into the City of Clearwater. The Residential Infill Parcel currently has a zoning designation of "R-4" in unincorporated. Pinellas County with a land use designation of Residential Low. Upon annexation, the applicant requests that the Residential Infill Parcel be assigned a zoning district of "LMDR" and land use designation of Residential Low. The applicant proposes to develop the Commercial Parcel with a 7-Eleven store, as depicted on the proposed site plan submitted with this application. As shown on the proposed site plan, the Residential Infill Parcel and the parcel located at 213 North Belcher Road ("Office Parcel') will provide off-street parking and drainage serving the Commercial Parcel. The Office Parcel is zoned "O" with a land use designation of Residential/Office General. Specifically, the applicant seeks flexible development approval to (i) permit non- residential off-street parking in the Low Medium Density Residential (LMDR) District with outdoor lighting remaining on from dusk to dawn as a Residential Infill Project, under the provisions of Section 2-204.E; and (ii) permit a wall six feet high in the front setback in the Low Medium Density Residential (LMDR) District as a Residential Infill Project under the provisions of Section 2-204.E. The use as off-street parking is a Level Two use in the "LMDR" district with the criteria set forth in Section 2-204(C). The proposed development meets all but one of the criteria in that it is surface parking serving a contiguous parcel, no off-street parking spaces are located within the required front setback nor within 10 feet of a side lot line and the spaces are buffered by a wall and landscaping. Since the use being served is open 24 hours, seven days a week, the proposed development cannot meet the criteria of automatically turning off lights at 9:00 p.m. Accordingly, this is a request for Residential Infill rather than flexible approval of off-street parking. Section D. Written Submittal Requirements General Applicability Criteria: 1) The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The overall project is bounded on three sides by roads - Drew Street, Belcher Road and Norman Drive. Along its easterly property line, the Residential Infill • 0 Parcel adjoins one contiguous residential lot and, along its northerly property line, Norman Drive. The project has been designed to remain in harmony with the residential nature of Norman Drive. A sidewalk will be installed along Norman Drive and the northerly portion of the Residential Infill Parcel will be occupied by a stormwater pond which will be heavily landscaped and include trees. A 6' high masonry buffer wall will be installed along the easterly property line to screen the three off-street parking spaces located on the Residential Infill Parcel from the adjoining residential parcel. As to bulk/coverage, the proposed development meets all open space and impermeable surface requirements. There are no vertical structures, other than the buffer wall, proposed on the Residential Infill Parcel. 2) The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The consolidation of the Residential Infill Parcel, Office Parcel and Commercial Parcel into a unified, well-designed and heavily landscaped project is preferable to leaving the existing residence located on the Residential Infill Parcel, which adjoins existing office and commercial uses. Use of the Residential Infill Parcel as a buffer area prevents adjoining office and commercial uses (which are allowed today) from impairing the value of adjoining residential property. 3) The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The project will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. As previously discussed, an 8' high masonry wall will be installed for buffering and safety purposes. The addition of stormwater retention will improve drainage conditions. 4) The proposed development is designed to minimize traffic congestion. The traffic pattern as shown on the proposed site plan will allow ingress and egress from westbound Drew Street and northbound Belcher Road. No vehicles will have direct access from the property to Norman Drive. 5) The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. This intersection of Drew Street and Belcher Road is an appropriate location for a 7-Eleven convenience store and gas station. There is a similar facility on the southwest corner of the intersection. As previously discussed, the Residential Infill Parcel development with parking, landscaping and retention is consistent with the character of adjoining residential neighborhood on Norman Drive. 2 • • 6) The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. The overall project is designed with an orientation to Drew Street and Belcher Road. The applicant will take all possible measures to orient lighting in a manner such as not to infringe into the residential neighborhood on Norman Drive. For security purposes there will be a light on the parking spaces on the Residential Infill Parcel. The wall and landscaping, new sidewalk and stormwater pond will visually enhance the area as viewed from the neighborhood to the north. Residential Infill Project Criteria: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. There is no vertical development, other than the 6' high masonry wall, proposed for the Residential Infill Parcel. The deviation requested, as to off-street parking criteria, is to allow outdoor lighting to remain lit from dusk to dawn. 2. The development of the parcel proposed for development as a residential infill project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) The Residential Infill Parcel abuts the Commercial Parcel, Office Parcel and one residential lot, located to the east. The annexation of these parcels and consolidation of development will enhance his area. The redevelopment includes removal of an existing billboard on the property. As for the abutting residential lot, it currently abuts the Commercial Parcel which may be developed with commercial uses without flexible approval. Through the proposed plan, the lot will be buffered by a 6' masonry wall which will be viewed along the lot's westerly and southerly lot lines. 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. The use as off-street parking is permitted in the city and is a Level Two use in the "LMDR" district. 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. Use of the Residential Infill Parcel for offstreet parking, buffering and drainage are compatible uses with the Norman Drive neighborhood. 3 5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development. The redevelopment will improve the appearance of this area, which is currently occupied by mixed uses, including office and a used car lot. The proposed project includes drainage and planting of lush landscaping, including trees, which will greatly upgrade this area from its current condition. 6. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Annexation of the property into the City, coupled with a unified development plan, allows the City's design review of the project for this intersection of Drew and Belcher. As shown by the proposed plans, the proposed development will be attractively designed and heavily landscaped which will be an improvement to this corner. 7. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. As to this Residential Infill application, the specific flexibility that is requested is to allow offstreet parking on the Residential Infill Parcel, with lighting turned on from dusk to dawn. The parking area will serve a retail use open 24 hours a day, seven days a week. It is important to have the parking area well lit for safety of persons going to and from their vehicles. All lighting will be designed and oriented such as to not interfere with any residential neighborhood. Other criteria for offstreet parking as a Level Two use in "LMDR" (Section 2- 204(C)) are met as follows: (i) The Residential Infill Parcel is contiguous to the Commercial Parcel, which the use serves; (ii) Parking setbacks are met or exceeded; (iii) The offstreet parking area is screened by a 6' masonry wall with landscaping on its external side; and (iv) All parking spaces are surface parking spaces. 12/14/2006 10:34 AM 46449.112347 #388186 v2 - Boos/Drew/Ex to Res Infill 4 to, YYV . o ». e rwater. • Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ? SUBMIT APPLICATION FEE $ * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) RECEIVED DEC 14 2166 PLANNING DEPARTMENT CITY OF CLEARWATER FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 04/28/2006) -PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) Alice H. Nisk and Ronald P. Nisk, As Trustees of the APPLICANT NAME: Alice H Nisk Revocable Trust, dated 11/26/91 MAILING ADDRESS: 2380 Campbell Road, Clearwater, FL 33765-1503 PHONE NUMBER: 727-799-2059 CELL NUMBER: PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: Same as. applicant E. D. Armstrong III, Esquire Johnson; Pope, 86kor,. Riippel & Burns, LLP, P.O. Box 1368. Clearwater FL 33757-1368 727-461-1818 FAX NUMBER: `727-462-0365 - E-MAILADDRESS: [)A /,jfll ^ B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) Bldg. $525,000 Site 325",000 PROJECT NAME: 7-Eleven PROJECT VALUATION: Tota $ l $.gSn,Onn STREET ADDRESS 2212-2216 Drew Street and 213 North Belcher Road PARCEL NUMBER(S): See Exhibit "A" attached PARCEL SIZE (acres): .92 acre PARCEL SIZE (square feet): 40,088.86 sq. f t . LEGAL DESCRIPTION: See Exhibit "A" attached PROPOSED USE(S)- DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) - Eleven Store See Exhibit "B" attached CASE #: RECEIVED BY (staff initials): DATE RECEIVED: Page 1 of 8 0 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) ? SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. ? 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. See Exhibit "B" attached for responses to Criteria 1 through 6 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. Page 2 of 8 • • WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) ? Provide complete responses to the eight (8) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA - Explain how each criteria is achieved, in detail: 1. The development or redevelopment is otherwise impractical without deviations from the use and/or development standards set forth in this zoning district See Exhibit "B" attached for responses to Criteria 1 through 6 2. The development or redevelopment will be consistent with the goals and policies of the' Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor, d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. Flexibility with regard to use, lot width, required setbacks, height and off-street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ? Changes in horizontal building planes; ? Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ? Variety in materials, colors and textures; ? Distinctive fenestration patterns; ? Building stepbacks; and ? Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Page 3 of 8 • STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) ? A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement ? If a plan is not required, the narrative shall provide an explanation as to why the site is exempt ? At a minimum, the STORMWATER PLAN shall include the following; ? Existing topography extending 50 feet beyond all property lines; ? Proposed grading including finished floor elevations of all structures; ? All adjacent streets and municipal storm systems; ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? Signature and seal of Florida Registered Professional Engineer on all plans and calculations.. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ? ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): ,Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) ? SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; ? TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; ? TREE INVENTORY; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; ? LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (le. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Obordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ? GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; Page 4 of 8 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) 13 SITE PLAN with the following information (not to exceed 24° x 36°): _ Index sheet referencing individual sheets included in package; _ North arrow; _ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; _ All dimensions; _ Footprint and size of all EXISTING buildings and structures; _ Footprint and size of all PROPOSED buildings and structures; _ All required setbacks; _ All existing and proposed points of access; _ All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including _ description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; _ Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas _ and water lines; _ All parking spaces, driveways, loading areas and vehicular use areas; _ Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening _ (per Section 3-201(D)(i) and Index #701); _ Location of all landscape material; _ Location of all onsite and offsite stormwater management facilities; _ Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: EXISTING REQUIRED PROPOSED _ Land area in square feet and acres; _ Number of EXISTING dwelling units; _ Number of PROPOSED dwelling units; _ Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the _ number of required spaces; ' Total paved area, including all paved parking spaces & driveways, _ expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility _ easement; _ Building and structure heights; _ Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. O REDUCED COLOR SITE PLAN to scale (8 %I X 11); C3 FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: _ One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; _ All open space areas; _ Location of all earth or water retaining walls and earth berms; _ Lot lines and building lines (dimensioned); _ Streets and drives (dimensioned); _ Building and structural setbacks (dimensioned); Structural overhangs; Page 5 of 8 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4.1102.A) ? LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): _ All existing and proposed structures; _ Names of abutting streets; _ Drainage and retention areas including swales, side slopes and bottom elevations; _ Delineation and dimensions of all required perimeter landscape buffers; _ Sight visibility triangles; _ Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant _ schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all _ existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and _ protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and _ percentage covered; _ Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ? REDUCED COLOR LANDSCAPE PLAN to scale (8 % X 11); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) ? BUILDING ELEVATION DRAWINGS -with the following information; _ All sides of all buildings; _ Dimensioned; _ Colors (provide one full sized set of colored elevations); _ Materials; Sight visibility triangles; ? * REDUCED BUILDING ELEVATIONS -same as above to scale on 8 Y2 X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign program application, as applicable (separate application and fee required). ? Reduced signage proposal (8 Y3 X 11) (color), if submitting Comprehensive Sign Program application. Page 6 of 8 K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) O Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineers (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. ? Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and postdevelopment levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. ,Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. El Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): 14 " Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study.is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph property described in this application. E Siq3atuW of psr4pze, rots o?w IrIoIr representative STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this26th day of October . , A.D. 20 06 to me and/or by rmstronq III, who is personally known -ims - ,as-ideRW*ebeR? Notary public, My commission expires: Page 7 of 8 MY COMMISSION # DD 310910 EXPIRES: July 4, 2008 Bonded Thru Notary Public Underwriters 0 • N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: Alice H. Nisk, Trustee Ronald P. Nisk, Trustee 2. That (I amtwe are) the owner(s) and record title holder(s) of the following described property (address or general location): Parcel Nos. 07/29/16/90126/004/0010 07/29/16/90126/004/0290 07/29/16/90126/ 07/29/16/00000/330/1200 07/29/16/90126/004/0300 3. That this property constitutes the property for which a request for a: (describe request) Flexible development application for comprehensive infill and residential infill 4. That the undersigned (hasihave) appointed and (does/do) appoint E. D. Armstrong III, Esquire and Johnson, Pope, Bokor, Ruppel & Burns, LLP as (hisRheir) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (I/we), the undersigned authority, hereby certify that the foregoing is true onO correct. i Property Owner r ry, Property Owner Ronald 'P..N?ii`sk, qTMQWier STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of 11 Alice H. Nisk, Tte. and personally appeared Ronald P. Nisk. Tte . who having been first duly swom ao? Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. Notary f Notary Public Signature My Commission Expires: 0020 Page 8 of 8 r,nn1D11 I TO COMP. INFILL SECTION 7, TOWNSHIP 29 S., RANGE 16 E., I PINELLAS COUNTY. FLORIDA D E S C R I P T I O N 07/29/16/90126/004/0010: LOT 1, BLOCK D, FIRST ADDITION TO TEMPLE TERRACE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 07/29/16/90126/004/:029.0 THE EAST 47 FEET OF LOT 29, BLOCK D, FIRST ADDITION TO TEMPLE TERRACE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 07/.29/16/90126/004/0300 AND 07/29/16/00000/330/1200: BEING THE WEST 150 FEET OF THE SOUTH 190 FEET OF THE SOUTHWEST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS ROAD RIGHT-OF-WAY AND ALL OF LOT 30 AND THE WEST 14 FEET OF LOT 29, BLOCK "D", FIRST ADDITION TO TEMPLE TERRACE AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF SAID PINELLAS COUNTY, FLORIDA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A SET CONCRETE MONUMENT IN THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF DREW STREET (STATE ROAD #590, COUNTY ROAD #61) (100 FOOT RIGHT-OF-WAY) RUNNING THENCE (1) ALONG SAID LINE OF BELCHER ROAD NORTH 00 DEGREES 01 MINUTES 19 SECONDS EAST 140.00 FEET TO A SET CONCRETE MONUMENT IN LINE OF LAND NOW OR FORMERLY OF LLOYD KING; THENCE (2) IN PART ALONG SAID LINE OF LAND OF LLOYD KING AND IN PART ALONG LINE OF LAND NOW OR FORMERLY OF HARRY N. WAGNER AND IN PART ALONG LINE OF LAND NOW OR FORMERLY OF 0. PHILLIPS, SOUTH 89 DEGREES 22 MINUTES 51 SECONDS EAST 175.00 FEET TO A SET CONCRETE MONUMENT IN LINE OF LAND NOW OR FORMERLY OF G. ROBERT WALLACE; THENCE (3). ALONG SAID LINE OF LAND OF G. ROBERT WALLACE SOUTH 00 DEGREES 01 MINUTES 19 SECONDS WEST 140.00 FEET TO A SET CONCRETE MONUMENT IN THE SAID LINE OF DREW STREET; AND THENCE (4) ALONG THE SAID LINE OF DREW STREET NORTH 89 DEGREES 22 MINUTES 51 SECONDS WEST 175.00 FEET TO THE PLACE OF BEGINNING. SAID PROPERTY ALSO BEING DESCRIBED AS FOLLOWS: THE WESTERLY 150.00 FEET OF THE SOUTHERLY 190.00 FEET OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS EXISTING RIGHT-OF-WAY FOR BELCHER ROAD AND DREW STREET, AND ALL OF LOT 30 AND THE WESTERLY 14.00 FEET OF LOT 29, BLOCK "D" FIRST ADDITION TO TEMPLE TERRACE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA i • • EXHIBIT "B" TO FLEXIBLE DEVELOPMENT APPLICATION FOR COMPREHENSIVE INFILL REDEVELOPMENT PROJECT 2212-2216 Drew Street 213 North Belcher Road Section B. Description of Request Simultaneously with submittal of this application, the applicant has submitted a Petition for Annexation requesting that the property located at 2212-2216 Drew Street ("Commercial Parcel"), together with the lot located at 2205 Norman Drive ("Residential Infill Parcel") be annexed into the City of Clearwater. The Commercial Parcel currently has a zoning designation of "C-2" in unincorporated Pinellas County with a land use designation of Commercial General. Upon annexation, the applicant requests that the Commercial Parcel be assigned a zoning district of "C," which is consistent with its land use designation of CG on the Clearwater Comprehensive Land Use Plan. The applicant proposes to develop the Commercial Parcel with a 7-Eleven store, as depicted on the proposed site plan submitted with this application. As shown on the proposed site plan, the Residential Infill Parcel and the parcel located at 213 North Belcher Road ("Office Parcel") will provide off-street parking and drainage serving the Commercial Parcel. The Office Parcel is currently located in the city limits, zoned "O" with a land use designation of Residential/Office General. The applicant seeks flexible development approval of a comprehensive infill redevelopment project to allow the following: (i) to permit an automobile service station in the Commercial (C) District contiguous to a parcel of land designated as residential within the zoning atlas, with a reduction to the front (south) setback from 25 feet to 15 feet (to pavement and air/vacuum pad), reductions to the front (west) setback from 25 feet to 15 feet (to pavement), reductions to the side (north) setback from 10 feet to six feet (to sidewalk), as a Comprehensive Infill Redevelopment Program under the provisions of Section 2-704.C; (ii) to permit nonresidential off-street parking in the Low Medium Density Residential (LMDR) District with outdoor lighting remaining on from dusk to dawn as Residential Infill Project, under the provisions of Section 2- 204.E; (iii) to permit nonresidential off-street parking in the Office (O) District with outdoor lighting remaining on from dusk to dawn under the provisions of Section 2-1003.G; (iv) to permit a wall six feet high in the front setback in the Office (O) District as a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.8.; and • 0 (v) to permit a wall six feet high in the front setback in the Low Medium Density Residential (LMDR) District as a Residential Infill Project under the provisions of Section 2-204.E. Section D. Written Submittal Requirements General Applicability Criteria: 1) The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The overall project is bounded on three sides by roads - Drew Street, Belcher Road and Norman Drive. The project has been designed to remain in harmony with the residential nature of Norman Drive. A sidewalk will be installed along Norman Drive and the northerly portion of the Office Parcel and Residential Infill Parcel will be occupied by a stormwater pond and heavily landscaped. As to bulk/coverage, the proposed development meets all open space and impermeable surface requirements. The size of the proposed building on the Commercial Parcel is 3,030 square feet, which is well below the allowable FAR of .55 for the "C" district and half the size of structures existing on the property today (6,320 square feet). 2) The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The consolidation of the Residential Infill Parcel, Office Parcel and Commercial Parcel into a unified, well-designed project, located in the City of Clearwater, provides a more appropriate development scheme than what exists on the property today. The use of the Office Parcel for drainage and parking is an appropriate transition and buffer between the Commercial Parcel and the residential neighborhood to the north. The proposed plan more appropriately prohibits the development at this northeast corner of Drew and Belcher (on which office and commercial uses exist today) from impairing the value of adjoining residential property. 3) The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The project will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. A 6' high masonry wall will be installed along the abutting residential property for buffering and safety purposes. 2 • • Drainage conditions will be improved by the addition of the stormwater pond. 4) The proposed development is designed to minimize traffic congestion. The traffic pattern as shown on the proposed site plan will allow ingress and egress from westbound Drew Street and northbound Belcher Road. No vehicles will have access to Norman Drive. 5) The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. This intersection of Drew Street and Belcher Road is an appropriate location for a 7-Eleven convenience store and gas station. There is a similar facility at the southwest corner of the intersection. The community character can be described as mixed uses with considerable commercial uses. The parcel located on the southeast corner is a church. 6) The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. The hours of operation of the 7-Eleven will be 24 hours a day, seven days a week; however the proposed plan is designed to orient traffic and activity to the Commercial Parcel. Visually, the neighborhood located to the north of the property will be buffered with landscaping and a stormwater pond. The residential lot to the east is buffered by a 6' masonry wall. Comprehensive Infill Redevelopment Project Criteria: 1. The development or redevelopment is otherwise impractical without deviations from the use and/or development standards set forth in this zoning district. The deviations requested are minimal. The setback reduction will allow a 4' concrete sidewalk located on the northerly side of the building to be located within 6 feet of the property line. The sidewalk is necessary for use of employees of the business. The Office Parcel is currently occupied by a used car lot. The use of the Office Parcel for offstreet parking serving the Commercial Parcel will provide a less intense use of the Office Parcel as viewed from the residential neighborhood to the north. 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3 • • The proposed redevelopment is consistent with the Clearwater Comprehensive Plan. The use of the Office Parcel and Residential Infill Parcel for offstreet parking and drainage to provide a transition between the Commercial Parcel and the residential neighborhood to the north is sound planning practice. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. The redevelopment will improve the appearance of the northeast corner of Drew and Belcher which is currently a hodgepodge of uses, including an office and a used car lot. The redevelopment will include the removal of a billboard currently located on the property. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. The project is bounded on three sides by streets - Drew Street, Belcher Road and Norman Drive. There is one residential lot abutting the Residential Infill Parcel. Buffering of this area is provided and discussed in detail in the Residential Infill application. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; C. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. As to the specific requests set forth in this comprehensive infill application: 4 • • The use of the Office Parcel as off-street parking is a use allowed by the Comprehensive Plan in R/OG and allowed as a Level One use in the "O" zoning district, with certain criteria, as set forth in Section 2-1003(G), Clearwater Community Development Code. The proposed off-street parking meets that criteria in that it is surface parking, buffered from residential property by a 6' high masonry wall with landscaping and has adequate access and stacking capacity. The project will not be able to meet the criteria of automatically shutting off lighting at 9:00 p.m. Due to the use as a 24-hour convenience store, the lighting must be available from dusk to dawn for safety and security. The request for a reduced side setback of 6' to pavement will allow a 4' wide sidewalk to be located behind the building for employee use. It will not be visible to passersby. The proposed retail use is permitted on the Commercial Parcel in the "C" zoning district and in the Commercial General category of the Clearwater Comprehensive Plan. 6. Flexibility with regard to use, lot width, required setbacks, height and off- street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; The proposed project will not impact the surrounding properties which are already developed as residential on Norman Drive and retail and office uses located to the east on Drew Street. b. The proposed development complies with applicable design guidelines adopted by the City; The project is not located in an area for which specific guidelines are set forth. Other than the specific requests set forth in this application, the project complies with the development parameters set forth in the Clearwater Community Development Code. The proposed landscaping exceeds Code requirements. C. The design, scale and intensity of the proposed development supports the established or emerging character of an area; The annexation of the Commercial Parcel and Residential Infill Parcel, together with the unified development of those parcels with the Office Parcel already located in the City is appropriate for this area, in which other surrounding parcels are already located in the City of Clearwater. 5 d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ? Changes in horizontal building planes; ? Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ? Variety of materials, colors and textures; ? Distinctive fenestration patterns; ? Building stepbacks; and ? Distinctive roofs forms. A number of these architectural elements have been. incorporated into the architectural design, as depicted on building elevations submitted with this application. The use of parapets will provide screening for a/c and mechanical equipment while breaking the horizontal building plane. Architectural details such as stringcourses, awnings and a variety of materials and colors are included. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Due to the proposed use as a convenience store, there will be minimal building coverage and substantially less coverage that exists on the property today. The site is attractively landscaped and is designed to allow a smooth traffic flow through the property. The proposed unified development scheme is preferable to the existing conditions which consist of a mix of uses located in two different jurisdictions. 12/14/2006 10:01 AM 46449.112347 #388187 0 - Boos/Drew/Ex to Comp Infill 6 Q6 -?l at TLC %Q1, 1.1.. INST 4 92-183944 JUN 2s r 1992 11 1 12m ItJELLAS COUNTY FLA, LE DEED OFF • f rC . E1K 79j? PG 1061 ;?urnL? ?•'""s THIS FEE sXmPLE DEED, made and executed th?hotae 3r o of ALiCE S. Nxox ("Grantor") , poet January, - r iggg address ial 2380 Campbell Road, Clearwater, Plarida 39625, and REVOCABLE TADgT ^ Rreal d P. Under? a9reemente dated Novemb'et 26, 1991 (Collectively, "Grantee"), whose post ofl:ice address is: 2380 Campbell Road, Clearwater, Vlorida 34625. (Wh=erever used herein, the terms VIG=antor" and "Grantee" include all the parties to this of viduals and the successoreaand assigns of corporations.) indi That Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration in hand paid, the receipt and sufficiency of which are hereby mc)mowledged, has granted, bargained, sold and conveyed unto Grantee forever, the following Florida, roperty (the e'd)an follows; County, described Pinellas REAL PROPERTY DESCRIBED IN F,xur9T'?' "A" ATTACHED HERETO AND MADE A PART ?9 EOP. THE PROPERTY CONVEYHIO HERESY I8 NOT HOMESTEAD PROPERTY. valorem reservutions gQBJBCT TO r 1 ad restrictions, Year and or the current e s record, if any, subsequent year and apping, and every TR uE teuallces thereto belonging for appert in right, title or interest, legal or equitable, of Grantor, of, in and to the carne. TO HAVE AND TO HOLD the same in fee simple forever. Lull power and authority is granted by this Deed to Grantee to protect, consersre, sell, ]ease, encumber, mortgage Qf gagor otherwise manage and dispose of the Property or any p It- In no Cass shall any party dealing with Grantee in relation to the Property be obligeda (a) to see to the applica-ion of any funds paid or advanced on the Property; (b) to see that the terms of the trust agreement have been complied with) (c) to inquire into Grantee; or (d) to of; an act: of inquire into the necessity the or terms expediency ot te trust agreement, Every deed or other instrument executed by Grantee in relation to the Property shall be conclusive evidence in favor of eves person relying upon or claiming under such instrument that s (a) the time aL its delivery the trust agreement was in full force and effect) (b) the instrument was executed in accordance with the terms, conditions and limitations contained in the trust agreement and is binding upon all beneficiaries undo= the trust agreements (e) Grantee was duly authorized and empowered to execute and deliver every such instrument; and (d) if the instrument is executed by a successor or suceessora in trust, the successor or %=S =0-=tMGa= F%ta8j=]3 \ ?Tod A. Tamargo, 1204u"•20 V Troaam• S4, C ASS XOMICar. Harkin, Pryo i O'HoL22., F. O. So= 1102 Tnmpa, Plarida 33601 Kna eyn REIrORD VERIFIED BY; i" 6ry .•.•.:11 P.A. LEEN F. UEFlLI1KER, CLERK 8obarP, RECEIVED DEC 14 2006 PLANNING DEPARTMENT CITY OF CLEARWATER P'INELLAS COUNTY FLA. OFF.REC.DK 794' P8 1862 successors in trust have been appointed properly and vested with all. the title, estate, rights, powers, duties and obligations of the predecrassor or predecessors in trust. Any contract, obligation or indebtedness incurred or entered into by Grantee in connection with the Property may be entered into by Grantee in his own name am trustee of an express trust and not individually. Grantee shall have no obligation whatsoever with respect to any such contract, obligation or indebtedness except only as far as the trust property and funds in the actual possessian of Grantee shall bL applicable to its payment and dieclharge, and all persons and corporations whomsoever and whatsoever shall be charged with notice at this condition from the date of the filing for record of this Deed. The interest of the beneficiaries under the said trust agreement shall be deemed personal Pproperty only, to be IN WITNESS ivered Fthe Grantor day and year first h above instrent written. executed and del SIGNED AND DELIVERED IN THE PRESENCE OVi 10 Ann t Name: Denise D. Miles zf- Pr C Name : Rimy ly S. SaMMIC Ae to Al oe H. N s}c MACE 1 - NISIC AL CE H. STATE of FLORIDA. COUNTY OF PINELLAS The faregoia instrument was -acknowledged be-fare me this ?- day of 199•-Z , by ALICE H- NISK, who is personally knowa to as ids ti£i ation and who d d ta) an aoath. has nt or • ",; •?,....... //.t ? (J;? =77J/ ? ./lam" G- v Stamp Name: Laurie A. Mur h • ?'`? Pub O NOTANT FtMUC 6TPIRC g9ii'LY. 7 OF aQ3. 19194 • C'1 4 W Notary My COMMUmtdt) gt. _ 6pK? ,up,,.mwerrusuouuocwVj16ffjMU : A)$IAL,:' EAL) My comirassion exprres t The•folXovsiag inforatatioa is provided pursuant to Florida Statutes Section 689.02(2)1 Property Appraiser Ia parcel IDif: Social security number (8) of Grantee (a) named in deed: trt/nink/doad.A .mra 2. PYHELLAS CDUNTY FLA. IZXITXn?T "A" OFF.REC.BK 7949 Pa 1863 Pftr = Being the West 150 feet of the South 190 Peet of he Southwest 1/4 of the Southwest 114 of Section 7, Township 29 South, Range 16 East, Less Road right-of-way and all of Lot 30 and the West 14 feet of Lot 29, Block "D", First Addition to TEMPLE TERRACE as recorded in P1'ht Book 41, Page 9, of the Public Records' of said Pinellas Nor herly rig right- count and more concrete monument in he intersection of follows: of-way line of Drew Street (State Road HS90, County Road 1161) (100 of-way foot right--of-way) running thence (1) along said line of Belcher to a set Road coNorth 00 degrees ncrete monument Oinmlinee of land now ors formerly of t Lloyd King; thence (2) in part along sai" line of land of Lloyd King and in part along line of land now or formerly of harry N. Wagner and in part along line of land now or formerly of O. Phillips, South 89 degrees 22 minutes Sx seconds Last .175.00 feet to a set concrete monument in lino of land now or formerly of G. Robert. Wallaeot L•hence (3) along said line of land of G. Robert Wallace South 00 degrees 01 minutee 19 secoads West 140.00 feet to a set concrete econds monument In the said line of Drew said Street North 69 degreesn22t)mirut s 511sthe West 175.00 feet to the place of Beginning. Said property also being described as follows: The Westerly 150.00 feet of the Southerly 190.00 feet of- the southwest quarter of Section 7, Township 29 South, Range 16 East, LESS existing rights- of-way for Melchor Road and Drew Street, and, all of Lot 30 and the Westerly 14.00 Coat of Lot 29, Block "D" FIRST ADDITION R`O TEMPLE TERRACE, according to the plat thereof recorded in Plat Hook 41, page 9, of the Public Records of Pinellas County, Plorida. gj&ra 1 2 : T11e East 47 feet of Lot 29, Eldck D, FIRST ADDITION TO TEMPLfl in Plat to m or lat: thereof an Public Records of Pinellas CounO yd Florida.pook 41i,RPagee Z LO ggrcal 3 : Lot 1, Hloc)c D, FIRST ADDITION TO TEMPLE TERRACE, accrdi? Re ng public Plat Hoof: 41, Page of Pinellas County, recorded Florida. cords plat ,?rce1 9 AN `UNDIVIDED ONE-HALF (1/2) I-STEREST IN AND TO THE r0r,LOMPIG: The 9outlzerly 260 feet Of! thef Northerly he51Soutliuvent. 0 feet of 1the Southerly 760 feet or the Westerly 400 100 feet 17, Township 29 South, Range U.S. less the South, g lying and being thereof f for ar right-of-way Highway 19 situate in Pinellas County, Florida. Also described as: From the Southwest corner of Section 17, Township 29 South, Range 16 East, run South 68057102" East along the Southerly line of said Section 17 for 1 distance of 100 feet; thence run North 1003 19 " gouth a (and tha naetexly right-of-way line of U.S. Highway parallel to the Westerly line of said Section 17) tar a distance of 250 feet to the Point of Beginning; thence continue North 1003104" East 260 fast; thence run South 89'57102" Bast 300 feet to a point; thence run South 1003104" West 260 feet to a point; thence run North 880S710211 West 300 feet to the Point of Beginning. paraal Si n traffic o o and across aastriptofolandhrunningafr methetnortherly linenoE - PINELLAS COUNTY FLA• OFF , REC. VK 7949 PO L864 '• the property hereby conveyed to the southerly right-of-way line of Seville Boulevard in Pinellas County, Florida: From the Southwest corner of Section 17, Township 29 South, Range 3_6 East, run South Be degrees 57 minutes 02 seconds East along the Southerly line of said Section 17 for a distance of 100 feett thence run North 1 degree 03 minutes 04 seconds East along the Easterly right-of-way line of U.S. Highway 113.9 (and parallel to the l9en terly line of said Section 17), 760 Feet to a point= thence run South Be degrees 57 minutes 02 Seconde East, 280 feet to the Point of Beginning of said easements thence continue South Be degrees 57 minutes 02 seconds East, 20 feet to a pointl thence run south 1 degree 03 minutes 04 seconds West-, 250 feet to a point] thence run North 06 degrees 57 minutes 02 seconds t Zest to a50 point; feet thence to the Point h degree 03 minutes 04 seconds East, 2 of Beginning of this easement. M. web/nick/lognl-=0 26230832 COS 06-25-92 of DEU- i RECORDING TOTAL: CHECK Al-17. TUDE ED; CHANGE: 09:58:"8 $19.50 .50 z; $i9, 50 t to. 00 11467 9 92-135+03 9 'MIRY n r 149.^.. 7121111.1 w ^ I-r. 1St.^ rV 1:1 • V' 1:1 Pi: ta: 1:) F+IltELLAB Ci]UN7Y F1.At •' QFF,r+L=G.WK 7902 r(B R6f' This Warc•lanLY Dood m/t+la t-1111; Itth silly t',1' Mng, 111111% 11%. Simon pitchan and at?rtnainn P 14chon I litinhund and w i ru t I10 rt• 11t It rLLt I. r,n1 1 u41 Lha, Gr•nnt.urt; nrirl Ronald P. tl3slc And Allco 11. Wlnkt as Il'ruat:ool3 of 1:110 A13.co 11. Nislc Itevoenble Trtfo1: Agrnemont cintod 11/2R/at, wllustt tnA11 I fitl Itririrrt>iK 1 n 2170 SunnYdola Blvd Sto W, Cl.ortrwaterr 83.u 34629 ha?ra.llulrlxt• I:rll Intl I Ittt 01'61,11 V-01". w 1 11' N le H N R 11' 11, '1'1titt. tsnltl ttl•ftltt.ul•, rop stilt) In cotimlt.lnlvttLaii fir Wit? +ittin a[' TEN AND 00/1[In'13 fMIn.Itnl DoJJitt•8 rttitl 0t.1101• gotid rind vltIiltiv,I,:l ottllf;IIlural1.1v.na, t.a t41% Ili 1{1•ttnl.rtr In I Innrl prtJd by Mall grfillt.al., thn I•lir1711.11. ulht•1-t•at' (1t lit- ra•I.y nulttiowLitrigel(, liar, gI•r.11LLid , laut•1;11111 nr1 It Itli unlit ,.a I.Ittt 9r•it nl.it r• ttttrl 14 11111%LooIA Ito 11-6 rar13 vaI. cht..' I'D 1.10-114'1 llti llftltor.ll.t-I I nntl Iat.itt.trd lit 1.111: 110 11111:y of t'llNIML,AR,-?: tllLet or FIuvIties , L+,-1.•1 L: I.•..;: I.ot 2, njovic p, viemi-own wwLILAOR, Ir11,9ST AUDI*I- Intl, It;tr.ot•ctlrtg Of f_r?? Ln Lilt' fJLut. t.htot•.lu 1' t1+i t'neuJt'tl4!.1 Ili PJ I?1. it,enls •I I , I+uN+s ll, tip/,r.'aa I.,wIIbI Ic It,arurlla or 1111111.11 1+111 I:gliltty, l .IL.rtrlll. Pr,t-owa No. n7/2V/ 1 n/t10I 2I1/9111-1/0020 w Llt rtil 1 powut• and nitkhrlr•1 L.y 1:0 prnt.nol.., uanranrVe find to anti, or t.o lonan, nr• to ent?ttinhor fir aVhnrwIaa Lo Innlinlttl nnrr dlispose or Lit* vc!!10 prnport.Y fle"Cl•IL'llSal he rnAIt puraa.inl: ,..,.?:?,) Iln Lion. 680.071 R.B, G1tAN't'EM SOMAI. 13 t1:C.•illt.l'1'Y NU.,,_,,,_._. nftd anitl grnlttor rictil- Itwrolly ruJly warrAtlI I. Its tll:le I.u r1At1i Iltncl, c?tlft %4M rctrinvid r.ho t:ninip nilnJntsL t'.Itr. I,,itritl uIit3pin ur all parsons LI A n whon?anuver, nsctalaL I.n:,ea ror hilu 1af1r IR02 nflri aullsiognant yLlnra, H stint eitsontont.Li ur reoar4i, i.l' nnY, lvl+ llltlt = • . r l Jaris, r ras tr I it V.Ln 1, a I J IlitILaL ("0 rnlt1.01. And cit•nilt.e•n11 Arn t111itf1 havuln rok. r;ingitl#I r or Ialrlr•nl, the K Lntttiinr• glut 1 3 Irtl`J ti+trr Ilse P1311-n I 111,rl Itny Katidav ahn 1.1. A nra tlda Al l gotidors, nn anIII.I+xl. I IN ltIII I - a 1 . I Wl''rNIM48V'S 13 .,.'?l.A,}--?L .» >ti? , • ?a61.Llt?rl .!_Y.l iL._..._r"TiFr Ltx r.T -- ? I. Ltclion t3Jlltnn 11? ` 1 1 L ta > ? C ? _• / .1. _ ; .1S. ._t N nine r/??C.f ?r:Ii ??t?t?lt.r.•.?.... _...?.? ?J:.L?LLIn?I r1.?,!L'LY .?..J•?J. •'5?? L` ? `' ' r I?. ?.. ??..... .? ? ._ • i LI I31•n+n na h 1 ttihall '? tyr:. ? 'ru tcL-r[1nJ e T? ' ! r ? Militia I- _ -fL , nt.en,n7Q•ar, 1'.1 i.• .'f ST. &T r OF FL.nRrnA i ... ............. 1„ . , ... ,, ... COUNTY OF PING:LLA5 i:•t1'''' +. t1• + r r••'.••• Gtr: kL.Ir:"s' Icrr,' •'' 11r .. 7 IMIt1.nY rICI ll'1 PY Lhn t 1.11.1 w day lao 1'nT•43 11143, nn the I o I' I' Lcer fltll Y Stnt.0 ar n gnnii? iod La tltlcel nnItnuwJndKanlant.ta Ise f•sunnl l.Y npponrarl f y 1 man P i Lchoit a+nnn01y hlfown to rnu i h _ aril narlnn ino or wha hna s p0r o d d w1.tw NJtch n, 7iiabet,; d who L 4 J d talto nn on an produced ????J?'.C'a-`?--•1»1tK Itiont.1Ilant ilaarl lit nnrl wha asl:ocllt:ecl the raragning rlcr d . 43 anth to be tho Itcsrnonst ittlt:L•rctmenL itnrl nolcnow.ledged b?eroru nice Mint l.liay oxtectlted I:h43 snore. DnL43d Lh 1 fa tlf:h fifty or Ni+v t 1 mu - gin"? I NO'rA11Y Ui31' hIY GAtl1lpils9.Ian L'?tPlroe! Prapttrorl by and rtnt:urn sart?a??=s"Yaw"'Ims, Rnrbr?r• J, 13Ylaltl IJAND 1('7'PI,E CpM13ANY tilt i'?I.,111111+A, IN(;. lo•267rt0 U. R. 111 N. , Sat(to Mr, Dlazil•wal:nr, 171 0 r•ir(n n•16Y.) 3004-9tll ICARLC1cN F. EIII&L,Rl.lrli, Ct.CZRK 1:1:(:01 1) 1,JE-:P :FIG11 ill' 11••,11 7-11 DREW AND BELCHER STORMWATER NARRATIVE Existing Conditions: The existing site includes a series of commercial buildings and associated asphalt pavement. The stormwater runoff sheet flows off the on-site impervious surfaces to the adjacent rights of way and is collected into the adjacent underground collection system. Proposed Conditions: The proposed development consists of a stand along 7-11 convenience store, covered fuel, asphalt parking and normally dry stormwater pond. The proposed stormwater system includes a normally dry treatment/attenuation pond. The system is designed to treat the first '/2" of runoff from the site and attenuate the post condition 25 year 1 hour storm event to the pre-condition peak discharge. The precondition impervious "C" value is shown as half of the post condition per City requirements. The treated and attenuated runoff is discharged through a modified type "B" control structure and conveyed to an existing inlet at the corner of Drew and Belcher via underground pipe. RECEIVED DEC 14 2006 PLANNING DEPARTMENT CITY OF CLEARWATER yo?q coos QQ o g . ? .110 1 ?f?tttc.. Stage-Storaae-Perimeter Project Name: 7-11 Drew and Belcher Project Number : 528-06 Designer: kez Date: 10.26.06 REV. 12-13-06 Comments: POND 1 (0.5in)*(1FT/12in)*(47,588.86 SF) = 1,982.87 CF (ft) (ft) Area @ Top of Bank(TOB): 5,718.0 Elevation: 74.00 Area @ Design High Water(DHW): 4,953.0 Elevation: 73.50 Area @ Design Low Water(DLW): 3,156.0 Elevation: 72.25 Area @ Bottom/Norm al Water Level(BOT/NWL): 2,155.0 Elevation: 71.50 STAGE AREA VOLUME STAGE AREA VOLUME (ft) (ft) (ft3) (ft) (ft) (ft) 71.50 2,155.0 0.0 72.75 3,936.5 3,807.2 71.55 2,226.3 109.5 72.80 4,007.8 4,005.8 71.60 2,297.5 222.6 72.85 4,079.0 4,208.0 71.65 2,368.8 339.3 72.90 4,150.3 4,413.7 71.70 2,440.0 459.5 72.95 4,221.5 4,623.0 71.75 2,511.3 583.3 73.00 4,292.8 4,835.8 71.80 2,582.6 710.6 73.05 4,364.1 5,052.3 71.85 2,653.8 841.5 73.10 4,435.3 5,272.3 71.90 2,725.1 976.0 73.15 4,506.6 5,495.8 71.95 2,796.3 1,114.1 73.20 4,577.8 5,722.9 72.00 2,867.6 1,255.6 73.25 4,649.1 5,953.6 72.05 2,938.9 1,400.8 73.30 4,720.4 6,187.8 72.10 3,010.1 1,549.5 73.35 4,791.6 6,425.6 72.15 3,081.4 1,701.8 73.40 4,862.9 6,667.0 72.20 3,152.6 1,857.7 73.45 4,934.1 6,911.9 72.25 3,223.9 2,017.1 73.50 5,005.4 7,160.4 72.30 3,295.2 2,180.1 73.55 5,076.7 7,412.5 72.35 3,366.4 2,346.6 73.60 5,147.9 7,668.1 72.40 3,437.7 2,516.7 73.65 5,219.2 7,927.2 72.45 3,508.9 2,690.4 73.70 5,290.4 8,190.0 72.50 3,580.2 2,867.6 73.75 5,361.7 8,456.3 72.55 3,651.5 3,048.4 73.80 5,433.0 8,726.2 72.60 3,722.7 3,232.7 73.85 5,504.2 8,999.6 72.65 3,794.0 3,420.7 73.90 5,575.5 9,276.6 72.70 3,865.2 3,612.1 73.95 5,646.7 9,557.1 74.00 5,718.0 9,841.2 (ft) Volume: 9,841 Volume: 7,108 Volume: 1,992 Volume: 0 TREATMENT VOLUME: 1,992 TOTAL VOLUME VOLUME: 7,108 • ft3 ft3 • Stormwater Calculations 7-11 DREW AND BELCHER EXISTING CONDITIONS: Description Area ft2 x C = pavement 21,392 0.49 building 6,320 0.49 pond 0 1.00 open area 19,877 0.20 0 10,482.1 3,096.8 3,975.4 Cede = 0.37 PROPOSED CONDITIONS: Description Area ft2 x C = pavement 28,134 0.98 building 3,030 0.98 pond 4,953 1.00 open area 11,472 0.20 27, 571.3 2,969.4 4,953.0 2,294.4 Cprop = 0.79 ATTENUATION VOLUME REQUIRED: Volume Required = delta C x A x I x 3600 delta C = 0.43 Area = 1.09 acres I = 4.2 in/hr 25 year 1 hour storm Volume Required = 7007.289 cubic feet WEIR CALCULATION: Q= 3WH3/2 H= .75 ft Q(pre)= 1.69 cfs W= 0.50 ft or 6.00 inches LL Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562.4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ? SUBMIT APPLICATION FEE $ CASE #: RECEIVED BY (staff initials): DATE RECEIVED: NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 04/28/2006) PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) Alice H. Nisk and Ronald P. Nisk, As Trustees of the APPLICANT NAME: Alice H. Nisk Revocable Trust, dated 11/26/91 MAILING ADDRESS: 2380 Campbell Road, Clearwater, FL 33765-1503 PHONE NUMBER: 727-799-2059 CELL NUMBER PROPERTY OWNER(S): Same as applicant List ALL owners on the deed E. D. Armstrong III, Esquire AGENT NAME: 3ohnsori;'P6pe, BOkor,.'Rappel & Burns, LLP, MAILING ADDRESS: P.O. Box 1368, Clearwater, FL 33757-1368 PHONE NUMBER: 727-461-1818 FAX NUMBER: 4727-462-0365 _ CELL NUMBER: EMAIL ADDRESS: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: 7-Eleven PROJECT VALUATION: $ STREET ADDRESS 2212-2216 Drew Street and 213 North Belcher Road PARCEL NUMBER(S): See Exhibit "A" attached PARCEL SIZE (acres): .92 acre PARCEL SIZE (square feet): 40,088.86 LEGAL DESCRIPTION: See Exhibit "A" attached PROPOSED USE.7 - Eleven Store DESCR PTION OF REQUEST: See Exhibit "B" attached Specifically identify the request (include number of units or square -- ---- - - - - footage of non-residential use and all requested code deviations; e.g. reduction in required number of - parking spaces, specific use, etc.) ft. Page 1 of 8 • 0 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNI DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4.202.A.5) ? SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. ? 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. See Exhibit "B" attached for responses to Criteria 1 through 6 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. Page 2 of 8 WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project.Criteria) ? Provide complete responses to the eight (8) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA - Explain how each criteria is achieved, in detail: 1. The development or redevelopment is otherwise impractical without deviations from the use and/or development standards set forth in this zoning district See Exhibit "B" attached for responses to Criteria 1 through 6 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off-street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ? Changes in horizontal building planes; ? Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ? Variety in materials, colors and textures; ? Distinctive fenestration patterns; ? Building stepbacks; and ? Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Page 3 of 8 • E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) ? A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ? If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ? At a minimum, the STORMWATER PLAN shall include the following; ? Existing topography extending 50 feet beyond all property lines; ? Proposed grading including finished floor elevations of all structures; ? All adjacent streets and municipal storm systems; ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? Signature and seal of Florida Registered Professional Engineer on all plans and calculations.. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ? ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): ?. "Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4202.A) C?] SIGNED AND SEALED SURV EY (including legal description of property) -One original and 14 copies; I/ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; TREE INVENTORY; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; e/ LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Cbordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; Page 4 of 8 • 0 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) SITE PLAN with the following information (not to exceed 24"x 36"): Index sheet referencing individual sheets included in package; North arrow; c Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; ? All existing and proposed points of access; All required sight triangles; J Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including _ description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas J and water lines; J All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas* Location of all solid waste containers, recycling or trash handling areas and outside me, apical uipment and all required screening l {per Section 3-201(D)(i) and Index #701); T Location of all landscape material; Location of all onsite and offsite stomwvater management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. 11 SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: J Land area in square feet and acres; Number of EXISTING dwelling units; -? Number of PROPOSED dwelling units; d Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, __?_/expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; -? Building and structure heights; ?? Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. Q REDUCED COLOR SITE PLAN to scale (8 %X 11); EXISTING REQUIRED PROPOSED O IFR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; _ All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Page 5 of 8 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ? LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; f/ Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all _ existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ? REDUCED COLOR LANDSCAPE PLAN to scale (8'/z X 11); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) BUILDING ELEVATION DRAWINGS - with the following information; _ All sides of all buildings; Dimensioned; Colors (provide one full sized set of colored elevations); Materials; Sight visibility triangles; REDUCED BUILDING ELEVATIONS - same as above to scale on 8'/z X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8'/z X 11) (color), if submitting Comprehensive Sign Program application. Page 6 of 8 K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4801.C) El Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. ¦ Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Sooping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. El Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and posWevelopment levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. 1%=Jrraffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): ?" Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study.is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this a plication. E Signatuw ofCtprve ti o III representative STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this26th day of October , A.D. 20 06 to me and/or by E. D. Armstrong III, who is personally known ties Notary public, My commission expires: Page 7 of 8 MY COMMISSION # DD 310910 EXPIRES: July 4, 2008 Bonded Thru Notary Public underwriters • • N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: Alice H. Nisk, Trustee Ronald P. Nisk, Trustee 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): Parcel Nos. 07/29/16/90126/004/0010) 07/29/16/90126/004/0290) 07/29/16/90126/00 07/29/16/00000/330/12001 07/29/16/90126/004/0300 3. That this property constitutes the property for which a request for a: (describe request) Flexible development application for comprehensive infill and residential infill 4. That the undersigned (has/have) appointed and (does/do) appoint: E. D. Armstrong III, Esquire and Johnson, Pope, Bokor, Ruppel & Burns, LLP as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1/we), the undersigned authority, hereby certify that the foregoing is true correct. (:;4 6?? / j i . ner Property Owner Al' 1W Property Owner Ronald P. Nisk, lei2RFA2gfner STATE OF FLORIDA, COUNTY OF PINELLAS 5A day of Before me the undersigned, an officer duty commissioned by the laws of the State of Florida, on this . ! - li i A ce H. N sk, Tte. and personally appeared Ronald P. Nisk, Tte. who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. i i aw-) 12 7. -'- Oei11?M Notary Public Signature j Notary lea . My Commission Expires: ----------- 0020/ Page 8 of 8 EXHIBIT "A" TO COMP- INFTT.T. • • SECTION 7, TOWNSHIP 29 S., RANGE 16 E., PINELLAS COUNTY, FLORIDA D E S C R I P TI O N 07/29/16/90126/004/0010: LOT 1, BLOCK D, FIRST ADDITION TO TEMPLE TERRACE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 07/29/16/90126/004/,-,P2 9P, THE EAST 47 FEET OF LOT 29, BLOCK D, FIRST ADDITION TO TEMPLE TERRACE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 07/.29/16/90126/004/0300 AND 07/29/16/00000/330/1200: j BEING THE WEST 150 FEET OF THE SOUTH 190 FEET OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS ROAD RIGHT-OF-WAY AND ALL OF LOT 30 AND THE WEST 14 FEET OF LOT 29, BLOCK "D", FIRST ADDITION TO TEMPLE TERRACE AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF SAID PINELLAS COUNTY, FLORIDA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A SET CONCRETE MONUMENT IN THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF DREW STREET (STATE ROAD #590, COUNTY ROAD #61) (100 FOOT RIGHT-OF-WAY) RUNNING THENCE (1) ALONG SAID LINE OF BELCHER ROAD NORTH 00 DEGREES 01 MINUTES 19 SECONDS EAST 140.00 FEET TO A SET CONCRETE MONUMENT IN LINE OF LAND NOW OR FORMERLY OF LLOYD KING; THENCE (2) IN PART ALONG SAID LINE OF LAND OF LLOYD KING AND IN PART ALONG LINE OF LAND NOW OR FORMERLY OF HARRY N. WAGNER AND IN PART ALONG LINE OF LAND NOW OR FORMERLY OF 0. PHILLIPS, SOUTH 89 DEGREES 22 MINUTES 51 SECONDS EAST 175.00 FEET TO A SET CONCRETE MONUMENT IN LINE OF LAND NOW OR FORMERLY OF G. ROBERT WALLACE; THENCE (3) ALONG SAID LINE OF LAND OF G. ROBERT WALLACE SOUTH 00 DEGREES 01 MINUTES 19 SECONDS WEST 140.00 FEET TO A SET CONCRETE MONUMENT IN THE SAID LINE OF DREW STREET; AND THENCE (4) ALONG THE SAID LINE OF DREW STREET NORTH 89 DEGREES 22 MINUTES 51 SECONDS WEST 175.00 FEET TO THE PLACE OF BEGINNING. SAID PROPERTY ALSO BEING DESCRIBED AS FOLLOWS: THE WESTERLY 150.00 FEET OF THE SOUTHERLY 190.00 FEET OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS EXISTING RIGHT-OF-WAY FOR BELCHER ROAD AND DREW STREET, AND ALL OF LOT 30 AND THE WESTERLY 14.00 FEET OF LOT 29, BLOCK "D" FIRST ADDITION TO TEMPLE TERRACE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA L -1 N c W ? aW O ?L O? o U. ?u • 0 EXHIBIT "B" TO FLEXIBLE DEVELOPMENT APPLICATION FOR COMPREHENSIVE INFILL REDEVELOPMENT PROJECT 2212-2216 Drew Street 213 North Belcher Road Section B. Description of Request Simultaneously with submittal of this application, the applicant has submitted a Petition for Annexation requesting that the property located at 2212-2216 Drew Street ("Commercial Parcel"), together with the lot located at 2205 Norman Drive ("Residential Infill Parcel") be annexed into the City of Clearwater. The Commercial Parcel currently has a zoning designation of "C-2" in unincorporated Pinellas County with a land use designation of Commercial General. Upon annexation, the applicant requests that the Commercial Parcel be assigned a zoning district of "C," which is consistent with its land use designation of CG on the Clearwater Comprehensive Land Use Plan. The applicant proposes to develop the Commercial Parcel with a 7-Eleven store, as depicted on the proposed site plan submitted with this application. As shown on the proposed site plan, the Residential Infill Parcel and the parcel located at 213 North Belcher Road ("Office Parcel") will provide off-street parking and drainage serving the Commercial Parcel. The Office Parcel is currently located in the city limits, zoned "O" with a land use designation of Residential/Office General. The applicant seeks flexible development approval of a comprehensive infill redevelopment project to allow the following: (i) non-residential off-street parking on the Office Parcel, which will serve the adjoining Commercial Parcel; (ii) a side setback of 6' to pavement where 10' is required, on the Commercial Parcel; and (iii) 90 degree parking spaces with dimensions of 9' by 18'. Section D. Written Submittal Requirements General Applicability Criteria: 1) The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The overall project is bounded on three sides by roads - Drew Street, Belcher Road and Norman Drive. The project has been designed to remain in harmony with the residential nature of Norman Drive. A sidewalk will be installed along • • Norman Drive and the northerly portion of the Office Parcel and Residential Infill Parcel will be occupied by a stormwater pond and heavily landscaped. As to bulk/coverage, the proposed development meets all open space and impermeable surface requirements. The size of the proposed structure on the Commercial Parcel is 3,030 square feet, which is well below the allowable FAR of .55 for the "C" district and half the size of structures existing on the property today (6,320 square feet). 2) The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The consolidation of the Residential Infill Parcel, Office Parcel and Commercial Parcel into a unified, well-designed project, located in the City of Clearwater, provides a more appropriate development scheme than what exists on the property today. The use of the Office Parcel for drainage and parking is an appropriate transition and buffer between the Commercial Parcel and the residential neighborhood to the north. The proposed plan more appropriately prohibits the development at this northeast corner of Drew and Belcher (on which office and commercial uses exist today) from impairing the value of adjoining residential property. 3) The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The project will not adversely affect the healt or safety o ersons residing or working in the neighborhood of the proposed us An 8' hi masonry wall will be installed along the abutting residential property for d-safety purposes. Drainage conditions will be improved by the addition of the stormwater pond. 4) The proposed development is designed to minimize traffic congestion. The traffic pattern as shown on the proposed site plan will allow ingress and egress from westbound Drew Street and northbound Belcher Road. No vehicles will have access to Norman Drive. 5) The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. This intersection of Drew Street and Belcher Road is an appropriate location for a 7-Eleven convenience store and gas station. There is a similar facility at the southwest corner of the intersection. The community character can be described as mixed uses with considerable commercial uses. The parcel located on the southeast corner is a church. 2 • • 6) The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. The hours of operation of the 7-Eleven will be 24 hours a day, seven days a week; however the proposed plan is designed to orient traffic and activity to the Commercial Parcel. Visually, the nei rhood located to the north of the property will be buffered with Ian ping and a stormwater pond. The residential lot to the east is buffered by 8' masonry wall. Comprehensive Infill Redevelopment Oi' TCriteria: 1. The development or redevelopment is otherwise impractical without deviations from the use and/or development standards set forth in this zoning district. The deviations requested ra minimal. The setback reduction will allow a 4' concrete sidewalk located ?.ljl?i-4he building to be located within 6 feet of the property line. The sidewa ee'ssary for use of employees of the business. The Office Parcel is currently occupied by a used car lot. The use of the Office Parcel for offstreet parking serving the Commercial Parcel will provide a less intense use of the Office Parcel as viewed from the residential neighborhood to the north. 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. 4. The proposed redevelopment is consistent with the Clearwater Comprehensive Plan. The use of the Office Parcel and Residential Infill Parcel for offstreet parking and drainage to provide a transition between the Commercial Parcel and the residential neighborhood to the north is sound planning practice. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. The redevelopment will improve the appearance of the northeast corner of Drew and Belcher which is currently a hodgepodge of uses, including a used car lot. Adjoining properties will not suffer substantial detriment as a result of the proposed development. The project is bounded on three sides by streets - Drew Street, Belcher Road and Norman Drive. There is one residential lot abutting the Residential Infill Parcel. Buffering of this area is provided and discussed in detail in the Residential Infill application. 3 • • 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a m ni um standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; C. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. As to the specific requests set forth in this comprehensive infill application: The use of the Office Parcel as off-street parking is a use allowed by the Comprehensive Plan in R/OG and allowed as a Level One use in the "O" zoning district, with certain criteria, as set forth in Section 2-1003(G), Clearwater Community Development Code. The proposed off-street parking meets that criteria in that it is surface parking, buffered from residential property by an 8' high masonry wall with landscaping and has adequate access and stacking capacity. The project will not be able to meet the criteria of automatically shutting off lighting at 9:00 p.m. Due to the use as a 24-hour convenience store, the lighting must be available from dusk to dawn for safety and security. The request for a reduced side setback of 6' to pavement will allow a 4' wide sidewalk to be located behind the building for employee use. It will not be visible to passersby. The proposed retail use is permitted on the Commercial Parcel in the "C" zoning district and in the Commercial General category of the Clearwater Comprehensive Plan. 6. Flexibility with regard to use, lot width, required setbacks, height and off- street parking are justified based on demonstrated compliance with all of the following design objectives: 4 a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; The proposed project will not impact the surrounding properties which are already developed as residential on Norman Drive and retail and office uses located to the east on Drew Street. b. The proposed development complies with applicable design guidelines adopted by the City; The project is not located in an area for which specific guidelines are set forth. Other than the specific requests set forth in this application, the project complies with the development parameters set forth in the Clearwater Community Development Code. The proposed landscaping exceeds Code requirements. C. The design, scale and intensity of the proposed development supports the established or emerging character of an area; The annexation of the Commercial Parcel and Residential Infill Parcel, together with the unified development of those parcels with the Office Parcel already located in the City is appropriate for this area, in which other surrounding parcels are already located in the City of Clearwater. d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ? Changes in horizontal building planes; ? Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ? Variety of materials, colors and textures; ? Distinctive fenestration patterns; ? Building stepbacks; and ? Distinctive roofs forms. A number of these architectural elements have been incorporated into the architectural design, as depicted on building elevations submitted with this application. 5 • • e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Due to the proposed use as a convenience store, there will be minimal building coverage and substantially less coverage that exists on the property today. The site is attractively landscaped and is designed to allow a smooth traffic flow through the property. The proposed unified development scheme is preferable to the existing conditions which consist of a mix of uses located in two different jurisdictions. 10/26/2006 6:10 PM 46449.112347 #388187 v1 - Boos/Drew/Ex to Comp Infill 6 -Clearwater U • Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ? SUBMIT APPLICATION FEE $ CASE #: RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUI RED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Residential Infill Project (Revised 03/28/2006) PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) Alice H. Nisk and Ronald P. Nisk, as Trustees of the APPLICANT NAME: Alice H. Nisk Revocable Trust, dated 11/26/91 MAILING ADDRESS: 2380 Campbell Road, Clearwater, FL 33765-1503 PHONE NUMBER: 727-799-2059 CELL NUMBER PROPERTY OWNER(S): Same as applicant List ALL owners on the deed AGENT NAME: E. D. Armstrong III, Esquire MAILING ADDRESS: Johnson, Pope, Bokor, Ruppel & Burns, LLP, P.O. Box 1368, Clearwate PHONE NUMBER: 727-461-1818 FAX NUMBER: 727-462-Q36 5 FL 33 - CELL NUMBER E-MAIL ADDRESS: k i tam B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: 7-Eleven PROJECT VALUATION: STREET ADDRESS 2205 Norman Drive PARCEL NUMBER(S): PARCEL SIZE (acres): acre PARCEL SIZE (square feet): LEGAL DESCRIPTION: Lot 2, Blk. D., Temple Terrace First Addition, 9, Public Records of Pinellas County. PROPOSED USE(S): -OT-f---street parking an drainage serving propos DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) See Exhibit "A" attached x luu-) i5uu sq. Plat Book 41, P -eleven at 2212 68 Page 1 of 8 0 A-4 i DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) ? SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. ? 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA- Explain how each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. See Exhibit "A" attached for responses to Criteria 1 through 6 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. ` Page 2 of 8 i • WRITTEN SUBMITTAL REQUIREMENTS: (Residential Infill Project Criteria) ? Provide complete responses to the seven (7) RESIDENTIAL INFILL PROJECT CRITERIA- Explain how each criteria is achieved, in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. See Exhibit "A" for responses to Criteria 1 through 7 2. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. 5. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. 6. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a w hole. 7. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Page 3 of 8 9 • E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) ? A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ? If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ? At a minimum, the STORMWATER PLAN shall include the following; ? Existing topography extending 50 feet beyond all property lines; ? Proposed grading including finished floor elevations of all structures; ? All adjacent streets and municipal storm systems; ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ? ACK LE/DGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): ?Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) ? SIGNED AND SEALED SURVEY (including legal description of property) -One original and 14 copies; ? TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) -please design around the existing trees; ? TREE INVENTORY; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; ? LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; ? GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; Page 4 of 8 • G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4202.A) O SITE PLAN with the following information (not to exceed 24" x 36"): Index sheet referencing individual sheets included in package; _ North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; _ All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; _ Location of all street rights-d-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3-201(D)() and Index #701); Location of all landscape material; Location of all onsite and offsite stormwater management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. t] SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: _ Land area in square feet and acres; _ Number of EXISTING dwelling units; _ Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the _ number of required spaces; Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility _ easement; _ Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. EXISTING REQUIRED PROPOSED ? REDUCED COLOR SITE PLAN to scale (8'%X 11); O FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Page 5 of 8 • H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ? LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): All existing and proposed structures; _ Names of abutting streets; _ Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; _ Sight visibility triangles; _ Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required _ tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all _ existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and _ protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and _ percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ? REDUCED COLOR LANDSCAPE PLAN to scale (8'%X 11); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) ? BUILDING ELEVATION DRAWINGS - with the following information; All sides of all buildings; Dimensioned; Colors (provide one full sized set of colored elevations); Materials; ? REDUCED BUILDING ELEVATIONS - same as above to scale on 8 Y X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8'%X 11) (color), if submitting Comprehensive Sign Program application. Page 6 of 8 K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) 0 Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: ¦ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. ¦ Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. • Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. raffic Impact Study is not required CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Ll Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): 4? Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described 'n-thts application. jignVre ?f?ropTt? ownnerfirfpres ative 'ong STATE OF FLORIDA, COUNTY OF PINELA Sworn to and subscribed before me this nay of October , A.D. 20 D6 to me and/or by E. E. Arms tr n I I T who is personally known*xK *I ' d as identification. Notary public, My commission ex ires: Page 7 of 8 MY COMMISSION # DD 310910 EXPIRES: July 4, 2008 Bonded Thru Notary Public Underwriters N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: Alice H. Nisk, Trustee Ronald P. Nisk, Trustee 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): Parcel Nos. 07/29/16/90126/004/0010 07/29/16/90126/004/0290 07/29/16/90126/00 07/29/16/00000/330/1200 07/29/16/90126/004/0300 3. That this property constitutes lbe property for which a request for a: (describe request) • Flexible development application f93; comprehensive infill and residential infill 4. That the undersigned (has/have) appointed and (doestdo) appoint: E. D. Armstrong III, Esquire and Johnson, Pope, Bokor, Ruppel & Burns, LLP as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to Induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1/we), the undersigned authority, hereby certify that the foregoing is true correct. atu-'-- -(;/ 13/y/1,11114- Property Owner ner A ??kT Property Owner Ronald P. Nisk, 6frpLyner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of Alice H. Nisk, Tte. and ersonall a e L eared R 0o i h h d 66a y p pp av ' ' onal o ng been first duly swom -'- P. Nisk Tte, w Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. i - ----- - ------ WN WIN= y Notary Public Signature Notary $ea?? My Commission Expires: - ?-D :(800-432 Rodit A9 n., kt0. ---- I?.?...N NW /0020 Page 8 of 8 • • EXHIBIT "A" TO FLEXIBLE DEVELOPMENT APPLICATION FOR RESIDENTIAL INFILL PROJECT 2205 Norman Drive Section B. Description of Request Simultaneously with submittal of this application, the applicant has submitted a Petition for Annexation requesting that the lot located at 2205 Norman Drive ("Residential Infill Parcel") together with the property located at 2212-2216 Drew Street ("Commercial Parcel"), be annexed into the City of Clearwater. The Residential Infill Parcel currently has a zoning designation of "R-4" in unincorporated Pinellas County with a land use designation of Residential Low. Upon annexation, the applicant requests that the Residential Infill Parcel be assigned a zoning district of "LMDR" and land use designation of Residential Low. The applicant proposes to develop the Commercial Parcel with a 7-Eleven store, as depicted on the proposed site plan submitted with this application. As shown on the proposed site plan, the Residential Infill Parcel and the parcel located at 213 North Belcher Road ("Office Parcel') will provide off-street parking and drainage serving the Commercial Parcel. The Office Parcel is zoned "O" with a land use designation of Residential/Office General. Specifically, the applicant seeks flexible development approval of a residential infill project to allow non-residential off-street parking on the Residential Infill Parcel, which will serve the adjoining Commercial Parcel. The use as off-street parking is a Level Two use in the "LMDR" district with the criteria set forth in Section 2-204(C). The proposed development meets all but one of the criteria in that it is surface parking serving a contiguous parcel, no off-street parking spaces are located within the required front setback nor within 10 feet of a side lot line and the spaces are buffered by a wall and landscaping. Since the use being served is open 24 hours, seven days a week, the proposed development cannot meet the criteria of automatically turning off lights at 9:00 p.m. Accordingly, this is a request for Residential Infill rather than flexible approval of off-street parking. Section D. Written Submittal Requirements General Applicability Criteria: 1) The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The overall project is bounded on three sides by roads - Drew Street, Belcher Road and Norman Drive. Along its easterly property line, the Residential Infill Parcel adjoins one contiguous residential lot and, along its northerly property line, Norman Drive. The project has been designed to remain in harmony with the residential nature of Norman Drive. A sidewalk will be installed along Norman Drive and the northerly portion of the Residential Infill Parcel will be occupied by a 0 • stormwater pond which will be heavily landscaped and include trees. An 8' high masonry buffer wall will be installed along the easterly property line to screen the four off-street parking spaces located on the Residential Infill Parcel from the adjoining residential parcel. As to bulk/coverage, the proposed development meets all open space and impermeable surface requirements. There are no vertical structures, other than the buffer wall, proposed on the Residential Infill Parcel. 2) The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The consolidation of the Residential Infill Parcel, Office Parcel and Commercial Parcel into a unified, well-designed and heavily landscaped project is preferable to leaving the existing residence located on the Residential Infill Parcel, which adjoins existing office and commercial uses. Use of the Residential Infill Parcel as a buffer area prevents adjoining office and commercial uses (which are allowed today) from impairing the value of adjoining residential property. 3) The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The project will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. As previously discussed, an 8' high masonry wall will be installed for buffering and safety purposes. The addition of stormwater retention will improve drainage conditions. 4) The proposed development is designed to minimize traffic congestion. The traffic pattern as shown on the proposed site plan will allow ingress and egress from westbound Drew Street and northbound Belcher Road. No vehicles will have access to Norman Drive. 5) The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. This intersection of Drew Street and Belcher Road is an appropriate location for a 7-Eleven convenience store and gas station. There is a similar facility on the southwest corner of the intersection. As previously discussed, the Residential Infill Parcel development with parking, landscaping and retention is consistent with the character of adjoining residential neighborhood on Norman Drive. 6) The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. 2 • • The overall project is designed with an orientation to Drew Street and Belcher Road. The applicant will take all possible measures to orient lighting in a manner such as not to infringe into the residential neighborhood on Norman Drive. For security purposes there will be a light on the parking spaces on the Residential Infill Parcel. The wall and landscaping, new sidewalk and stormwater pond will visually enhance the area as viewed from the neighborhood to the north. Residential Infill Project Criteria: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. There is no vertical development, other than the 8' high masonry wall, proposed for the Residential Infill Parcel. The deviation requested, as to off-street parking criteria, is to allow outdoor lighting to remain lit from dusk to dawn. 2. The development of the parcel proposed for development as a residential infill project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) The Residential Infill Parcel abuts the Commercial Parcel, Office Parcel and one residential lot, located to the east. The annexation of these parcels and consolidation of development will enhance his area. As for the abutting residential lot, it currently abuts the Commercial Parcel which may be developed with commercial uses without flexible approval. Through the proposed plan, the lot will be buffered by an 8' masonry wall which will be viewed along the lot's westerly and southerly lot lines. 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. The use as off-street parking is permitted in the city and is a Level Two use in the "LMDR" district. 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. Use of the Residential Infill Parcel for offstreet parking, buffering and drainage are compatible uses with the Norman Drive neighborhood. 5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development. The redevelopment will improve the appearance of this area, which is currently occupied by mixed uses, including a used car lot. The proposed project includes 3 drainage and planting of lush landscaping, including trees, which will greatly upgrade this area from its current condition. 6. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Annexation of the property into the City, coupled with a unified development plan, allows the City's design review of the project for this intersection of Drew and Belcher. As shown by the proposed plans, the proposed development will be attractively designed and heavily landscaped which will be an improvement to this corner. 7. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. As to this Residential Infill application, the specific flexibility that is requested is to allow offstreet parking on the Residential Infill Parcel, with lighting turned on from dusk to dawn. The parking area will serve a retail use open 24 hours a day, seven days a week. It is important to have the parking area well lit for safety of persons going to and from their vehicles. All lighting will be designed and oriented such as to not interfere with any residential neighborhood. Other criteria for offstreet parking as a Level Two use in "LMDR" (Section 2- 204(C)) are met as follows: (i) The Residential Infill Parcel is contiguous to the Commercial Parcel, which the use serves; (ii) Parking setbacks are met or exceeded; (iii) The offstreet parking area is screened by an 8' masonry wall with landscaping on its external side; and (iv) All parking spaces are surface parking spaces. 10/26/2006 5:39 PM 46449.112347 #388186 v1 - Boos/Drew/Ex to Res Infill 4 SECTION 7, TOWNSHIP 29 S., RANGE 16 PINELLAS COUNTY, FLORIDA DESCRIPTION EXHIBIT "A" to Petition for Annexation 0 07/29/16/90126/004/0020: E W LLck? gg 0 N Lu C12 C) (D Z U CL LOT 2, BLOCK D, TEMPLE TERRACE, FIRST ADDITION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 9, OF SHE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 07/29/16/90126/00.4/ .29 THE EAST' 47 FEET OF LOT 29, BLOCK D, FIRST ADDITION TO TEMPLE TERRACE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 07/?9/16/90126/004/0300 AND 07/29/16/00000/330/1200: BEING THE WEST 150 FEET OF THE SOUTH 190 FEET OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS ROAD RIGHT-OF-WAY AND ALL OF LOT 30 AND THE WEST 14 FEET OF LOT 29, BLOCK "D", FIRST ADDITION TO TEMPLE TERRACE AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF SAID PINELLAS COUNTY, FLORIDA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A SET CONCRETE MONUMENT IN THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF DREW STREET (STATE ROAD #590, COUNTY ROAD #61) (100 FOOT RIGHT-OF-WAY) RUNNING THENCE (1) ALONG SAID LINE OF BELCHER ROAD NORTH 00 DEGREES 01 MINUTES 19 SECONDS EAST 140.00 FEET TO A SET CONCRETE MONUMENT IN LINE OF LAND NOW OR FORMERLY OF LLOYD KING; THENCE (2) IN PART ALONG SAID LINE OF LAND OF LLOYD KING AND IN PART ALONG LINE OF LAND NOW OR FORMERLY OF HARRY N. WAGNER AND IN PART ALONG LINE OF LAND NOW OR FORMERLY OF 0. PHILLIPS, SOUTH 89 DEGREES 22 MINUTES 51 SECONDS EAST 175.00 FEET TO A SET CONCRETE MONUMENT IN LINE OF LAND NOW OR FORMERLY OF G. ROBERT WALLACE; THENCE (3) ALONG SAID LINE OF LAND OF G. ROBERT WALLACE SOUTH 00 DEGREES 01 MINUTES 19 SECONDS WEST 140.00 FEET TO A SET CONCRETE MONUMENT IN THE SAID LINE OF DREW STREET; AND THENCE (4) ALONG THE SAID LINE OF DREW STREET NORTH 89 DEGREES 22 MINUTES 51 SECONDS WEST 175.00 FEET TO THE PLACE OF BEGINNING. SAID PROPERTY ALSO BEING DESCRIBED AS FOLLOWS: THE WESTERLY 150.00 FEET OF THE SOUTHERLY 190.00 FEET OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS EXISTING RIGHT-OF-WAY FOR BELCHER ROAD AND DREW STREET, AND ALL OF LOT 30 AND THE WESTERLY 14.00 FEET OF LOT 29, BLOCK "D" FIRST ADDITION TO TEMPLE TERRACE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA LL Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Clearwater Telephone: 727-562.4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION- Plans and application are required to be collated, stapled and folded into sets CASE NUMBER: RECEIVED BY (Staff Initials): DATE RECEIVED: * NOTE: ATOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN CONJUNCTION WITH ACOMPLETE LEVEL ON E OR LEVEL TWO APPLICATION. COMPREHENSIVE LANDSCAPE PROGRAM (Revised 03/29/2006) PLEASE TYPE OR PRINT- APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) Alice H. Nisk and Ronald P. Nisk, as Trustees:of The Alice H. Nisk APPLICANT NAME: Revocable Trust, dated 11/26/91 MAILINGADDRESS: 2380 Campbell Road, Clearwater, FL 33765-1503 PHONE NUMBER: 727-799-2059 CELL NUMBER: PROPERTY OWNER(S): Same as applicant List ALL owners on the deed E. D. Armstrong III, Esquire AGENT NAME: MAILINGADDRESS: 911 Chestnut Street Clearwater FL 33756 PHONE NUMBER: 727-461-1818 FAX NUMBER: 727-462-0365 CELL NUMBER: E-MAILADDRESS: 1. ARCHITECTURAL THEME: a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel pro pose d f or th e d e wl op me nt. See Exhibit "A" attached for responses to Items 1 through 5 OR b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. OalrwAl_ RECEIVED C:IDocumentsandSettings lderek.fergusonlDesktoplnewplanningfileslComprehensiveLandscape Program 2006.dqc. O 2U?6 Pagel of 2 I ? U PLANNING DEPARTMLh'. CITY OF CLEARWAT6:t C? ?om?e O,Pr? ORIGINAL RECEIVED NOV 0 2 2006 2. LIGHTING: PLANNING D ENT s r the Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled so that th, ?? business is closed. 3. COMMUNITY CHARACTER: The landscape treatment proposed in the Comprehensive La ndsc ape Program will enhance the c om mu nit y c haract er of the City o f Clearwater. 4. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. 5. SPECIAL AREAOR SCENIC CORRIDOR PLAN: The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area i n which the parcel proposed for devel opment is located. THE LANDSCAPING REQUIREMENTS OF ARTICLE 3, DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA. THE USE OF LANDSCAPE PLANS, SECTIONS / ELEVATIONS, RENDERINGS AND PERSPECTIVES MAYBE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City represents' to visit and photograph t property described in this pli Signature of propertyowner re resentative E. D. Armstrong II? STATE OF FLORIDA, COUNTY OF PINE}6JS Sworn to and subscribed before me this day of November _ J A.D. 20 -O-F--to me and/or by who is personally known GIraK a?d>?a?sat?x NoL4hpublV Mycommission a)pires Jayne E. Sears Commission # DD449633 Expires September 2, 2009 C:1Documents and Settings lderek.ferguson0esktoplnewplannin Page 2 of 2 ORIGINAL RECEIVED QV 0 2 2006 EXHIBIT "A" PLANNING DEPARTMENT TO COMPREHENSIVE LANDSCAPE PROGRAM APPLICA afQF CLEARWATEP FLD2006-10058 2212-2216 Drew Street 213 North Belcher Road This application is submitted in conjunction with applications for flexible development approval for a comprehensive infill redevelopment project and a residential infill project to allow the parcels at the northeast corner of Belcher Road and Drew Street to be redeveloped with a 7-Eleven. The proposed development is described in detail in the applicant's flexible development applications. Written Submittal Requirements 1) Architectural Theme. a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. OR b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. The reason for this request is to provide relief from foundation landscaping along the southerly building facade facing Drew Street. The proposed plan provides a sidewalk along the southerly facade in front of parking spaces. As an alternate, we are adding an additional 273 feet to the interior green space area adjacent to the southerly building facade. The proposed plan also exceeds the tree requirements by adding 65 trees with a total of 159 inches and extra steps have been taken to preserve a number of the large trees found on site. The proposed landscape plan exceeds the code requirement in several other places. The buffer area along Norman Drive to the north is landscaped in excess of Code requirements. This buffer includes a wall with brick veneer, a variety of colorful shrubs, oaks and red cedars to give the buffer a residential feel and provide heavy screening from adjacent residences. The 15' wide perimeter buffers along Drew Street and Belcher Road are also heavily landscaped with a variety of colorful trees and shrubs such as Magnolia and plumbagos. This will turn the corner of Drew and Belcher from barren car lot to a colorful lush landscape. sik;%, r.11i U Q V 0 2 2006 PLANNING DEPART1 kh,,-, CITY OF CLFAPW; .,Tr, Overall, the relatively minor deviation requested is justifiable since the proposed interior green space and number required trees greatly exceed Code requirements. 2) Lighting. Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled so that the lighting is turned off when the business is closed. Proposed lighting will remain lit as the proposed business is a 7-Eleven which will be open 24 hours a day, seven days a week. Lighting is oriented to the business and will not impact any neighboring residential areas which are located on the north side of Norman Drive and to the east of the property. 3) Community Character. The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwater. As shown on the enclosed plan, the proposed landscaping will add a significant amount of new green space to a currently barren landscape. The site will now stand as a beautiful landmark, rather than an eyesore, with its surrounding lush full landscaped buffers. At the entrance to Norman Drive the buffer will have a more residential feel with the addition of the wall with brick veneer and the use of plans found in many of the homeowners' own gardens. 4) Property Values. The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. The level of landscape treatment proposed would be fresh, lush and clean which is a great improvement over the sterile parking lot of broken asphalt currently existing on the site. These changes will be an immediate improvement on the area and will have a significant beneficial impact on the surrounding area. 5) Special Area or Scenic Corridor Plan. The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. Not applicable. 11/2/2006 10:01 AM 46449.112347 #388724 v1 - Boos/DrewSUCompLandscape DATE:10/26/06 CK#:4893 TOTAL:$1,205.00*** BANK:1010100 - BDG WACHOVIA PAYEE:City of Clearwater(v0000060) 'rop/Job/Categ/Acct Invoice Description Amount 01010/101703/21360/1230-0000 10/25/06 Comp Infill & Flexible Devp Fees 1,205.00 1,205.00 A"-),1-z'WCXCA, Spta? 10/30/2006 ?'i'• Receipt #: 1200600000000011096 11:02:16AM Date: 10/30/2006 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLD2006-10058 04 Flexible Commercial 010-341262 1,205.00 Line Item Total: $1,205.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check BOOS DEVL GROUP INC _Rd 4893 In Person 1,205.00 Payment Total: $1,205.00 THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. cReceipt.rpt Page I of 1 1 1 1 1 1 1 1 Transportation Analysis 7-11 Proposed Development Northeast Quadrant of Drew Street and Belcher Road Prep<red For: Boos Development Gjroup, ?n%--. Prepared By: Mesimer and Associates, Inc. March 2007 Transportation Analysis 7-11 Proposed Development Northeast Quadrant of Drew Street and Belcher Road Prepared For: Boos Development Group, Inc. Prepared By: Mesimer and Associates, Inc. 45857 March 2007 NO EU .. Utz ?, . Introduction Boos Development Group, Inc. proposes to develop a 7-11 convenience store with gasoline sales equipment. This development will be located in the northeast quadrant of Drew Street and Belcher Road in Clearwater, Florida. Figure 1 is a Vicinity Map which shows the location of the proposed project. The project is planned to be completed during the year 2008. Following completion of the project, the site will contain a 3,297 square foot building, 24 parking spaces, six (6) dual sided multi-product fuel dispensers (MPDs), overhead canopy, dumpster enclosure, landscaping, site lighting and underground fuel storage tanks. According to a site plan prepared by Keith Zayac and Associates, Inc., access to the facility will be provided via one (1) access connection along Belcher Road and one (1) access connection along Drew Street. Figure 2 is a Preliminary Site Plan that depicts the overall development plan. The purpose of this report is to identify existing and future traffic demand on the ' adjacent roadways and intersections and to determine what roadway modifications will be required, under requirements as set forth by the City of Clearwater. 1 1 1 1 1 1 1 1 -l- 1 1 1 1 1 1 1 1 1 1 VICINITY MAP Range Rd nge Rd? Coachman, C to st f 05?? SUBJECT SITE 2 er c •c U yArtin!;bn PI G1 varsi ty Of " a r , z 6 z w Sharkey R d a Anna Ave a) Lore ma Ln Granger ©r a Ella P) C] QrrTSan Ear 24 m Q' Drew 5t rn ? 528 ' z R ' .gat Petersharg < Junior college, ? Ciearwate, o t al = CL rs Nash St G bpi hitma rt s" ° i bhiwnan st I ? r« Chaucer 5t Chaucer S; Shelley st " Shett? " SS St ?ytCIO b 4 m ?e?r. Sd' Gn tb Cr C:L Q CD m FIGURE 1 \.DELLq NUC If i l'lvm X...NIIIINY LANYWCAPR AWl'11119CIVAC P ILANN, NO KEITH ZAYAC A ASSOCIATES, -- oxAVUtc 9CAlli INC. NORMAN DRIVE - - ----- - -(1t9) 79)•9191 1 r I4r 1 111 YMI WIII WOAD l• IT1111 tAItTT MAW WW IL NMI WrINIAYAi.iOr LE0EN0 N :' r I _? -- j IrF IrNIAI 1[y-? F/i MYbCM / a, 1 ^? 1 A A Y.,r,1 , 1 Q 1 M? bYll•fYwAT , _ WIN.Iwww C` .» .er..u ' ° '- 1 NwincAr ? 'f'i] 1,1,1--••`1f1f I 1 \I I II : l!) 1 - _ ?, I 9 - - - - IvrvNNlr Iva r O a 1 f ; Ir.. .- 1 V ale.yny N..._.._._..1 ? f I 1 NIaIP/INV/,Nf M1MLf: YMrNK{AYICWts, IL. Ym •' - ,• 1 Nf11FINNV NW1N•141N Y11 ? I` 1•' •?f?',r :i) rl.l 1 ... II.Y t \~!I)IV/f wtwlV./WVY I,A • L tllll lVf W411N - - - - - - - - - - - - - - C I ,r_I" -. . .. . 7 Yu Nlow Mlwsvttl.wmorcvV i < ? I_111'.. •i 11. .....• 11.1• .1..,1 1. r :? _.. I.L' rn{(IV {N/N/4/YlY/./(AN/(YAV [.I 0 r I + 1 O:/N/4/YiAY/UN/fYNI r pp ? ILr_> 1 UI/7V/b/(Al1Q/fx)/IiW / ,..) O ? ? ? ? OAIp. I V/N/4/wV1/YM/(0 O OC I {N/ 7Y1 Y/ w 1.Y/ J.N/ VNII l.7 1? YY,,?? YYNVU11O9 :. I ]I? c: V1 {{--?? r W I + I1??1• •lol' 1 -- •• I • uvn laves r! 1lA - NlA1 lla uf.NNr U l II T 1 TmKls ? tYSfLte 7 1 I 1 '- Ir'IO{a U W I I I .IMlwvr m il?l• •I?li/. - ?IIIrAI-.. I v IT/a Q p I -.1[ _ .-.A. ______-_ I ? I I? 1 s. Al(MHIt(MVItYM: 20'W1t i ' I 1 0. NWYi NlA If.MX x 1. YN/NGiNfUNYM 1 ?? /YtwN /!Y/fls/U110X ' {s,NiY/I.CYJO Y/1/YM51 •IO YKtI Q Yo. ?.,? ' „? IOIN INTlY:Yhk1RUUfV•4 YKfl Y Y U Y N Im P.S 6Xw251 NRII. 71 YKts T ---.-- r"/?1?1 DREW STREET t I I ( r1 OF 1 N U H Current Site Development The site of this development is currently utilized for multiple users. The uses include a used car facility operating out of a building containing approximately 1,276 square ' feet, an office building containing 1,560 square feet, a small office building containing 660 square feet and a residential building containing two (2) units. Trip Generation ' Future traffic volumes which will be generated by the proposed development were calculated using rates published in the ITE Trip Generation, 7' Edition. The rates used in this analysis were obtained from the ITE Land Use Code: 853 - Convenience ' Market with Gasoline Pumps. Utilizing these rates, the new development would generate 2,346 net daily trips and ' 79 net PM peak hour trips. These estimated new trips assume that 69 percent of the trips, entering the site, will be made by passerby traffic. The rationale for this projection is based upon an article prepared by William E. Tipton, Sr. and William E. Tipton, Jr., published in the ITE Journal, June 1990. A copy of this article is attached. In addition, in order to estimate the net vehicle trips, we deducted the trip generation ' potential of the existing uses. The ITE does not provide a land use code for used car facilities. Therefore, we have utilized ITE Land Use Code 841 - New Car Sales. ' Table 1, entitled Trip Generation, shows the estimated number of new trips that are anticipated to visit the site each day and during the PM peak hour. 1 1 n Study Area Based upon a conference with City representatives conducted on October 4, 2006, five (5) signalized intersections have been evaluated. These intersections are as follows: Belcher Road and ME Coachman; Drew Street and N.E. Coachman; Drew Street and Belcher Road; Drew Street and Old Coachman; Belcher Road and Cleveland Street. Since the date of the conference, mentioned above, representatives of Mesimer and Associates, Inc. (M&A) have conducted two (2) hour turning movement counts (TMCs) at each of these intersections. -2- ? IIIII? I? ? IIII? IIIIII? IIII? ? ? ? ? ? ? ? ? ? ? III ? 7-11 Drew Street and Belcher Road Table 1 Trip Generation Daily Trips PM Trips Use (ITE) Number of Units Daily Trips In Out PM Pk Hr Trips In Out New Convenience Market w/Gas (853) 12 Dispensers 6510 3255 3255 230 115 115 Total Generated Trips -69% for passerby trips 2474 1237 1237 88 44 44 Minus Existing Use Used Car Sales Facility (841) 4 Employees 84 42 42 4 2 2 Office Space (710) 2220 S. F. 24 12 12 3 1 2 Residential (210) 2 Units 20 10 10 2 1 1 Net New TnP s :::::. :>::>:::>:::: ..... . ..:....:. >::>::::>::.:•:# .........:.........:........ 1.73..:: ............:..:............. ::.::::.:::::::: .............................. ::::::::::::: :.:::::: ...............::........... ::::::::: ....................... Data based on ITE Trip Generati on, 7th Edition u Adjacent Roadway Network The subject site is located adjacent to and in the vicinity of major roadways which will serve the demand for associated development generated trips. Adjacent and nearby roadways are described below. • Belcher Road - This four-lane undivided arterial road extends from Nebraska Avenue to Park Boulevard. Currently, Belcher Road has an Annual Average Daily Traffic (AADT) volume of approximately 32,416 vehicles in the vicinity of the subject property. • Drew Street - This four-lane divided minor arterial road extends from Bayshore Drive to North Fort Harrison Avenue. This roadway is a primary east-west arterial in Clearwater. Currently, Drew Street has an AADT volume of approximately 21,896 vehicles in the vicinity of the subject property. • Northeast Coachman Road - This two-lane undivided arterial road extends ' from Gulf-to-Bay Boulevard to Belcher Road. This roadway is a primary arterial road in Clearwater. Currently, Northeast Coachman Road has an AADT volume of approximately 19,612 vehicles. • Cleveland Street - This two-lane undivided arterial road extends from Belcher Road to North Fort Harrison Avenue. This roadway is a minor arterial road in Clearwater. Currently, Cleveland Street has an AADT volume of approximately 7,185 vehicles. • Old Coachman Road - This two-lane undivided road extends from McMullen-Booth Road to Drew Street. ' Background Traffic As mentioned above, representatives of M&A conducted data research to ascertain the existing roadway conditions in the vicinity of the project. TMCs for intersections in the Study Area were determined from counts conducted by M&A. These counts were adjusted upward to reflect peak seasonal volumes using adjustments factors obtained from the Florida Department of Transportation (FDOT). -3- In addition, per City of Clearwater representatives, a growth rate of two (2) percent annually was applied to estimate traffic during the development build-out year of 2008. Estimated traffic volumes and turning movements for the development year 2008 are depicted on Figure 3. ' Trip Distribution/Assignment The distribution/ assignment of development generated traffic was distributed and ' assigned to the adjacent roadway network based upon existing traffic conditions. Since the proposed development is anticipated to attract a high percentage of ' passerby traffic, we have shown the entering and exiting distribution/ assignment separately. The estimated trip distribution/ assignment for development generated trips during the PM peak hour is shown on Figure 4. 1 1 1 1 1 1 1 1 1 1 1 Analysis Intersection Anal The first part of our analysis was to evaluate the impact of projected site traffic to intersections within the study area. As mentioned above, the intersections analyzed include the intersections at: Belcher Road and ME Coachman; Drew Street and N.E. Coachman; Drew Street and Belcher Road; Drew Street and Old Coachman; Belcher Road and Cleveland Street. Figure 5 provides a detailed analysis of the predicted traffic volumes for the PM Peak Hour in each of these intersections based upon recent traffic counts which have been adjusted to the development year of 2008. Development trips are also shown in Figure 5. Utilizing Highway Capacity Software (HCS), Version 5.1, a capacity analysis of each of the intersections was performed with and without the anticipated future development traffic. Table 2 depicts the operating conditions in each of these intersections during the PM peak hour for the year 2008 with and without the estimated development traffic. -4- M I I g N ?- 6L J -f19 I -596 -99L /-Z61 ' uowyooo0 p10 £6- 609 - 09£ - fZZ- I ft• ? 1 n F r I I ? ? ? b r I _ I b O ?T I M n \ n \ ` a0^ O N m ? EpM O N? N ` I I I I - I -ml -S66t -0091 -KLt -LL91 / \ -Ztill - r6ft -0191 \ S£ HdA L9 /-9Z1 /- 9 HdA 5f pDOU 1640108 _/ L6 f8l1 - _/ 99;1- -? iayDlaB PDOM - KZl - 6901 - 911 ( 6011 - 698- p9 -? r 1 I I 1tiZl - 9011 - 91 t -? 1 I ZI £9l t r I \ \ \ ? g «_ O?M M ib ')O LL NbO I ? I QN "" I b M \ \ I C= Q? 4Q a O ? \ y O Z ? CD O \ Q> N r) \ O O V I O N ? C \ OO Q I 11 O C "' 0 C7 Y U ? o LL FIGURE 3 1 1 1 DISTRIBUTION ASSIGNMENT INBOUND p 6z ?3% Ix 70X 30z 5% t tz S?W U - 3oz / -16% u MPH 27z_ 40 W" 27 12X 1 9% 12% T ?1z ? 6z I 6% 61 DISTRIBUTION ASSIGNMENT OUTBOUND 367. 64z -2m 27R Dre Street - 22 z - 22 z Drct Street C 15z 40 MPH 46 PH 16% - 117- 3%--,, 27% E )zl6zzl %I FIGURE 4 0 0 N 10 n Jr ? Ill /I\ N ?o ?$F I? - 1628r9i Dre* Street 46 ,PH 549 1620_ 071- (11) 999 - Background (999) - PM Development Traffic IN [999] - ... PM (: eveioprnent i roff is OUT OU i) 96 -? W N Y O 7- M yu -??NI x,3(1) _61 X e? - 133 I \ /-20 36 MPH ,45 -? 13 - 316(2) 1581 1 I r -\ 0 I ? 8 _ -T1 Peak Season Adjusted c m Cn 842 (6) - 1293(6) 194 ) I ( 1005 N ? n d 1 g v M ? Forecast 2008 (With build) - Peak Hour Volumes t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Intersection Belcher Rd. at N.E. Coachman Intersection/Delay Drew St.. at N.E. Coachman Intersection/Delay Drew Street at Belcher Rd. Intersection/Delay Drew St. at Old Coachman Intersection/Delay Belcher Rd. at Cleveland St. Intersection/Delay Table 2 Intersection Capacity Analysis 7-Eleven Proposed Development 2008 without Development 2008 with Development LOS Delay LOS Delay F 132.1 F 133.4 E 69.6 E 69.8 F 136.2 F 142.3 F 116.8 F 118.6 C 30.4 C 30.9 Table 3 Link Belcher Rd. - north of N.E. Coachman Belcher Rd. - N.E. Coachman to Drew St Belcher Rd. - Drew St. to Cleveland St Drew St. - west of N.E. Coachman Drew St. - N.E. Coachman to Belcher Rd. Drew St. - Belcher Rd. to Old Coachman Drew St. - East of Old Coachman N.E. Coachman - Drew St. to Belcher Rd Link Capacity Analysis 7-Eleven Proposed Development 2008 without Development Peak Hr. Hourly AADT Volume Capacity VC 30672 1603 1511 1.06 33713 1762 1306 1.35 33713 1762 1306 1.35 24168 1263 1679 0.75 22772 1190 1599 0.74 22772 1190 1599 0.74 22772 1190 1599 0.74 20396 1066 965 1.10 2008 with Development Additional Total Hourly LOS Volumes Volume Capacity VC F 14 1617 1511 1.07 F 18 1780 1306 1.36 F 23 1785 1306 1.37 D 20 1283 1679 0.76 D 20 1210 1599 0.76 D 18 1208 1599 0.76 D 10 1200 1599 0.75 F 2 1068 965 1.11 LOS F F F D D D D F 1 I Roadway Segment Analysis The second part of our analysis was to review the effected roadway segments at the time of build-out of the development (2008). For purposes of this analysis, we utijized traffic and roadway data which is published in Pinellas County's current Facility Level of Service Report. Table 3 provides the roadway and capacity information that is predicted on each of the roadways segments within the study area, with and without the proposed development, for the year 2008. Results and Conclusions The foregoing analysis has revealed that the proposed development will place a relatively small amount of traffic on the adjoining roadways and intersections in the study area. Based upon the analysis, some of the roadway segments and intersections will be operating at level of service F, by the year 2008, without the development. When the additional traffic generated by the development is added to t the background traffic, very little measurable impact will occur to the adjoining roadway segments and intersections. While the analysis indicates that roadway improvements should be made in the vicinity of the project, the project itself does not generate sufficient levels of traffic to ' warrant any significant improvements. -5- Appendix Transportation Characteristics of Convenience Stores with Gay Pumps BY VALLIAM E. TIPTON, SR., AND 1•VILLIAM E. TIPTON, JR. 11 1 11 T fie purpose of this paper is to docu- ment traffic generation rates and other factors relating to the transporta- tion characteristics of convenience stores with gas pumps. This Avork was commis- sioned by the Retail Grocers Associa- tion of Florida to document the infor- mation cities and counties across the state of Florida needed for transporta- tion impact fee calculations for conve- nience stores %ith gas pumps. This article concerns a land use not covered in ITE's Trip Generation, 4th Edition.' Trip Generation includes data on convenience markets (Land Use S51), but only for stores that do not include gas pumps. Limited data on convenience stores with gas pumps were prepared by the Montana Technical Committee of tic Intermountain Section of the Insti- tute of Transportation Engineers.' Methodology The methodology included machine traf- fic counts nt 10 convenience stores for a three-day time period. These counts were then ayeraced. The counts were conducted at all site driveways and in- cluded all on-site traffic for both the store and the gas pumps. Channclization Was accomplished using barricades to in- crease the accuracy of the machine counts by encouraging vehicles to pass over the counter hoses in a perpendicu-. lar movement. In addition to the machine counts, afternoon peak hour counts were made at each facility from 4 to 6 P.m. on one day while the machine counts were being conducted. These co_n:.s were utilized for calibration of the rnachine counts conducted for each respective driveKray to ensure accuracy of the data. The methodology included conducting interviews at six of the sites. Four of the sites involved 4 to 6 P..%t_ in:eriews and two of the sites involved 2 to 6 P.M. in- ter•icws, in order to acquire both peak hour and off-peak hour data. The purpose of the uas to determine the respective percentages of primary trips, link-diveried trips, and pass-by trips. Primary trips were conven- ience-store-only trips, trips whose single purpose was to to to the con•erixnae store and return. Link-diverted trips were trips alreadyon the roadway s,stcm that must go out of their way to get to the convenience store. Pass-by trips were those trips already utilizing one o; the roadways adjacent to the site. The iaer- views were conducted by two interie%v- crs during the specified time periods and were subject to customer willingness to participate. The ir::er•iew data %vere also used to document the average primary trip length, a value factored into rrIny- transportation impact fee calculations. The data collected Were analyzed and summarized by sere and for the aye Mee of all 10 stores. The trap generation r--es were calculated independently for each store under study. Dai!y generation rates were calculated. In addition, morcing traffic peak hour and afternoon tr-.°fie peak hour generation rates were ca:cu- lated. The results were used to dtu- ment the transportation characteristics of convenience stores with gas pumps. Data Collection Ten Central Florida convenience store sites with gas pumps were selected for study. To ensure that representative stores were sampled, all sites were se- lected by the local governmental agency. Data were collected at the first five stores, which were located in Seminole County; during July 1S through July 21, 19S9, and at the second five stores, which were located in Volusia County. July 24 through July 2S, 19S9. See Table 1. In addition to the traffic counts and interviews, other data collected included site plans for each count location. These site plans provided the gross Poor area for each facility and the number of pumping stations (the number of pump- ing stations is the number of cars that can be filled with gas at any one time). Results The results of the analyses of the data collected are presented in Tables 2 and 3. These tables present the results for each store and the average of all 10 stores. Trip Generation Rates Trip generation rates were calculated for each convenience store with gas pumps. The rates calculated were the daily Sen- eration rate per 1,000 square feet of total gross floor area, which includes the traf- Conversion factors: sq ft x 0.0929 = M. I1E JOURNAL - JUN? 1990 -.39 fable J. Sites Selected for Data Collection .ocation Owner Hours of operation btcl GFA No. of Fueling Positions Interview Time Frame Manual Count Time Frame DCf 17-92IShepard Rd. 7-Eleven 24 26W 4 - 4-6 PAL Wednesday e Mary BlvdICountry Club Rd. 7-Eleven 24 2545 4 4-6 P.,- 4-6 Pm Tuesday 441/xIekiva Springs Rd. 7-Eleven 24 2S -5 4 4-6 PAt Tuesday S. 17-9210'8rten Rd. 7-Eleven 24 2545 4 2-6 P:•t. 2-6 p.m. Wednesday . 427/Charlotte St. Circle K 18 26,12 4 4-6 P. %i. 4-6 P -%t. Thursday 17-92/Plymouth Ave. 7-Eleven 24 26x1 4 4-6 P. t. 4-6 P,,7. -Tuesday S. 92rFentress Ave. • J 7-Eleven 24 2650 4 4-6 ?.%t. 4-6 P:•1. Thursday . ;R. 15A/Beresford Blvd. Handy Vlcr/ 18 24M 4 2-6 P.--t. 2-6 PAL 1'fednesdcy 44/Kepler Rd. Handy Way 20 24130 4 - 4-6 PAL Tuesday iA (Atlantic Ave.yCoscade Ter. 7-Eleven 24 2560 4 - 4-6 Pm Wednesday ;FA - gross floor area In square feet. Le 2. Convenience Store Traffic Generation Rates Daily Gene.=Ion A-,t Generalton ix Geetw cn 140.0' Ave..cse -- c1 ccily Rases Rotas Rases Hours or T-:cl W eying Dcaly •x Ptak anon Owner Operollon G%A tasitions T1013r If--!w ealculatee ITV Cclculcleae If:-- Cas:Acree Itc° S. 17-92!Snepord Rd. 7-Eleven 24 2s_* t 1333 7-5 696.21 $37.C56 41.29 67.611 5x33 . 7t.125 Mary 8tvdlCountry Club Rd. 7-Eleven 24 2535 4 2332 63 921.47 837.056 57.61 67.61 t 53..'.3 11.125 3t-Wekivo Springs Rd. 7-Eleven I 23 2535 4 2303 8.7 1063.72 $37.056 62.67 67.611 8116 7L125 7-921a3den Rd. 7-Eleven 1 24 2513 4 2553 d_0 939.56 837.CS6 72.73 67.6t1 6174 71.125 427lCharlolta St. Circle K : R 13 2512 4 225t 7.2 $65.62 837.056 $5.90 67.611 53.33 71.125 . . 17-9A'PtymoutnAve. 7-Eleven 15 .24 2iw 4 2116 Si 809.61 837.056 36.60 . 67.611 45$6 71.125 . 924entressAve. 7-Eleven 24 2550 4 274,3 7.3 1042.63 837.C56 47.92 67.611 77)3 7L125 15A'Serasrord Blvd. Handy Way 13 2-^a 4 1621 65 676.67 837.056 3730 67.611 SJS2 7t.125 4s Kepler Rd. Handy Way 20 41.70. 4 -1337 8.1 769.53 837.056 43.15 67.611 3333 71.425 ,JA (A:tanlie Avo.JlCcscede Ter. 7•E:even C 2: 2 - 1131 tT $76.52 837.C56 3'.03 67.611 37.25 71.125 -t 2$66 4 2171 7.3 41s.C6? 867.856 49.31 67.611 57.15 71.125 = gross floor area In square feet ludes gas pump traflc Per t000 square feet (includes gas pump trcIfIc) ?r t000 square feet (store without gas pumps). Sour<cc cited reference t c generation of the gas pumps. These th es are then compared with the daily ration rates for convenience stores out gas pumps from Trip Genera- 014. imilar rates were calculated for the ruing peak traffic hour of adjacent :rcct traffic and for the afternoon peak- r of adjacent street traffic. Each of c generation rates is compared with latest available data from Trip Gen- Wior: for convenience stores without 11pumps. hose generation rates are provided in a le e 2. Table 2 also provides an average f the generation rates for all 10 stores. tryiesy Results he interview results document the day he week of the interview and the 'fiber of interviews completed. Pri- ary trip data are provided for each for the number of primary trips de- Fined from the interviews, the aver- a_e trip length, and t:.e Fereentage of primary trips. The p=,-=ages of link- div:rted and pass-by t_-ips are also pro- vided. The irterde%v r--s,-,::s 2:e provided in Table 3. The information in Ta_:e 3 on daily primary. tin:-diti=:rted, a pass-by trips is «ei?h d based u n percentage o' daily 110.1 c cccu: ri _ c _-ina the pea - F;-iods (two morni-; -zhours and r ht? after, :OC.? relation [0 the oft-F:a hours. T_0. -. ghted aver- a; resu%:s in the d0.' F-:-nary, link-di- ve-:td, and pass-b; pt _:n-ages, plus ti:: daily- prima:; zv_::-ip length. Conclusions Bzsed u=on the da:a the anal- ysts of t=e data. an•_ .-_ 11__(11 of those znzly'ses, the fa:lo• r_-clusions are d:_'-vn cancernina in::.--c character- is,ics of eoavenie:.c: s:_-cs with gas pumps. • The daily traffic generation rate docu- mented for the average store with gas pumps in this study is slightly lover than the daily generation rate for con- venience stores without gas pu,- s as documented in ITE's Trip Genervior (546.06 versus SS7056.). • The average morning and af:e- oon adjacent street tra,ric pea:-hour e:ation rases documented in tis stud: P% substantially- lo•.%er than t=_ aorr_ s=ondina ITE rates (morning r2:es- 49.31 versus 67-611, and af:=roof. rates-5716 versus 71.125). • The percentage of daily' co^.ven:_ree store trips tha: are pass-by upor. t::^.15 study' is substantiatiy hi_ ._. t` that ir"-ica:ed in Trip Ger.:r...i;.: percent versus 45 percent). The z Brag= daily- Facer.:=?= c° P.-" rnary trips in this study is subs::':i0.:1? less than the: indirectly ird_a:ed i- Trip Gererefion (22 percent ;ITE JOURNAL. • JUNE 1990 Table 3. Convenience Stores with Gas Purnps Interview Results Y Location Dc; Totc: No. Inten-ews No. Primary Trips Average Length (mli es) % of Total No. Link-Diverted (% of Total) No. Pcss-By (A of Total) Pack Hour Jr-& Jews (4-6 pwj Lake Mary BivdlCountry Club Rd. Tues=y E2 16 0.4 20 15 617) 4(4) 60(73) 79(81) U.S. 17-92'0'Brien Rd. Wednesday S_ 15 0.9 6 0 16 17 (15) 80(69) C.R. 427/Chortotte St. Thursday 115 18 15 . 7 0 15 11 (11) 72 (74) U.S. 17-92-Plymouth Ave. Tuesday 95 - . 7 0 24 1 (2) 28(74) S.R. 15A1Beresford Bivd. - Wednesday 1 9 7 . i 0 8 4(5) 71 (87) - U.S. 92/Fentress Blvd. Thursday E2 13 . 7 0 15 7(8) 65(76) AVERAGE 85 . Otv'eck ir_'e,vie ws (2-4 rAr.) U.S. 17-9210"Brien Rd. Wednesday S; 23 0.6 0 28 21 8(s) 4 (11) 63(64) 26(68) S.R. 15AIBeresford Btvd. Wednesday 3: 8 13 1. 0 8 26 6(9) 45(65) Av!PAGE 69 . 75 0 22 (9) (69) DAnY VALUES . r n percent). • The percentage of primary trips during the adjacent street afternoon peak hour relates closely to-that docu- mented by the Montana Technical Committee in 19S7 (15 percent versus 13 percent). • The percentage of link-diverted trips during the adjacent street afternoon peak hour is lower than that reported by the Montana Technical Committee (S percent versus 25 percent). • The percentage of pass-by trips during the adjacent street afternoon peak hour is somewhat greater than that re- ported by the Montana Technical Committee (76 percent versus 62 per- cent). • The average daily trip length for pri- mary trips in this study is 0.75 miles. • The percentage of daily traffic gener- ated by the convenience stores in this study during the adjacent street traffic afternoon pea: hour is 7 percent. 1 1 References Institute of Tran orta:ior, Enzineers. Trip Generation, 4th Ed. Washington, D.C.: ITE. 1957, pp. 12:0-43. Montana Technical Committer of the In- termountain Section of ITE. "Trip Char- acteristics of Convenience Markets with Gas Pumps;' ITEJournel57 (July 19S7): 43-46. I EoroR's Net:: The j::n edition of Trip Generation, eu! otlr Inter this sect *'i/t inctude d-,a fur conven- ience stores pith gas William E. Tip- ton, Sr., P. E., is president of Tipton Associates, lrc., rr. IS-year-old traffic, trartspdna- rion, and civil en- gincering firnr in Orlando, Florida. He is a civil ergineeri :g graduate of Texas A&V Un:rersity (:lass of 1969). He re- eeired his master's degree in civil engi- neering fro.?t Tess A&M University in 1965 svith ell eou!-,e work in traffic end transport::: or., F::a supporting arcs. Tipton is a Fdlo«• of ITE. 11'il/iata F. Tip - '. ton, Jr., E. 1. T., is r ' ;a a traffrdtranspor- ration engineer i 'th Tipton Asso r. i `N_cZ ciares, Ir. He has tivorked with the firm for the past two years, sine his re- ceiving his bachelor of science degree in civil engineering from the Urr.ersity of Central Florida in Orlando. He had pre- viously worked with the firm. for nine surnr:ers. He is an Associate.Ken:ber of 1 TE. Subscribe to ITE Journal-Your Information Source It's roa=h L:--:)in - up vvith the nen- ad- aces and techniques i:' the d-nan:`c Fe:_ oft:ansportauori engineering. But 1T£Jo:irrr', the month!- rn __zine n-riu-n and edi:ed for transportation enggineers, makes the jc= ea_:er. Each month, is brings VOLT article, and 62part- ment5 co,:e::- U., latest de-e!oprnents, practice,, technic ues, and produaS in field of transportar.:)n er;ineeririg. YOU Ca.,, s-_4b :ribe to ITE Joutncr! for or' S40 (:» out>ide the U.S., ho-,c call: ITE Bookstore, 2021" :tn:tda. a:ld'•:ex;:o)- A!I it tares is p 554-S050 (?:ytse have your NasterCarcl or Visa number hind-..). Or, N-ou can set.- in your order v,-ith payment (check or credit ca:d in- f0rmation) t_ It15titU[e of Transportation Engineers, 525 School St., SAV, Suite \Vashinoton, DC 20024-2729 USA. ITE JOURNX • JUN: 1990 • Al HCS+: Signalized Intersections Release 5.1. gLZi.p I Analyst: R..Mesimer gency: Mesimer and Associates, Inc ate: 10/23/06 Period: PM Peak Hour Project ID: Boos Development E/W St: N.E. Coachman Inter.: Belcher Rd at N.E. Coachman Area Type: CBD or Similar Jurisd: Clearwater Year : 2008 ,N/S St: Belcher Road SIGNALIZED INTERSECTION SUMMARY No. Lanes [GConf ig olume Lane Width MRTOR Vol Eastbound ( Westbound Northbound L T R L T R L T R 1 1 0 L TR 360 308 35 12.0 12.0 0 1 1 0 L TR 90 363 35 (12.0 12.0 1 0 Southbound L T R 1 2 1 L T R 57 1600 0 12.0 12.0 12.0 60 1 2 1 L T R 97 1059 0 12.0 12.0 12.0 60 Duration 0.25 Area Type: CBD or Similar Signal Operations 'Phase Combination 1 2 3 4( 5 6 7 8 EB Left P NB Left P Thru P Thru P I Right A Right P Peds Peds WB Left P SB Left P Thru P Thru P I Right A Right P Peds Peds NB Right EB Right SB Right I WB Right Green 20.7 29.8 0.0 6.5 71.0 0.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: 144.0 I Intersection Performance Summary JAppr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 229 I 1593 1.75 0.14 415.2 F TR 342 1651 1.11 0.21 140.2 F 281.0 F Westbound L 229 1593 0.44 0.14 62.3 E TR 342 1654 1.29 0.21 208.6 F 181.8 F Northbound L 72 1593 0.88 0.05 143.3 F T 1574 3192 1.13 0.4-- 103.5 F 104.9 F I R 703 1425 0.00 0.49 18.5 B Southbound L 72 1593 1.50 0.05 353.1 F T 1574 3192 0.75 0.45 32.6 C 59.5 E R 703 1425 0.00 0.49 18.5 B Intersection Delay = 132.1 (sec /veh) Intersection LOS = F secs I k HCS+: Signalized Intersections Release 5.1 'Phone: Fax: E-Mail: OPERATIONAL ANALYSIS 'Analyst: R. Mesimer Agency/Co.:: Mesimer and Associates, Inc. Date Performed: 10/23/06 Analysis Time Period: PM Peak Hour Intersection: Belcher Rd at N.E. Coachman Area Type: CBD or Similar Jurisdiction: Clearwater 'Analysis Year: 2008 Project ID: Boos Development East/West Street: N.E. Coachman North/South Street: Belcher Road ' VOLUME DATA ( Eastbound Westbound Northbound L T R I L T R L T R ( ,volume % Heavy Veh( PHF PK 15 Vol Hi Ln Vol % Grade Ideal Sat 360 308 35 2 2 2 0.90 0.90 0.90 100 86" 10 0 1900 1900 ParkExist NumPark No. Lanes ( 1 1 LGConfig ( L TR Lane Width 112.0 12.0 RTOR Vol ( Adj Flow 1400 381 oInSharedLn( ' Prop LTs 1 0.00 Prop RTs 0.102 Peds Bikes( 0 ' Buses 0 0 %InProtPhase Duration 0.25 1 Eastboun L T Init Unmet 10.0 0.0 Arriv. Type(3 3 Unit Ext. 13.0 3:0 I Factor 1 1.000 Lost Time 12.0 2:0 ' Ext of g 12.0 2.0 Ped Min g ( 3.2 t 90 363 35 2 2 2 0.90 0.90 0.90 25 101 10 0 1900 1900 2 2 2 0.90 0.90 0.90 16 444 0 0 1900 1900 1900 0 1 1 0 1 2 1 1 L TR L T P. 12.0 12.0 1 12.0 12.0 12.0 0 0 1 60 100 442 163 1778 0 0 ( 0.000 0.0 00 ( 0.088 0.000 1.000 0 I 0 1 0 0 10 0 0 Southbound L T R 97 1059 0 2 2 2 0.90 0.90 0.90 27 294 0 0 1900 1900 1500 1 2 1 1 L T R 12.0 12.0 12.0 6C 108 1177 0 0.000 ( 0.000 1.000 0 ?0 0 0 Area Type: CBD c= Similar OPERATING PARAMETERS d Westbou-nd Northbcund Southbount R I L T R L T R L T 0.0 0.0 3 3 3.0 3.0 1.00: 2.0 2.0 2.0 2.0 3.2 10.0 0.0 0.C 13 3 .. 13.0 3.0 3.C 1 1.000 (2.0 2.0 2.C 12.0 2.0 2.C 1 3.2 0.0 0.0 0.0 3 3 3 3.0 3.0 3-0 1.000 2.0 2.0 2.0 2.0 2.0 2.0 3.2 L PHASE DATA Phase Combination 1 2 3 4 5 6 7 8 ' !EB Left P NH Left P .Thru P Thru P Right A Right P ' Peds Peds WB Left P S= Left P ' Thru P Thru P Right A i Right P Peds Peds NB Right E3 Right ' SB Right i W3 Right Green 20.7 29.8 0.0 6.5 71.0 0.0 ' Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 ' Cycle Length: 144.0 secs VOLUME ADJUSTMENT AND SAT URATION FLOW WORKSHEET Volume Adjustment ' Eastbound Westbound Northbound Southbound L T R I L T R L T R L T R Volume, V 360 308 35 190 363 35 I57 1600 0 197 1059 0 ' PHF 0.90 0.90 0.90 0.90 0.90 0.93 10.90 0.90 0.90 0.90 0.90 0. 90 Adj flow 400 342 39 100 403 39 163 1778 0 108 1177 0 1 No. Lanes 1 1 0 ( 1 1 0 1 2 1 1 2 1 ' Lane group I L TR L TR I L T R L T R Adj flow 400 381 1100 442 163 1778 0 108 1177 0 Prop LTs 1 0.000 1 0.000 1 0.00 0 1 0.000 ' Prop RTs 0.102 0.088 0.000 1 .000 0.000 1.0 00 Saturation Flow Rate (see Exhibit 16-7 tc determine th e adjustment factors) Eastbound Westbound Northbound Southbound ' LG L TR L TR L T R L T R So 1900 1900 1900 1900 1900 1900 1900 1900 1500 1900 Lanes 1 1 0 1 1 0 1 2 1 1 2 1 t fW 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHV 0.980 0.960 0.980 0.9E0 0.980 C.980 0.980 0.980 0.980 0.980 fG 1.000 1.000 1.000 1.000 1.000 7.000 1.000 1.000 1.000 1.000 fP 1.000 1.000 1.000 1.000 1.000 1.00C 1.000 1.000 1.000 1.000 fBB 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fA 0.900 0.900 0.900 0.900 0.900 C.900 0.90.0 0.900 0.900 0.900 fLU 1.000 1.000 1.000 1.010 1.000 1.952 1.000 7.000 0.952 1.000 ' fRT 0.985 0.9E7 1.000 0.850 1.000 0.850 fLT 0.950 1.000 0.950 1.000 0.950 -.OOC 0.950 1.000 Sec. fLpb 1.000 1.000 1.000 1.010 1.000 _.OOC _.000 1.000 ' fRpb 1.000 1.000 -.OOC 1.000 1.000 1.000 S 1593 1651 1593 1654 1593 :192 1425 1593 3-92 1425 Sec. ' CAPACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capacity ' Appr/ Lane Mvmt Group Adj Adj Sat Flow Green --Lane Group-- Flow Rate Flow Rate Ratio Ratio Capacity v/c (v) (s) (v/s) (g/C) (c) Ratio astbound Prot Perm Left L 400 1593 0.25 0.14 229 1.75 ' Prot Perm Thru TR Right 381 1651 0.23 0.21 342 1.11 Westbound Prot Perm ' Left L 100 1593 0.06 0.14 229 0.44 Prot Perm ' Thru TR 442 1654 # 0.27 0.21 342 1.29 Right Northbound Prot Perm Left L 63 1593 0.04 0.05 72 0.88 Prot ' Perm Thru T 1778 3192 # 0.56 0.49 1574 1.13 Right R 0 1425 0.00 0.49 703 0.00 ' Southbound Prot Perm Left L. 108 1593 # 0.07 0.05 72 1.50 ' Prot Perm ' Thru T Right R 1177 0 3192 1425 0.37 0.00 0.49 1574 0.49 703 0.75 0.00 Sum of flow ratios for critical lane croups, Yc = Sum (v/s) = 1.14 ' Total lost time per cycle, L = 16.00 sec Critical flow rate to capaci ty ratio, Xc = (Yc)(C)/(C-L) = 1.29 Control Delay and LOS Determ ination ' Appr/ Ratios Unf Prog Lane In=remental Res Lane Group Approach Lane Del Adj Grp Fa=--or Del D=-l Grp v/c g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS ' Eastbound L 1.75 0.14 61.6 1.000 229 0.=0 353.5 0.0 415.2 F ' TR 1.11 0.21 57.1 1.000 342 0.50 83.1 0.0 140.2 F 281.0 F Westbound L 0.44 0.14 56.3 1.000 229 0.=0 6.0 C.0 62.3 E ' TR 1.29 0.21 57.1 1.000 342 0.=0 151.7 C.0 20E.8 F 181.8 F Northbound L 0.88 0.05 68.3 1.000 72 0. 75.0 C.0 143.3 F ' 3 0 49 36 5 1 000 1574 0 =J 67 0 C 0 103.5 F 104.9 F R 0.00 0.49 18.5 1.000 703 0.=0 0.0 C.0 18.5 B Southbound ' L 1.50 0.05 68.8 1.000 72 0.50 284.3 C.0 352.1 F T 0.75 0.49 29.3 1.000 1574 0.=0 3.3 C.0 32.6 C 59.5 E 0.00 0.49 18.5 1.000 703 0.50 0.0. 0.0 18.5 B Intersection delay =132.1 (sec/veh) Intersection LOS = F. C SUPPLEMENTAL PERMITTED LT.. WORKSHEET for exclu-sive lefts 'Input EB WE NB SB Opposed by Single (S) or Multiple (M) lane approach 'Cycle length, C 144.0 sec Total actual green time for LT lane group, G (s) Effective permitted green time for LT lane group, g(s) 'Opposing effective green time, go (s) Number of lanes in LT lane group, N Number of lanes in opposing approach, No F djusted LT flow rate, VLT (veh/h) roportion of LT in LT lane group, PLT Proportion of LT in opposing flow, PLTo opposing flow rate, Vo (veh/h) ,Adjusted Lost time for LT lane group, tL Computation LT volume per cycle, LTC=VLTC/3600 Opposing lane util. factor, fLUo 1.000 1.000 0.952 0.952 ,Opposing flow, Volc=VoC/ [3600 (No) fLUo] (veh/ln/cyc) gf=G[exp (- a * (LTC ** b)) ] -tl, gf<=g Opposing platoon ratio, Rpo (refer Exhibit 16-11) ' Opposing Queue Ratio, qro=Max[l-Rpo(go/C),0] gq, (see Exhibit C16-4,5,6,7,8) gu=g-gq if gq>=gf, or = g-gf if gq<gf .-Max(gq-gf2, 0) IPTHo=l-PLTo PL*=PLT[1+(N-1)g/(gf+gu/EL1+4.24)] EL1 (refer to Exhibit C16-3) EL2=Max((1-Ptho**n)/Plto, 1.0) fmin=2 (1+PL) /g or fmin=2 (1+P1) /g gdiff=max(gq-gf,0) l fm= [gf/g] + [gu/g] / [1+PL (EL1-1) (min=f min; max=1. 00) flt=fm= [gf/g] + [gu/g] / [1+PL (EL1-1) ] + [gdiff/g] / [l+PL (EL2-1) ] , (fmin<=fm<=1.00) or flt= [fm+0.91 (N-1) ] /N** ' Left-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, ' see text. * If P1>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculations. ** For permitted left-turns with multiple exclusive left-turn lanes, i1==fm. For special case of multilane approach opposed by single-lane approach ' or when gf>gq, see text. Input Opposed by Single (S) or Multiple (M) lane approach Cycle length, C 14=.0 sec Total actual green time for LT lane group, G (s) Effective permitted green time for LT lane group, g(s) ' Opposing effective green time, go (s) Number of lanes in LT lane group, N SUPPLEMENTAL PE:.MI=TED LT WORKSHEET for shared lefts EB W-B NB SB Number of lanes in opposing approach, No 'Adjusted LT flow rate, VLT (veh/h) Proportion of LT in LT lane group, PLT 0.000 0.000 0.000 0.000 'Proportion of LT in opposing flow,.PLTo Adjusted opposing flow rate, Vo (veh/h) Lost time for LT lane group, tL Computation - LT volume per cycle, LTC=VLTC/3600 'Opposing lane util. factor, fLUo 1.000 1.000 0.952 0.952 Opposing flow, Volc=VoC/ [3600 (No) fLUo] (veh/ln/cyc) a * (LTC ** b))]-tl, gf<=g ,gf=G(exp(- Opposing platoon ratio, Rpo (refer Exhibit 16-11) Opposing Queue Ratio, qro=Max[1-Rpo(go/C),0] gq, (see Exhibit C16-4,5,6,7,8) l gu=g-gq if gq>=gf, or = g-gf if gq<gf n=Max(gq-gf)/2,0) PTHo=1-PLTo PL*=PLT [1+ (N-1) g/ (gf+gu/EL1+4 .24) ] 'EL1 (refer to Exhibit C16-3) EL2=Max((1-Ptho**n)/Plto, 1.0) fmin=2(1+PL)/g or fmin=2(1+P1)/g lgdiff=max(gq-gf,o) fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ] , (min=fmin;max=1. OD) flt=fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ] + [gdiff/g] / [1+P_ (EL2-1) ] , (fmin<=fm<=1.00) 'or flt= [fm+0.91 (N-1) ] /N** Left-turn adjustment, fLT For special case of single-lane approach opposed ly multilane approach, 'see text. * If P1>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculations. * For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. For special case of multilane approach opposed by single-lane approach or when gf>gq, see text. SUPPLEMENTAL PEDESTRIAN-BICYCLE EF?ECTS WORKSHEET Permitted Left Turns 'Effective pedestrian green time, gp (s) Conflicting pedestrian volume, Vped (p/h) Pedestrian flow rate, Vpedg (p/h) OCCpedg opposing queue clearing green, gq (s) Eff. ped. green consumed by opp. veh. q-.iese, gq/97- OCCpedu opposing flow rate, Vo (veh/h) OCCr Number of cross-street receiving lanes, N=ec 'Number of turning lanes, Nturn ApbT Proportion of left turns, PLT Proportion of left turns using protected phase, F=TA Left-turn adjustment, fLpb Permitted Right Turns Effective pedestrian green time, gp (s) l Conflicting pedestrian volume, Vped (p/h) Conflicting bicycle volume, Vbic (bicy=ie_/h) Vpedg OCCpedg 'Effective green, g (s) Vbicg EB WB N3 SB ?I OCCbicg OCCr Number of cross-.street receiving lanes, Nrec Number of turning lanes, Nturn ' ApbT Proportion right-turns, PRT Proportion right-turns using protected phase, PRTA ' Right turn adjustment, fRpb SUPPLEMENTAL UNIFORM DELAY WORKSHEET Cycle length, C 144.0 sec Adj. LT vol from Vol Adjustment Worksheet, v v/c ratio from Capacity Worksheet, X t Protected phase effective green internal, g (s) Opposing queue effective green interval, gq Unopposed green interval, gu Red time r=(C-g-gq-gu) Arrival rate, qa=v/ (3600 (max [X, 1 . 0)) ) Protected ph. departure rate, Sp=s/3660 Permitted ph. departure rate, Ss=s(gq=gu)/(gu*3600) XPerm XProt Case Queue at beginning of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr 1 Uniform Delay, dl EBLT WBLT NBLT SBLT DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Delay. Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmet Queue Group Lane Demand Demand Unadj. Adj. Param. Demand Delay Delay , Group Q veh t hrs. ds dl sec u Q veh d3 sec d sec Eastbound L 0.0 0.00 61.6 61.6 0.00 42.7 0.0 415.2 ' TR 0.0 0.00 57.1 57.1 0.00 9.8 0.0 140.2 0.0 0.0 Westbound L 0.0 0.00 61.6 56.3 0.00 0.0 0.0 S2.3 TR 0.0 0.00 57.1 57.1 0.00 25.0 0.0 208.8 0.0 0.0 Northbound L 0.0 0.00 68.8 68.3 0.00 0.0 0.0 743.3 'T 0.0 0.00 36.5 36.5 0.00 51.0 0.0 _03.5 R 0.0 0.00 36.5 18.5 0.00 0.0 0.0 18.5 ,Southbound L 0.0 0.00 68.8 68.8 0.00 9.0 C.0 353.1 T 0.0 0.00 36.5 29.3 0.00 0.0 0.0 332.6 R 0.0 0.00 36.5 18.5 0.00 0.0 0.0 18.5 Intersection Delay 132.1 sec, veh Intersecticn LOS _ 11? BACK OF QUEUE WORKSHEET Eastbound LaneGroup IL TR Init Queue 10.0" 0.0 Flow Rate. 1400 .3`81. So 11900 1900 No.Lanes it 1 0 SL 11593.1651 LnCapacity 1229 342 Flow Ratio 10.25 0.23 v/c Ratio 11.75 1.11 Grn Ratio 10.14 0.21 ' I Factor 1 1.000 AT or PVG 13 3 Pltn Ratio 11.00 1.00 PF2 11.00 1.00 Q1 116.0 15.2 kB 10.6 0.7 Q2 122.6 8.9 Q Average 138.6 24.1 Q Spacing 125.0 25.0 Q Storage 10 0 Q S Ratio I 70th Percentile Output: fB% 11.2 1.2 BOQ 146.4 29.0 ' QSRatio I 85th Percentile Output: fB% 11.4 1.4 ' BOQ 154.1 33.8 QSRatio I 90th Percentile Output: fB% 11.5 1.5 ' BOQ 157.9 36.3 QSRatio I 95th Percentile Output: fB% 11.6 1.6 BOQ 161.8 38.8 QSRatio I ' 98th Percentile Output: fB% 11.7 1.7 EOQ 165.7 41.3 QSRatio I Westbound Northbound Southbound. IL TR IL T R IL T R 10.0 0.0 10.0 0.0 0.0 :10.0 0.0 0.0 1 100 442 163 .933 0 .1i.08 . 618 0 11900 1900 1 1900; 1900 1900 1900 1900 1900 1 it 1 0 1 1 . - 2 1 I1 2 .1 1 11593 1654 1 1593 1676-1425 11593 1676 1425.1 1229 342 - 1 72 826 703 172 826 703 1 10.06 0.27 1 0.04 0.56 0.00 10.07 0.37 0.00 10.44 1.29 1 0.88 1.13 0.00 11.50 0.75 0.00 10.14 0.21 1 0.05 0.49 0.49 10.05 0.49 0.49 1 1.000 1 1.000 1 1:000 13 3 1 3 3 3 13 3 3 11.00 1.00 1 1.00 1.00 1.00 11.00 1.00 1.00 11.00 1.00 1 1.00 1.00 1.00 11.00 1.00 1.00 13.7 17.7 1 2.5 37.3 0.0 14.3 19.9 0.0 10.6 0.7 1 0.3 1.4 1.2 1D.3 1.4 1.2 10.4 15.2 1 1.0 21.1 0.0 15.2 3.6 0.0 14.1 32.9 1 3.5 58.4 0.0 19.5 23.5 0.0 125.0 25.0 1 25.0 25.0 25.0 125.0 25.0 25.0 10 1 0 1 0 0 0 1D 0 0 1 11.2 1.2 11.3 1.2 1.3 11.2 1.2 1.3 1 15.1 I 39.5 14.3 I 70.1 0.0 111.5 28.2 0.0 1 11.5 1.4 11.6 1.4 1.7 11.4 1.4 1.7 1 16.3 I 46.1 15.4 I 81.7 0.0 113.7 I 32.9 0.0 1 I 11.7 1.5 11.8 1.5 2.0 11.6 1.5 2.0 i 17.0 i 49.4 16.1 I 87.6 0.0 114.9 1 35.3 0.0 1 1 12.0 1.6 12.1 1.6 2.6 11.8 1.6 2.6 1 18.3 52.7 17.3 93.4 0.0 116.6 37.8 0.0 1 12.4 1.7 12.5 1.7 3.2 11.9 1.7 3.2 i 19.6 56.0 18.5 99.3 0.0 118.2 .40.2 0.0 1 No errors to report. ERROR MESSAGES t HCS+: Signalized Intersections Release 5.1 Analyst: R. Mesimer Inter.: Belcher Rd @ NE Coachman Built ,Agency: Mesimer.-and Associates, Inc. Area Type: CBD or Similar Date-: 10/23/06 Jurisd: Clearwater. Period: PM Peak Hour Year 2008 Project ID: Boos Development ' E/W St: N.E. Coachman 'N/S St: Belcher Road SIGNALIZED IN'T'ERSECTION SUMMARY i No. Lanes 'LGConfig Volume Lane width mRTOR Vol Eastbound L T R Westbound Northbound I L T R I L T R Southbound L T R 1 1 0 L TR 1360 308 36 X12.0 12.0 0 1 1 0 L TR 91 363 35 12.0 12.0 0 1 2 1 L T R 58 1612 0 12.0 12.0 12.0 60 1 G 1 L T R 97 1061 0 12.0 12.0 12.0 60 =Duration 0.25 Area Type: CBD or Similar Signal Operations- Phase Combination 1 I 2 3 4 EB Left P NB Left Thru P Thru Right A Right Peds ( Peds WB Left P SB Left Thru P Thru I Right A Right Peds Peds NB Right EB Right SB Right ; WB Right 5 6 7 P P P P D D 8 'Green 20.9 29.5 0.0 6.3 71.3 0.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 ' Cycle Length: 144.0 secs Intersection Performance Summary .Appr/ Lane ,Lane Group Grp Capacity I Eastbound L 231 TR 338 Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS 1593 1.73 0.15 408.3 F 1650 1.13 0.20 146.3 F 230.3 F westbound L 231 1593 0.44 0.15 62.1 E TR 339 1654 1.30 0.20 213.9 F 135.6 F ,Northbound L 70 1593 0.91 0.04 153.9 F T 1580 3192 1.13 0.50 104.9 F 106.6 F I R 706 1425 0.00 0.50 18.4 B Southbound L 70 1593 1.54 0.04 372.0 F T 1580 3192 0.75 0.50 32.4 C 63.9 E R' 706 I 1425 0.00 0.50 18.4 B Interse ction Delay = 133.4 (sic /veh) In tersection LOS = F HCS+: Signalized Intersections Release 5.1 Phone: Fax: E-Mail. OPERATIONAL ANALYSIS t Analyst: R. Mesimer Agency/Co.: Mesimer and Associates, Inc. Date Performed: 10/23/06 ' Analysis Time Period: PM Peak Hour Intersection: Belcher Rd at N.E. Coachman Area Type: CBD or Similar Jurisdiction: Clearwater Analysis Year: ' 2008 Project ID: Boos Development East/West Street: N.E. Coachman North/South Street: Belcher Road VOLUME DATA I Eastbound I L T R I Westbound L T R I Northbound I L T R I Southbound L T R 1 Volume 1 360 308 36 1 91 363 35 1 58 1612 0 1 97 1061 0 i '% Heavy Veh1 2 2 2 1 2 2 2 1 2 2 2 1 2 2 2 1 PHF 1 0.90 0.90 0.90 1 0.90 0.90 0.90 1 0.90 0.90 0.90 10.90 0.90 0.90 1 PK 15 Vol 1 100 86 10 1 25 101 10 1 16 448 0 1 27 295 0 1 Hi Ln Vol I I I I % Grade 1 0 1 0 1 0 1 0 Ideal Sat 1 1900 1900 1 1900 1900 1 1900 1900 1900 1 1900 1900 1900.1 I ParkExist 1 NumPark I No. Lanes 1 1 1 LGConfig 1 L TR Lane Width 112.0 12.0 RTOR Vol I Adj Flow 1400 382 %InSharedLnl Prop LTs 1 0.00 Prop RTs 1 0.105 Peds Bikesl 0 Buses 10 0 %InProtPhase Duration 0.25 1 Eastbou 1 L T Init Unmet 1 0.0 0.0 ' Arriv. Type1 3 3 Unit Ext. 1 3.0 3.0 I Factor 1 1.000 Lost Time 12.0 2.0 Ext of g 12.0 2.0 Ped Min g 1 3.2 0 1 1 1 0 1 2 1 1 L TR I L T R 112.0 12.0 1 12.0 12.0 12.0 0 1 0 1 60 1101 442 1 64 1791 0 0 1 1 0.000 1 I 0.000 0.088 I 0.000 1.000 0 I 0 10 0 1 0 0 0 Area 1 Type: CBD or 1 Similar OPERATING P 1_RA4ETERS d 1 Westbound 1 Northbound R I L T R I n I L T R I I 1 2 1 1 L T R 1 12.0 12.0 12.0 1 60 108 1179 0 I 0.000 1 0.000 1.000 1 0 0 0 0 1 i Southbound L• T (0.0 0.0 1 0.0 0.0 0.0 13 3 1 3 3 3 13.0 3.0 1 3.0 3.0 3.0 1 1.000 1 1.000 12.0 2.0 12.0 2.0 2.0 12.0 2.0 12.0 2.0 2.0 1 3.2 1 3.2 0.9 0.0 0.0 3 3 3 1 3.0 3.0 3.0 1 1.000 2.0 2.0 2.0 i 2.0 2.0 2.0 1 3.2 10 PHASE DATA Phase Combination 1 2 3 4 I 5 .6 7 8 EB Left P NB Left P Thru P Thru Right A Right Peds Peds 'WB Lef t Thru Right Peds 'NB Right I SB Right Green ,Yellow All Red P P A 20.9 29.5 0.0 3.0 3.0 1.0 1.0 SB Left P Thru Right Peds EB Right WB Right P P P P 6.3 71.3 0.0 3.0 3.0 1.0 1.0 ' Cycle Length: 144.0 VOLUME ADJUSTMENT AND SATURATION FLOW WORKSHEET 'Volume Adjustment Eastbound Westbound Nor=hbound Southbound L T., R L T R L T R L T R I I I lume, V Lo 1360 308 36 191 363 35 158 =612 0 197 1061.0 F 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0. 90 Adj flow 400 342 40 101 403 39 164 1791 0 108 1179 0 o. Lanes 1 1 0 1 1 0 1 2 1 1 2 1 ane group I L TR I L TR I L T R L T R Adj flow 400 382 101 442 164 1791 0 108 1179 0 Prop LTs 0.000 0.000 .0.0 00 0.000 trop RTs 0.105 0.088 0 .000 1.000 0. 000 1.0 00 Satu ration Flow Rate (see Exhibit 16-7 to determ ine the adjustmen t facto rs)- I Ea stbound Westbound Nort lfboun d Sou thbound LG L TR L TR L _ R L T R So 1900 1900 1900 1900 1900 1-00 1900 1900 1900 1900 ane s 1 1 0 1 1 0 1 2 1 1 2 1 fW 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHV 0.980 0.980 0.980 0.980 0.980 0.980 0.980 0.980 0.580 0.9E0 fG 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 iP i 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 BB f 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fA 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.500 0.900 LU 1.000 1.000 1.000 1.000 1.000 0.952 1.000 1.000 0.552 1.000 FRT 0.984 0.987 1.000 0.850 1.000 0.850 fLT 0.950 1.000 0.950 1.000 0.950 1.000 0.950 1.000 ec. Lpb ( 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Rpb 1.000 1.000 1.000 1.000 1.000 1.000 S 1593 1650 1593 1654 1593 3-92 1425 1593 3152 1425 t ec. CAPACITY AND LOS WORKSH EET Capacity An alysis and Lane Group Capacity secs Adj Adj Sat Flow Green --Lane Group-- ' Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group .(v) (s) (v/s) (g/C) (c) Ratio Eastbound Prot Perm Left. L 400 1593 ,# 0.25 0.15 231 1.73 ' Prot Perm Thru TR 382 1650 0.23 0.20 338 1.13 Right Westbound Prot Perm Left L 101 1593 0.06 0.15 231 0.44 Prot Perm Thru TR 442 1654 # 0.27 0.20 339 1.30 Right Northbound ' Prot Perm Left L 64 1593 0.04 0.04 70 0.91 Prot ' Perm Thru T 1791 3192 # 0.56 0.50 1580 1.13 Right R 0 1425 0.00 0.50 706 0.00 'Southbound Prot Perm Left L 108 1593 0.07 0.04 70 1.54' Prot Perm Thru T 1179 3192 0.37 0.50 1580 0.75 ' Right R 0 1425 0.00 0.50 706 0.00 of flow ratios for critical lane croups, Yc Sum (v/s) 1.15 ,Sum Total lost time per cycle, L = 16.00 sec Critical flow rate to capacity ratio, Xc = (Yc) (C) / (C-L) = 1.29 Control Delay and LOS Determination 'Appr/ Ratios Unf Prog Lane Incremental Res Lane Group Appr ch Lane Del Adj Grp Factor Del Del Grp v/c g/C di Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound L 1.73 0.15 61.5 1.000 231 O.E3 346.7 0.0 408.3 F 'TR 1.13 0.20 57.3 1.000 338 0.50 89.0 0.0 146.3 F 280.3 F Westbound L 0.44 0.15 56.2 1.000 231 0.53 5.9 0.0 62.1 E TR 1.30 0.20 57.3 1.000 339 O.E3 156.6 0.0 213.9 F 185.6 F orthbound 0.91 f 0.04 68.6 1.000 70 0.5? 85.4 0.0 153.9 F _ 1.13 0.50 36.3 1.000 1580 O.E3 68.6 0.0 104.9 F 106.6 F R 0.00 0.50 18.4 1.000 706 0.53 0.0 0.0 18.4 B Southbound t 1.54 0.04 68.8 1.000 70 0.50 303.2 0.0 3.7.2.0 F T 0.75 0.50 29.1 1.000 1580 0.50 3.3 0.0 32.4 C 60.9 E ' R 0.-00 .0.50 18.4 1.000 706 0.50 0.0 0.0 18.4 B Intersection delay = 133.4 (sec/veh) Intersection LOS = F SUPPLEMENTAL PERMITTED LT WORKSHEET for exclusive lefts U nput EB WB NE SB Opposed by Single(S) or Multiple(M) lane approach ' Cycle length, C 144.0 sec Total actual green time for LT lane group, G (s) Effective permitted green time for LT lane group, g(s) 'Opposing effective green time, go (s) Number of lanes in LT lane group, N Number of lanes in opposing approach, No Adjusted LT flow rate, VLT (veh/h) ' Proportion of LT in LT lane group, PLT Proportion of LT in opposing flow, PLTo opposing flow rate, Vo (veh/h) ,Adjusted Lost time for LT lane group, tL Computation LT volume per cycle, LTC=VLTC/3600 ,Opposing lane util. factor, fLUo 1.000 1.000 0.952 0.952 Opposing flow, Volc=VoC/ [3600 (No) fLUo] (veh/ln/cyc) gf=G[exp(- a * (LTC ** b))]-tl, gf<=g opposing platoon ratio, Rpo (refer Exhibit 16-11) ,Opposing Queue Ratio, qro=Max [l-Rpo (go/C) , 0] gq, (see Exhibit C16-4,5,6,7,8) if gq>=gf, or = g-gf if gq<gf ,gu=g-gq n=Max (gq-gf) /2, 0) PTHo=1-PLTo PL*=PLT [ 1+ (N-1) g/ (gf+gu/EL1+4.24) ] EL1 (refer to Exhibit C16-3) IEL2=Max((l-Ptho**n)/Plto, 1.0) fmin=2 (1+PL) /g or fmin=2 (1+P1) /g gdiff=max(gq-gf,0) lfm=[gf/gl+[gu/gl/[l+PL(ELl-1)], (min=fm_1!n;max=1. 0)) flt=fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ] + [gdi=ffg] / [l+P--I(EL2-1) ] , (fmin<=:fm<=1.00) or flt= [fm+0.91 (N-1) ] /N** 'Left-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, F ee text. If Pl>=1 for shared left-turn lanes with N>1, t_en assume de-facto left-turn lane and redo calculations. ** For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. tor special case of multilane approach op_osed by single-lane approach r when gf>gq, see text. SUPPLEMENTAL PERM__ ED LT WORKSHEET for sha=e4_ lefts Input EB tpposed by Single (S) or Multiple (M) lane approach ycle length, C 144.0 sec Total actual green time for LT lane grcup. G (s) ffective permitted green time for LT lane group, g(s) topposing effective green time, go (s) Number of lanes in LT lane group, N WB N= SE Number of lanes in opposing approach, No ' Adjusted LT flow rate, VLT (veh/h) Proportion of LT in LT lane group, PLT 0.000 0.000 0.000 0.000 Proportion of LT in opposing flow, PLTo ' Adjusted opposing flow rate, Vo (veh/h) Lost time •. for LT lane group, tL %, Computation LT volume per cycle, LTC=VLTC/3600 ' Opposing lane util. factor, fLUo 1.000 1.000 0.952 0.952 Opposing flow, Volc=VoC/ [3600 (No) fLUo] (veh/ln/cyc) gf=G[exp(- a * (LTC ** b))]-tl, gf<=g Opposing platoon ratio, Rpo (refer Exhibit 16-11) Opposing Queue Ratio, qro=Max[l-Rpo(go/C),0] gq, (see Exhibit C16-4,5,6,7,8) ' gu=g-gq if gq>=gf, or = g-gf if gq<gf n=Max(gq-gf)/2, 0) PTHo=1-PLTo PL*=PLT [1+ (N-1) g/ (gf+gu/EL1+4.24) ] i EL1 (refer to Exhibit C16-3) EL2=Max((1-Ptho**n)/Plto, 1.0) fmin=2 (1+PL) /g or fmin=2 (1+P1) /g gdiff=max(gq-gf,0) fm= [gf/g] + [gu/g] / [1+PL (EL' 1-1) ] , (min=fmin;max=1. 00) flt=fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ] + [gdi ff/g] / [1+PL (EL2-1) ] , (fmin<=fm<=1.00) or flt= [fm+0.91 (N-1) ] /N** Left-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, see text. * If P1>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculations. L F ** For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. or special case of multilane approach opposed by single-lane approach or when gf>gq, see text. SUPPLEMENTAL PEDESTRIAN-BICYCLE EFFECTS WORKSHEET Permitted Left Turns EB WE NB BB Conflicting ffective pedestrian green time, gp (s) pedestrian volume, Vped (p/h) Pedestrian flow rate, Vpedg (p/h) OCCpedg opposing queue clearing green, gq (s) Eff. ped. green consumed by opp. veh. queue, gq/gp OCCpedu ,Opposing flow rate, Vo (veh/h) OCCr Number of cross-street receiving lanes, Nrec Number of turning lanes, Nturn 1ApbT Proportion of left turns, PLT Proportion of left turns using protected phase, PLTA 'Left-turn adjustment, fLpb Permitted Right Turns pedestrian green time, gp (s' ,Effective Conflicting pedestrian volume, Vped (t` h) Conflicting bicycle volume, Vbic (bicyzles/h) Vpedg ,OCCpedg Effective green, g (s) Vbicg ' OCCbicg OCCr Number of cross-street receiving lanes, Nrec fumber of turning lanes, Nturn pbT Proportion right-turns, PRT Proportion right-turns using protected ]phase, PRTA Right turn adjustment, fRpb SUPPLEMENTAL UNIFORM DELAY WORKSHEET Cycle length, C 144.0 sec Adj. LT vol from Vol Adjustment Worksheet, v trotected /c ratio from Capacity Worksheet, X phase effective green interval, g (s) Opposing queue effective green interval, gq Unopposed green interval, gu Red time r=(C-g-gq-gu) Arrival rate, qa=v/ (3600 (max [X, 1. 0]) ) Protected ph. departure rate, Sp=s/3600 Permitted ph. departure rate, Ss=s(gq+gu)/(gu*3600) XPerm XProt Case Queue at beginning of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr 'Uniform Delay, dl EBLT W3LT NBLT SBLT DELAY/LOS WORKSHEET WITH INITIAL QUEUE ' Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmet Queue Group Lane Demand Demand Unadj. Adj. Param. Demand Delay Delay Group Q veh t hrs. ds dl sec u Q veh d3 sec d sec Eastbound l L 0.0 0.00 61.5 61.5 0.00 42.3 0.0 408.3 TR 0.0 0.00 57.3 57.3 0.00 11.0 0.0 146.3 0.0 0.0 Westbound L 0.0 0.00 61.5 56.2 0.00 0.0 0.0 62.1 TR 0.0 0.00 57.3 57.3 0.00 25.7 0.0 213.9 , 0.0 0.0 Northbound , L 0.0 0.00 68.8 68.6 0.00 0.0 0.0 153.; T 0.0 0.00 36.3 36.3 0.00 52.8 0.0 104.9 R 0.0 0.00 36.3 18.4 0.00 0.0 0.0 18.4 ,Southbound L 0.0 0.00 68.8 68.8 0.00 9.5 0.0 372.E IT R 0.0 0.0 0.00 0.00 36.3 36.3 29.1 18.4 0.00 0.00 0.0 0.0 0. 0 0.0 32.4 18.4 Intersection Delay 133.4 sec/ve} Interse= tion LCS F BACK OF QUEUE WORK SHEET Eastbound M LaneGroup 1L TR Init Queue 10.0 0.0 Flow Rate 1400 382 ' So 11900 1900 No.Lanes 11 1 - 0 SL 11593 1650 LnCapacity 1231 338 Flow Ratio 10.25 0.23 v/c Ratio 11.73 1.13 Grn Ratio 10.15 0.20 I Factor 1 1.000 AT or PVG [3 3 Pltn Ratio 11.00 1.00 ' PF2 11.00 1.00 Q1 116.0 15.3 kB 10.6 0.7 'Q2 122.4 9.3 Q Average 138.4 24.6 Q Spacing 125.0 25.0 Q Storage 10 0 ' Q S Ratio 1 70th Percentile Output: fB% 11.2 1.2 1 BOQ 146.1 29.5 QSRatio ( 85th Percentile Output: fB% 11.4 1.4 BOQ 153.8 34.5 QSRatio 1 Percentile Output: ,90th fB% 11.5 1.5 BOQ 157.6 37.0 QSRatio 1 ' 95th Percentile Output: fB% 11.6 1.6 BOQ 161.5 39.5 QSRatio 1 98th Percentile Output: fB% 11.7 1.7 BOQ 165.3 42.1 ' QSRatio 1 Westbound Northbound Southbound L TR 1 L T R I L T R 1 0.0 0.0 1 0.0 0.0 0.0 1 0.0 0.0 0.0 1 101 442 1 64 940 0 1 108 619 0 - 1900 1900 1 1900 1900 1900 1 1900 1900` 1900 1 1 0 1 1 2 1 1 1 2 1 1593 1654 1 1593 1676 1425 1 1593 1676 1425 231 339 1 70 629 706 1 70 829 706 0.06 0.27 1 0.04 0.56 0.00 1 0.07 0.37 0.00 1 0.44 1.30 1 0.91 1.13 0.00 1 1.54 0.75 0.00 1 0.15 0.20 1 0.04 0.50 0.50 1 0.04 0.50 0.50 1 1.000 1 1.000 1 1.000 1 3 3 1 3 3 3 1 3 3 3 1 1.00 1.00 11.00 1.00 1.00 1 1.00 1.00 1.00 1 1.00 1.00 11.00 1.00 1.00 11.00 1.00 1.00 1 3.7 17.7 12.6' 37.6 0.0 14.3 19.8 0.0 1 0.6 0.7 10.2 1.4 1.2 10.2 1.4 1.2 1 0.4 15.5 11.1 21.5 0.0 15.4 3.6 0.0 1 4.1 33.2 13.6 59.1 0.0 19.7 23.4 0.0 1 25.0 25.0 125.0 25.0 25.0 125.0 25.0 25.0 1 0 0 10 1 0 0 10 1 0 0 1 1 11.2 1.2 15.1 39.8 1 11.5 1.4 16.3 46.5 1 11.7 1.5 17.1 49.8 2.0 1.6 8.4 53.2 2.4 1.7 9.7 56.5 11.2 1.2 1.3 11.2 1.2 1.3 14.5 1 70.9 0.0 111.8 1 28.2 0.0 11.5 1.4 1.7 11.4 1.4 1.7 15.6 1 82.7 0.0 114.0 1 32.9 0.0 11.7 1.5 2.0 11.6 1.5 2.0 16.3 1 88.6 0.0 115.2 1 35.3 0.0 12.1 1.6 2.6 11.7 1.6 2.6 17.6 1 94.5 0.0 116.9 1 37.7 0.0 2.4 1.7 3.2 8.8 100 0.0 11.9 1.7 3.2 118.6 40.2 0.0 1 No errors to report. ERROR =--SAGES ' HCS+: Signalized I ntersections Release 5.1 Analyst: R. Mesimer Inter.: Drew St at N.E_ Coachman Agency: Mesimer.and Associates, Inc. Area Typ e: CBD or Similar Date: 10/23/06 Jurisd: Clearwater Period: PM Peak Hour Year 2008 Project ID: Boos Development E/W St: Drew Street N/S St: SIGNALIZED INTERSECTION SUMMARY I No. Lanes LGConfig Volume Lane Width .?.? RTOR Vol Duration Eastbound Westbound Northbound ( Southbound L T R I L T R L T R I L T R 1 2 2 0 L T 1549 1071 112.0 12.0 0 2 0 TR 1111 37 12.0 0 0 0 0 0.25 Area Type: CBD or Similar Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left Thru P P Thhru Right Right Peds Peds WB Left SB Left Thru P Thru Right A Right Peds Peds NB Right EB Right SB Right P Z43 R? ght Green 78.7 132.3 0.0 10.0 52.3 O.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 , Cycle Length: 289.3 Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate ' Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound ?L 841 3093 1 2372 3192 Westbound TR 1453 3177 Northbound 0.73 0.27 100.9 F 0.50 0.74 16.0 B 0 0 1 R 417 12.0 60 44.8 D 0.88 0.46 78.9 E 78.9 E Southbound iR 394 1450 1.01 Intersection Delay = 69.6 152.6 F 0.27 152.6 F (sec/-.,eh) Intersection LOS = E secs t? HCS+: Signalized Intersections Release 5.1 Phone: Fax: ' E-Mail: OPERATIONAL ANALYSIS Analyst: R. Mesimer Agency/Co.:' Mesimer and Associates, Inc. Date Performed: 10/23/06 Analysis Time Per iod: PM Peak Hour Intersection: Drew St at N.E. Coachman Area Type: CBD or Similar Jurisdiction: Clearwater Analysis Year: 2008 Project ID: Boos Develop ment East/West Street: Drew St reet North/South Street: VOLUME DATA Eas tbound Westbound ( Northbound L T R L T R L T R Volume 1549 1071 1111 37 a Heavy VehJ2 2 I 2 2 PHF 0.90 0.90 0.90 0.90 PK 15 Vol 153 298 309 10 Hi Ln Vol t % Grade 1 0 0 Ideal Sat 1900 1900 1 1900 ParkExist NumPark No. Lanes 2 2 0 0 2 0 0 0 0 LGConfig L T TR Lane Width 12.0 ' 12.0 1 12.0 RTOR Vol 1 1 0 Adj Flow 610 1190 1275 oInSharedLni ' Prop LTs 1 0.000 0.000 Prop RTs 0. 000 I 0.032 Peds Bikes 0 Buses 10 0 0 %InProtPhase Duration 0.25 Are a Type: CBD or Similar ' . OPERATING PI-ZAMETERS Eas tbound Westbound Nor=hbound ' L T R L T L T R Init Unmet 10.0 0.0 0.0 Arriv. Type 13 3 3 1 Unit Ext. 13.0 3.0 3.0 1 I Factor 1 1.000 1.000 Lost Time 12.0 2.0 2.0 ' Ext of g 12.0 2.0 2.0 Ped Min g 3.2 Southbound L T R 417 2 0.90 116 O 1900 0 0 1 R 12.0 60 397 1.000 0 0 I Southhound L T R 3 3.0 1.C) 0 2.0 I 2.0 j PHASE DATA Phase Combination l 2 3 4 1 5 6 7 8 EB Left P NB Left Thru P P Thru Right Right Peds Peds WB Left SB Left Thru P Thru Right A Right Peds Peds NB Right EB Right ' SB Right P WB Right Green 78.7 132 .3 0.0 10.0 52.3 0.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: 289.3 secs VOLUME AD JUSTMENT AND SATURATION FLOW WORKSHEET Volume Adju stment ' Eastbound Westbound Northbound Sout hbound i L T R L T R L T R L T R Volume,. V 1549 1071 1111 37 I 4=7 PHF 10.90 0.90 0.90 0.90 0.90 Adj flow 1610 1190 1234 41 397 No. Lanes 1 2 2 0 ( 0 2 0 0 0 0 0 0 Lane group i L T TR R 1 Adj flow 1610 1190 1275 397 Prop LTs . 1 0.000 0.000 ' Prop RTs 1 0.000 1 0.032 1.000 Saturation Flow Rate (see Exhibit 16-7 to determine the adjustment factors) - Ea stbound Westbound Northbound Sout hbound LG L T TR R So 1900 1900 1900 1900 Lanes 2. 2 0 0 2 0 0 0 0 0 0 1 fW 1.000 1.000 1.000 1.000 fHV 0.980 0.980 0.980 0.980 fG 1.000 1.000 1.000 1.000 fP 1.000 1.000 1.000 1.000 fBB 1.000 1.000 1.000 1.000 fA 0.900 0.900 0.900 0.900 fLU 0.971 0.952 0.952 1.000 fRT 1.000 0.995 0.865 fLT 0.950 1.000 1.000 Sec. fLpb 1.000 1.000 1.000 fRpb 1.000 1.000 1.000 S 3093 3192 3177 1450 Sec. ' CAPACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capa_ity 1 Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/C) (c) Ratio t Eastbound Prot ' Perm Left L 610 .. 3093 0.20 0.27 841 0.73 Prot Perm Thru T 1190 3192 0.37 0.74 2372 0.50 Right Westbound Prot Perm Left Prot Perm Thru TR 1275 3177 0.40 0.46 1453 0.88 Right Northbound Prot Perm Left 1 Prot Perm Thru Right Southbound Prot Perm Left Prot Perm Thru ' Right R 397 1450 0.27 0.27 394 1.01 Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 0.00 Total lost time per cy cle, L = 0.00 sec Critical flow rate to capacity ratio, Xc = (Yc) (C) / (C- L) = 0.00 Control Delay and LOS Determination Appr/ Ratios Unf Prog Lane Increrental Res Lane Group Approach Lane Del Adj Grp Factor Del Del ' Grp v/c g/C d1 Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound L 0.73 0.27 95.5 1.000 841 0.50 5.4 0.0 100.9 F T 0.50 0.74 15.2 1.000 2372 0.50 0.8 0.0 16.0 B 44.8 D Westbound TR 0.88 0.46 71.2 1.000 1453 0.50 7.8 :,.0 78.9 E 73.9 E Northbound ' Southbound 152.6 F Lo R 1.01 0.27 105.3 1.000 394 0.50 47.3 0.0 152.6 F ; Intersection delay = 69.6 (sec/veh) Intersection LOS =-E Input EE WB NB SB Opposed by Single (S) or Multiple (M) lane approach Cycle length, C 289.3 sec Total actual green time for LT lane group, G (s) Effective permitted green time for LT lane group, g(s) ' Opposing effective green time, go (s) Number of lanes in LT lane group, N Number of lanes in opposing approach, No Adjusted LT flow rate, VLT (veh/h) ' Proportion of LT in LT lane group, PL7 Proportion of LT in opposing flow, PLro Adjusted opposing flow rate, Vo (veh/h) Lost time for LT lane group, tL Computation LT volume per cycle, LTC=VLTC/3600 Opposing lane util. factor, fLUo 0.952 0.952 Opposing flow, Volc=VoC/[3600(No)fLUo] (veh/ln/cyc) gf=G[exp(- a * (LTC ** b)) ] -tl, gf<=g opposing platoon ratio, Rpo (refer Exhibit 16-11) Opposing Queue Ratio, qro=Max[l-Rpo(gc/C),0] gq, (see Exhibit C16-4,5,6,7,8) gu=g-gq if gq>=gf, -or = g-gf if gq<gf n=Max(gq-gf)/2,0) PTHo=1-PLTo PL*=PLT[1+(N-1)g/(gf+gu/EL1+4.24)] EL1 (refer to Exhibit C16-3) ' EL2=Max((1-Ptho**n)/Plto, 1.0) fmin=2 (1+PL) /g or fmin=2 (1+P1) /g gdiff=max(gq-gf,0) fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ] , (min==min;max=1.00) flt=fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ] + [g,-iff/g] / [1+PL (EL2-1) ]., (fmin<=fm<=1.00) or flt= [fm+0.91 (N-1) ] /N** Left-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, see text. * If P1>=1 for shared left-turn lanes «_th N>1, then assume de-facto left-turn lane and redo calculation=. ** For permitted left-turns with mult=ple exclusive left-turn lanes, flt=fm. For special case of multilane approac= opposed by single-lane approach or when gf>gq, see text. Input Opposed by Single(S) or Multiple(M) lane approach Cycle length, C 289.3 sec Total actual green time for LT lane a_o-,p, G (s) ' Effective permitted green time for LT lane group, g(s) Opposing effective green time, go (s) Number of lanes in LT-lane group, N SUPPLEMENTAL PEF,;HITTED LT WORKSHEET for exclusive lefts SUPPLEMENTAL PE=?17TTED LT WORKSHEET for s'--=-red lefts E= WB NB SE ' Number of lanes in opposing approach, No Adjusted LT flow rate, VLT (veh/h) Proportion of LT in LT lane group, PLT 0.000 0.000. Proportion of LT in,opposing flow, PLTo r Adjusted opposing flow rate, Vo (veh/h) Lost time for LT lane group,.tL Computation ' LT volume per cycle, LTC=VLTC/3600 Opposing lane util. factor, fLUo 0.952 0.952 Opposing flow, Volc=VoC/ [3600 (No) fLUo] (veh/ln/cyc) gf=G [exp (- a * (LTC ** b)) ] -tl, gf<=g opposing platoon ratio, Rpo (refer Exhibit 16-11) Opposing Queue Ratio, qro=Max[l-Rpo(go/C),0] gq, (see Exhibit C16-4,5,6,7,8) gu=g-gq if gq>=gf, or = g-gf if gq<gf n=Max (gq-gf) /2, 0) PTHo=1-PLTo PL*=PLT [1+ (N-1) g/ (gf+gu/EL1+4.24) ] EL1 (refer to Exhibit C16-3) EL2=Max((1-Ptho**n)/Plto, 1.0) fmin=2 (1+PL) /g or fmin=2 (1+P1) /g gdiff=max(gq-gf,0) fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ] , (min=fmin;max=1.00) flt=fm= [gf/g] + [gu/g] / [1+PL (EL1-1) ] + [gdiff/g] / [l+PL (EL2-1) ] , (fmin<=fm<=1.00) or flt= [fm+0.91 (N-1) ] /N** Left-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, see text. * If P1>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculations. ** For permitted left-turns with nult=ple exclusive left-turn lanes, =lt=fm. For special case of multilane approach opposed by single-lane approach or when gf>gq, see text. SUPPLEMENTAL PEDESTRIAN-BICYCLE EFFECTS WORKSHEET Permitted Left Turns Effective pedestrian green time, gp (s) Conflicting pedestrian volume, Vped (p/h) Pedestrian flow rate, Vpedg (p/h) OCCpedg Opposing queue clearing green, gq (s) Eff. ped. green consumed by opp. veh. queue, gq/gp OCCpedu opposing flow rate, Vo (veh/h) OCCr Number of cross-street receiving lanes, Nrec Number of turning lanes, Nturn ApbT Proportion of left turns, PLT Proportion of left turns using protect=_d phase, PLTA Left-turn adjustment, fLpb Permitted Right Turns Effective pedestrian green time, gp (s; Conflicting pedestrian volume, Vped (z/h) Conflicting bicycle volume, Vbic (bic?zle_=/h) Vpedg OCCpedg Effective green, g (s) Vbicg EB WB NB SB Z_ -Z' OCCbicg ' OCCr Number of cross-street receiving lanes, Nrec Number of turning lanes, Nturn ' ApbT Proportion right-turns, PRT Proportion right-turns using protected phase, PRTA ' Right turn adjustment, fRpb SUPPLEMENTAL UNIFORM DELAY WORKSHEET Cycle length, C 289.3 sec Adj. LT vol from Vol Adjustment Worksheet, v v/c ratio from Capacity Worksheet, X Protected phase effective green interval, g (s) Opposing queue effective green interval, gq Unopposed green interval, gu ' Red time r=(C-g-gq-gu) Arrival rate, qa=v/(3600(max[X,1.0))) Protected ph. departure rate, Sp=s/3600 ' Permitted ph. departure rate, Ss=s(gq+gu)/(gu*3600) XPerm XProt Case Queue at beginning of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr ' Uniform Delay, dl EBLT WBLT NBLT SBLT DELAY/LOS WORKSHEET WITH INITIAL QUEUE ' Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmet Queue Group Lane Demand Demand Unadj. Adj. Param. remand Delay Delay ' Group Q veh t hrs. ds dl sec u Q veh d3 sec d sec Eastbound t L 0.0 0.00 105.3 95.5 0.00 0.0 0.0 100.9 T 0.0 0.00 37.1 15.2 0.00 C.0 0.0 16.0 0.0 0.0 Westbound 0.0 0.0 TR 0.0 0.00 78.5 71.2 0.00 1.0 0.0 78.9 I 0.0 0.0 Northbound 0.0 0.0 0.0 0.0 0.0 0.0 1 Southbound 0.0 0.0 0.0 0.0 R 0.0 0.00 105.3 105.3 C.00 C.8 0.0 152.6 Intersection Delay 69.6 sec/v- Intersection LOS E BACK OF QUE=1E WORKSHEET Eastbound LaneGroup IL T Init Queue j0.0 0.0 Flow Rate 1314 624 ' So 1900 1900 No.Lanes 12 2 0 SL 1593 1676 ' LnCapacity 433 1245 Flow Ratio 10.20 0.37 v/c Ratio 0.73 0.50 Grn Ratio 0.27 0.74 I Factor 1 1.000 AT or PVG 13 3 Pltn Ratio 1.00 1.00 PF2 1.00 1.00 Q1 22.9 20.5 kB (1.4 3.0 Q2 13.1 2.9 ' Q Average 26.0 23.4 Q Spacing 25.0 25.0 Q Storage 10 0 Q S Ratio 70th Percentile Output: fB% 11.2 1.2 BOQ 31.2 28.2 ' QSRatio 85th Percentile Output: fB% 11.4 1.4 ' BOQ 36.5 32.9 QSRatio 90th Percentile Output: fB% I1.5 1.5 ' BOQ 139.1 35.3 QSRatio 95th Percentile Output: fB% 11.6 1.6 BOQ 41.8 37.7 QSRatio ' 98th Percentile Output: fB% 11.7 1.7 BOQ 44.5 40.2 QSRatio 0 Westbound TR 0.0 669 1900 2 0 1668 763 0.40 0.88 0.46 1.000 3 1.00 1.00 48.7 2.1 8.7 57.4 25.0 0 1.2 68.9 1.4 80.4 1.5 86.2 1.6 91.9 1.7 97.7 Northbound 0 0 0 Southbound. R 0.0 397 1900 0 0 1 150 394 0.27 1.01 0.27 1.000 3 1.00 1.00 31.9 1.3 8.4 4].3 25.0 0 1.2 43.3 1.4 5S.4 1.5 67.4 1.6 6--! . 1.7 6?.5 ERROR MESSAGES No errors to report. ' HCS+: Signalized Intersections-Release 5.1 Analyst: R. Mesimer Inter.: Drew St at NE Coachman Built ' Agency: Mesimer and Associates, Inc. Area Type: CBD or Similar ---? Date: 10/23/06 Jurisd: Clearwater Period: PM Peak Hour Year 2008 Project ID: Boos Development ' E/W St: Drew Street N/S St: N. E. Coachman SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound L T R L T R i L T R i L T R No. Lanes 2 2 0 0 2 0 LGConfig L T TR Volume 549 1082 ( 1120 37 Lane Width 12.0 12.0 12.0 ' RTOR Vol 1 0 0 0 0 0 0 R. 417 12.0 60 Duration 0.25 Area Type: CBD or Similar Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P 10 Left Thru P P Thru ' Right i Right Peds Peds WB Left SB Left ' Thru P Thru Right A i Right Peds . Peds NB Right EB Right SB Right P EB Right Green 78.7 132.3 0.0 10.0 52.3 0.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: 289.3 Intersection Performance Summary ' Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS secs ' Eastbound L 841 3093. 0.73 0.27 100.9 F T 2372 3192 0.51 0.74 16.1 B 44.6 D westbound ' TR 1453 3177 0.88 0.46 79.7 E 79.7 E Northbound Southbound 152.6 F R 394 1450 1.01 0.27 152.6 F Intersection Delay = 69.8 (sec/veh) Intersection LOS = 2S ' HCS+: Signalized Intersections Release 5.1 ' Phone: Fax: E-Mail. OPERATIONAL ANALYSIS Analyst: R..Mesimer Agency/Co.: Mesimer and Associates, Inc. Date Performed: 10/23/06 ' Analysis Time Period: PM Peak Hour Intersection: Drew St at NE Coachman Built Area Type: CBD or Similar ' Jurisdiction: Clearwater Analysis Year: 2008 Project ID: Boos Development East/West Street: Drew Street North/South Street: N. E. Coachman ' Eastbound L T R ' Volume 549 1082 % Heavy VehJ 2 2 PHF 0.90 0.-90 PK 15 Vol 153 301 Hi Ln Vol % Grade 1 0 Ideal Sat 1900 1900 ' ParkExist NumPark 1120 37 2 2 0.90 0.90 311 10 0 1900 No. Lanes 2 2 0 0 0 2 0 0 0 0 LGConfig L T TR ' Lane Width 1 12.0 12.0 1 12.0 0 Adj Flow 610 1202 1285 ' %InSharedLni Prop LTs 0.000 0.000 Prop RTs 0.000 0.032 Peds Bikes 0 Buses 10 0 0 %InProtPhase ' Duration 0.25 Area Type: C3D or Similar OPERATING PARAMETERS Eastbound Westbound Northbound L T R ( L T R t L T R I Init Unmet 10.0 0.0 Arriv. Type13 3 Unit.Ext. 13.0 3.0 I Factor 1 1.000 ' Lost Time 12.0 2.0 Ext of g 12.0 2.0 Ped Min g Z VOLUME DATA Westbound Northbound Southbound L T R i L T R i L T R 0.0 3 3.0 1.000 2.0 2.0 3.2 417 2 0.90 116 0 I 1900 0 0 1 R 12.0 60 397 1.000 0 0 Southbound ?. L T R 0.0 3 3.0 1.000 2.0 2.0 3.2 ,. PHASE DATA Phase Combination 1 2 ' 3 4 5 6' 7. 8 EB Left P NB Left Thru P P Thru ' Right i Right Peds Peds WB Left i SB Left Thru P Thru Right A Right Peds ' Peds NB Right EB Right ' SB Right P i WB Right Green 78.7 132 .3 0.0 10.0 52.3 0.0 ' Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 ' Cycle Length: 289.3 secs VOLUME ADJUSTMENT AND SATURATION FLOW WORKSHEET Volume Adjustment Eastbound Westbound I Northbound Southbound L T R L T R L T R L T R Volume, V 549 1082 1120 37 417 PHF 10.90 0.90 0.90 0.50 0.90 Adj flow 610 1202 1244 41 397 ' No. Lanes 2 2 0 0 2 0 0 0 0 0 0 1R I Lane group L T TR 397 Adj flow 1610 1202 1285 Prop LTs 0.000 0.000 ' 1 000 Prop RTs 0.000 0.032 . Saturation Flow Rate (see Exhibit 16-7 to determine the adjustmen t factors) ' Eastbound Westbound Northbound Sou thbound. LG L T TR R 1900 So 1900 1900 1900 1 ' Lanes 2 2 0 0 2 0 0 0 0 0 0 000 1 fW 1.000 1.000 1.000 . 980 0 fHV 0.980 0.980 0.980 . 000 1 fG 1.000 1.000 1.000 . 000 1 fP 1.000 1.000 1.000 . 1.000 fBB 1.000 1.000 1.000 0.900 fA 0.900 0.900 0.900 1.000 ' fLU 0.971 0.952 0.952 0.865 fRT 1.000 0.995 fLT 0.950 1.000 1.000 Sec. fLpb 1.000 1.000 1.000 000 1 fRpb 1.000 1.000 . 1450 S 3093 3192 3 177 Sec. CAPACITY P.ND LCS WORKSHEET Capacity Analysis and Lan e Group Capacity 2? Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/C) . (c) .Ratio Eastbound Prot ' Perm Left L 610 3093 0.20 0.27 841 0.73 Prot ' Perm Thru T 1202 3192 0.38 0.74 2372 0.51 Right Westbound Prot ' Perm Left Prot Perm Thru TR 1285 3177 0.40 0.46 1453 0.88 Right ' Northbound Prot Perm Left ' Prot Perm Thru ' Right Southbound Prot Perm ' Left Prot Perm ' Thru Right R 397 1450 0.27 0.27 394 1.01 Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 0.00 Total lost time per cycle, L = 0.00 sec Critical flow rate to capacity ratio, Xc = (Yc) ( C) / (C - L) = 0.00 Control Delay and LOS Determination Appr/ Ratios Unf Prog Lane Incremental :es L ane Group =.pproach Lane Del Adj Grp Facto- Del gel ' Grp v/c g/C di Fact Cap k d2 c3 Delay LOS Delay LOS Eastbound ' L 0.73 0.27 95.5 1.000 841 0.50 5.4 _.0 100.9 F T 0.51 0.74 15.3 1.000 2372 0.50 0.8 _.0 16.1 B 4=.6 Westbound TR 0.88 0.4E 71.5 1.000 1453 0.50 8.2 :.0 79.7 E 7?.7 Northbound ' Southbound D E 132.6 F 'R 1.01 0.27 105.3 1.000 394 0.50 47.3 0.0 152.6 F Intersection delay = 69.8 (sec/veh) Intersection LOS = E SUPPLEMENTAL for Input EB WB NB SB opposed by Single (S) or Multiple (M) lane approach cycle length, C 289.3 sec Total actual green time for LT lane group, G (s) Effective permitted green time for LT lane group, g(s) 'Opposing effective green time, go (s) Number of lanes in LT lane group, N Number of lanes in opposing approach, No [Adjusted LT flow rate, VLT (veh/h) Proportion of LT in LT lane group, PLT Proportion of LT in opposing flow, PLTo Adjusted opposing flow rate, Vo (veh/h) 'Lost time for LT lane group, tL Computation volume per cycle, LTC=VLTC/3600 ,LT Opposing lane util. factor, fLUo 0.952 0.952 Opposing flow, Volc=VoC/[3600(No)fLUo] (veh/ln/cyc) gf=G[exp(- a * (LTC ** b))]-tl, gf<=g 'Opposing platoon ratio, Rpo (refer Exhibit 16-11) Opposing Queue Ratio, qro=Max[1-Rpo(gc/C),0] gq, (see Exhibit C16-4,5,6,7,8) gu=g-gq if gq>=gf, or = g-gf if gq<gf I n=Max (gq-gf ) /2, 0) PTHo=1-PLTo PL*=PLT [1+ (N-1) g/ (gf+gu/EL1+4 .24) ] ,EL1 (refer to Exhibit C16-3) EL2=Max((1-Ptho**n)/Plto, 1.0) fmin=2(1+PL)/g or fmin=2(1+P1)/g gdiff=max(gq-gf,0) lfm=[gf/g]+Egu/gl/[l+PL(ELl-1)), (min=fmin;max=1 . 00) flt=fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ] + [gdiff/g] / [l+PL (EL2-1) ] , (fmin<=fm<=1 .00) or flt= [fm+0.91 (N-1) ] /N** Left-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, 'see text. * If P1>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculation ** For permitted left-turns with mult_ple exclusive left-turn lanes, flt=fm. For special case of multilane approach opposed by single-lane approach or when gf>cq, see text. I SUPPLEMENTAL PE?`MITTED LT WORKSHEET for shared lefts Input EB ,Opposed by Single (S) or Multiple (M) laze approach Cycle length, C 289.3 sec ,Total actual green time for LT lane group, G (s) Effective permitted green time for LT lane group, g(s) Opposing effective green time, go (s) Number of lanes in LT lane group, N PER_I TTED LT WORKSHEET exclusive lefts WB NB SB 'Ll? ' Number of lanes in opposing approach, No Adjusted LT flow rate, VLT (veh/h) Proportion of LT in LT lane group, TLT 0.000 0.000 ' Proportion of LT in opposing flow,'PLTo Adjusted opposing flow rate, Vo (veh/h) Lost time for LT lane group, tL Computation LT volume per cycle, LTC=VLTC/3600 Opposing lane util. factor, fLUo 0.952 0.952 Opposing flow, Volc=VoC/[3600(No)fLUo] (veh/ln/cyc) gf=G [exp (- a * (LTC ** b)) J -tl, gf<=g opposing platoon ratio, Rpo (refer Exhibit 16-11) Opposing Queue Ratio, qro=Max[1-Rpo(go/C),OJ gq, (see Exhibit C16-4,5,6,7,8) gu=g-gq if gq>=gf, or = g-gf if gq<gf n=Max(gq-gf)/2,0) PTHo=1-PLTo PL*=PLT[1+(N-1)g/(gf+gu/EL1+4.24)J EL1 (refer to Exhibit C16-3) EL2=Max((1-Ptho**n)/Plto, 1.0) fmin=2 (1+PL) /g or fmin=2 (1+P1) /c gdiff=max(gq-gf,0) fm= [gf/gJ + [gu/g] / [l+PL (EL1-1) ] , (resin=fmin;max=1.00) flt=fm= [gf/gJ + [gu/gJ / [l+PL (EL1-1) J+ [gdiff/g] / [1+PL (EL2-1) ] , (fmin<=fm<=1.00) ' or flt= [fm+0.91 (N-1) J /N** Left-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, see text. * If P1>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculations. ** For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. 'For special case of multilane approach opposed by single-lane approach or when gf>gq, see text. SUPPLEMENTAL PEDESTRIAN-BICYCLE EFFECTS WORKSHEET Permitted Left Turns EB WB NB SE Effective pedestrian green time, cp (s) Conflicting pedestrian volume, Vped (p/h) Pedestrian flow rate, Vpedg (p/h) ' OCCpedg opposing queue clearing green, gq (s) Eff. ped. green consumed by opp. veh. queue, gq/gp ' OCCpedu opposing flow rate, Vo (veh/h) OCCr fumber of cross-street receiving lanes, N=ec umber of turning lanes, Nturn pbT .Proportion of left turns, PLT Proportion of left turns using prctected zhase, PLTA Left-turn adjustment, fLpb Permitted Right Turns Effective pedestrian green time, co (s) ' Conflicting pedestrian volume, Vped (p/h) Conflicting bicycle volume, Vbic (bicycle=/h) Vpedg OCCpedg Effective green, g (s) Vbicg Z? OCCbicg' OCCr Number of cross-street receiving lanes, Nrec Number of turning lanes, Nturn ApbT Proportion right-turns, PRT Proportion right-turns using protected phase, PRTA Right turn adjustment, fRpb SUPPLEMENTAL UNI?O_RM DELAY WORKSHEET ' EBLT WBLT NBLT SBLT Cycle length, C. 289.3 sec Adj. LT vol from Vol Adjustment Worksheet, v v/c ratio from Capacity Worksheet, X Protected phase effective green interval, g (s) ,Opposing queue effective green interval, gq Unopposed green interval, gu Red time r=(C-g-gq-gu) Arrival rate, qa=v/ (3600 (max [X, 1 . O]) ) Protected ph. departure rate, Sp=s/3600 ' Permitted ph. departure rate, Ss=s(gq=gu)/(gu*3600) XPerm XProt ' Case Queue at beginning of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Uniform Delay, dl Appr/ ' Lane Group DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Delay Unmet Unmet Demand Demand Unadj. Adj. Q veh t hrs. ds dl sec initial Final Initial Lane Queue Unmet Queue Group Param. Demand Delay Delay u Q veh d3 sec d sec nus LVUUnu L 0.0 0.00 105.3 95.5 0.00 0.0 0.0 100.9 T 0.0 0.00 37.1 15.3 0.00 0.0 0.0 16.1 0.0 0.0 Westbound 0.0 0.0 TR 0.0 0.00 78.5 71.5 0.00 0.0 0.0 79.7 0.0 0.0 Northbound 0.0 0.0 0.0 0.0 0.0 0.0 'Southbound 0.0 0.0 0.0 0.0 R 0.0 0.00 105.3 105.3 0.00 0.8 0.0 _52.6 Intersection De lay 69.8 sec/-r`n Intersection LOS _ BACK OF QUF-j=-- WORK SHEET Eastbound I a Westbound Northbound Southbound neGroup ?L L T I TR R Init Queue 10.0 0.0 0.0 0.0 Flow Rate 314 631 674 397 So 1900 1900 1900 1900 No.Lanes 12 2 0 10 2 0 10 0 0 10 0 1 SL 1593 1676, 1668 I 1450 ' LnCapacity 1433 1245 763 394 Flow Ratio 0.20 0.38 0.40 0.27 v/c Ratio 10.73 0.51 0.88 1.01 ' Grn Ratio 10.27 0.74 0.46 ( 0.27 I Factor 1.000 1.000 1.000 AT or PVG 13 3 3 3 Pltn Ratio 1.00 1.00 1.00 1.00 PF2 1.00 1.00 I 1.00 1.00 Q1 22.9 20.9 49.3 ) 31.9 kB 11.4 3.0 2.1 I 1.3 Q2 13.1 3.0 9.0 8.4 Q Average 26.0 23.9 58.3 40.3 Q Spacing 125.0 25.0 25.0 25.0 Q Storage 10 0 i 0 i i 0 Q S Ratio 70th Percentile Output: ' fB% 11.2 BOQ 131.2 1.2 28.7 I 1.2 1 69.9 I 1.2 1 48.3 QSRatio I I I I 85th Percentile Output: fB% 11.4 1.4 I 1.4- 1.4 ' BOQ 36.5 33.5 81.6 1 56.4 QSRatio I I 90th Percentile Output: fB% 11.5 1.5 1.5 1.5 BOQ 39.1 35.9 87.4 I 60.4 QSRatio 95th Percentile Output: fB% 11.6 1.6 1 1.6 1.6 BOQ 41.8 38.4 1 93.3 64.5 QSRatio I I 98th Percentile Output: fB% 11.7 1.7 1.7 I I 1.7 BOQ 44.5 40.9 99.1 68.5 ' QSRatio ERROR MESSAGES No errors to report. 13v na bu Vi A HCS Signa d I t ctions Release 5 1 ' +. ize n erse Analyst: R. Mesimer Inter.: Belcher Rd at Drew Street ?gency: Mesimer and Associates, Inc. Area Type: CBD or Similar ate:' 10/23/06 Jurisd: Clearwater Period: PM Peak Hour Year 2008 Project ID: Boos Development /W St: Drew Street N/S St: Belcher Road SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound I L T R L T R. L T R L T R No. Lanes 1 2 0 1- 2 O 1 2 0 GConfig L TR L TR L TR olume 255 899 96 180 816 280 126 1142 126 Lane Width 12.0 12.0 112.0 12.0 12.0 12.0 IRTOR Vol ( 0 1 0 1 0 1 2 0 1 L TR 1160 889 60 112.0 12.0 1 0 Duration 0.25 Area Type: CBD or Similar Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left P Thru P Thru P Right A Right A Peds Peds WB Left P SB Left P Thru P Thru P Right A Right A Peds Peds NB Right EB Right SB Right WB Right Green 17.2 52.2 0.0 10.2 53.4 0.0 Yellow 3.0 3.0 3.0 3.0 MA11 Red 1.0 1.0 1.0 1.0 ?Appr/ Lane Grp Lane Group Capacity Eastbound L 184 TR 1102 Westbound L 184 'TR 1076 Northbound L 109 ?TR 1127 Southbound L 109 TR 1133 Cycle Length: 149.0 -Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS 1593 1.54 0.12 333.2 F 3146 1.00 0.35 76.4 E 128.7 F 1593 1.09 .0.12 157.4 F 3070 1.13 0.35 119.7 F 125.0 F 1593 1.28 0.C7 250.2 F 3144 1.25 0.2-s 16 7. 5 F 175.3 F 1593 1.63 0.C7 391.5 F 3162 0.93 0._6 60.6 E 108.5 F 1 Intersection Delay = 136.2 (s=c/veh) ntersection LOS = F secs ' HCS+: Signalized Intersections Release 5.1 Phone: Fax: E-Mail. OPERATIONAL ANALYSIS Analyst: R. Mesimer Agency/Co.: Mesimer and Associates, Inc. Date Performed: 10/23/06 Analysis Time Period: PM Peak Hour Intersection: Belcher Rd at Drew Street Area Type: CBD or Similar Jurisdiction: Clearwater Analysis Year: 2008 Project ID: Boos Development East/West Street: Drew Street North/South Street: Belcher Road Eastbound L T R Volume 1255 899 96 % Heavy VehJ2 2 2 PHF ' 0.90 0.90 0.90 PK 15 Vol 171 250 27 ' Hi Ln Vol % Grade 1 0 Ideal Sat 1900 1900 ' ParkExist NumPark VOLUME DATA Westbound Northbound Southbound L T R L T R L T R I i 180 816 280 2 2 2 0.90 0.90 0.90 50 227 78 0 1900 1900 126 1142 126 2 2 2 0.90 0.90 0.90 35 317 35 0 1900 1900 No. Lanes 1 2 0 1 2 0 1 2 0 LGConfig L TR I L TR I L TR Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vol 1 0 1 0 1 0 Adj Flow 283 1106 200 1218 140 1409 %InSharedLni Prop LTs 0.000 0.000 0.000 Prop RTs 0.097 0 .255 0. 099 Peds Bikes 0 0 0 Buses 10 0 1 0 0 1 0 0 %InProtPhase ' Duration 0.25 Area Type: CBD or Similar OPERATING P ARAMETERS Eastbound Westbound Nor thbound L T R L T R L T R Init Unmet 10.0 0.0 10.0 0.0 J0.0 0.0 Arriv. TypeJ3 3 13 3 13 3 Unit Ext. 13.0 3.0 13.0 3.0 13.0 3.0 I Factor 1 1.000 1 1.00= 1 1.000 Lost Time 12.0 2.0 12.0 2.0 12.0 2.0 Ext of g 12.0 2.0 12.0 2.0 12.0 2.0 Ped Min g 1 3.2 1 3.2 1 3.2 160 889 60 2 2 2 0.90 0.90 0.90 44 247 17 0 1900 1900 1 2 L TR 12.0 12.0 0 178 .1055 0.000 0.064 0 0 0 Southbour_i L T 0.0 0.0 3 3 3.0 3.0 1.000 2.0 2.0 2.0 2.0 3.2 PHASE DATA Phase Combination 1 2 3 4 5 6 7 8 EB -Left P N3 Left P Thru P Thru P ' Right A i Right A Peds Peds WB Left P SB Left P Thru P Thru P Right A i Right A Peds Peds NB Right EB Right SB Right W3 Right Green 17.2 52.2 0.0 10.2 53.4 0.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 ' Cycle Length: 149.0 secs VOLUME ADJUSTMENT AND SATURATION FLOW WORKSHEET ' Volume Adjustment Eastbound Westbound Northbound Southbound L T R L T R L T R L T R Volume, V 255 899 96 180 516 28C 126 1142 126 160 889 60 PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj flow 283 999 107 200 907 311 140 1269 140 178 988 67 No. Lanes 1 2 0 1 2 0 1 2 0 1 2 0 Lane group I L TR L TR L TR L TR Adj flow 283 1106 200 1218 140 1409 178 1055 Prop LTs 1 0.000 1 0.000 1 0.000 1 0.000 ' Prop RTs 0.097 0.255 0.099 0.064 Saturation Flow Rate (see Exhibit 16-7 tc determine the adjustment factors) Eastbound Westbound Northbound Southbound. t LG L TR L TR L TR L TR So 1900 1903 1900 1900 1900 1900 1900 1900 Lanes 1 2 0 1 2 0 1 2 0 1 2 0 fW 1.000 1.000 1.000 1.000 1.000 1.00C 1.000 1.000 fHV 0.980 0.930 0.980 0.9Eo 0.980 C . 9 8 C 0.980 0.980 1.000 1.000 fG 1.000 1.030 1.000 LOCO 1:000 1.000 fp 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fBB 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fA 0.900 0.930 0.900 0.900 0.900 0.90C 0.900 0.900 fLU 1.000 0.952 1.000 0.952 1.000 0.952 1.000 0.952 fRT 0.935 0.962 0.985 0.990 fLT 0.950 1.030 0.950 1.000 0.950 1.000 0.950 1.000 Sec. ' fLpb 1.000 1.000 1.000 1.000 1.000 =.OOC ?.000 1.000 fRpb 1.000 1.000 1.000 1.000 S 1593 3146 1593 3070 1593 3144 1593 3162 SeC CAPACITY AND 4.05 WORKSHEET Capacity Analysis and Lane Group Capacity ?7 Adj Adj Sat Flow Green --Lane Group-- ' Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/C) (c) Ratio Eastbound Prot Perm t Left L 283 1593 # 0.18 0.12 184 1.54 Prot Perm Thru TR 1106 3146 0.35 0.35 1102 1.00 ' Right Westbound Prot ' Perm Left L 200 1593 0.13 0.12 184 1.09 Prot ' Perm Thru TR 1218 3070 # 0.40 0.35 1076 1.13 Right Northbound ' Prot Perm Left L 140 1593 0.09 0.07 109 1.28 ' Prot Perm Thru TR 1409 3144 # 0.45 0.36 1127 1.25 Right ' Southbound Prot Perm Left L 178 1593 # 0.11 0.07 109 1.63 Prot Perm Thru TR 1055 3162 0.33 0.36 1133 0.93 Right Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 1.13 ' Total lost time per cycle, L = 16.OC sec Critical flow rate to capacity ratio, Xc = (Yc) (C) / (C - L) = 1.27 ' Control Delay and LOS Determination Appr/ Ratios Unf Prog Lane Incremental -Fes Lane Group Approach Lane Del Adj Grp Factor Del Del Grp v/c g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound L 1.54 0.12 65.9 1.000 184 0.5C 267.4 ..0 333.3 F ' TR 1.00 0.35 48.4 1.000 1102 0.5C 28.0 .0 76.4 E 128.7 F Westbound L 1.09 0.12 65.9 1.000 184 0.:Z 91.5 }.0 157.4 F TR 1.13 0.35 48.4 1.000 1076 0.5C 71.3 D.0 119.7 F 125.0 F Northbound ' L 1.28 0.07 69.4 1.000 109 0.:: 180.8 0.0 2EO.2 F TR 1.25 0.36 47.8 1.000 1127 - 0.5= 120.1 7.0 1E7.9 F 175.3 F ' Southbound L 1.63 0.07 69.4 1.000 109 0.50 322.5 0.0 351.9 F TR 0.93 0.36 46.0 1.000 1133 0.50 14.6 0.0 60.6 E 108.5 F ' Intersection. delay = 136.2 (sec/veh) 1 Input EB WB N3 SB Opposed by Single (S) or Multiple (M) lane approach Cycle length, C 149.0 sec Total actual green time for LT lane group, G (s) Effective permitted green time for LT lane group, g(s) ' Opposing effective green time, go (s) Number of lanes in LT lane group, N Number of lanes in opposing approach, No Adjusted LT flow rate, VLT (veh/h) ' Proportion of LT in LT lane group, PLT Proportion of LT in opposing flow, PLTo Adjusted opposing flow rate, Vo (veh/h) ' Lost time for LT lane group, tL Computation LT volume per cycle, LTC=VLTC/3600 Opposing lane util. factor, fLUo 0.952 0.952 0.952 ' Opposing flow, Volc=VoC/ [3600 (No) fLUo] (veh/ln/cyc) gf=G [exp (- a * (LTC ** b)) ] -tl, gf<=g opposing platoon ratio, Rpo (refer Exhibit 16-11) ' Opposing Queue Ratio, qro=Max[1-Rpo(go/C),0] gq, (see Exhibit C16-4,5,6,7,8) gu=g-gq if gq>=gf, or = g-gf if gq<gf ' n=Max(gq-gf) /2, 0) PTHo=1-PLTo PL*=PLT [1+ (N-1) g/ (gf+gu/EL1+4 .24) ] EL1 (refer to Exhibit C16-3) ' EL2=Max((1-Ptho**n)/Plto, 1.0) fmin=2 (1+PL) /g or fmin=2 (1+P1) /g gdiff=max(gq-gf,0) ' fm= [gf /g] + [gu/g] / [1+PL(EL1-1) ] , (min=fmin;max=1.00) flt=fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ] + [gdiff/g] / [l+FL (EL2-1) ] , (fmin<=fm<=1. or flt= [fm+0.91 (N-1) ] /N** Left-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, ' see text. * If P1>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculations. 0.952 00) ** For permitted left-turns with multiple exclusive left-turn lanes, flt=fr_. For special case of multilane approach apposed by single-lane approach ' or when gf>gq, see text. Input ' Opposed by Single(S) or Multiple(M) la-e approach Cycle length, C 149.0 sec Total actual green time for LT lane group, G (s) Effective permitted green time for LT lar_e group, g(s) ' Opposing effective green time, go (s) Number of lanes in LT lane group, N Intersection LOS = F SUPPLEMENTAL PERMITTED LT tiORKSHEET for exclusive lefts SUPPLEMENTAL PEP-MIliED LT KORKSHEET for shared lefts EB WB N3 SF Number of lanes in opposing approach, No ' Adjusted LT flow rate, VLT (veh/h) Proportion of LT in LT lane group, PLT 0.000 0.000 0.000 0.000 Proportion of-LT in opposing flow, PLTo ' Adjusted opposing flow rate, Vo (veh/h) Lost time for LT lane group, tL Computation LT volume per cycle, LTC=VLTC/3600 Opposing lane util. factor, fLUo 0.952 0.952 0.952 0.952 Opposing flow, Volc=VoC/[3600(No)fLUo] (veh/ln/cyc) gf=G[exp (- a * (LTC ** b)) ] -tl, gf<=g ' Opposing platoon-ratio, Rpo (refer Exhibit 16-11) Opposing Queue Ratio, qro=Max[1-Rpo(go/C).,0] gq, (see Exhibit C16-4,5,6,7,8) ' gu=g-gq if gq>=gf, or = g-gf if gq<gf n=Max(gq-gf)/2,0) PTHo=1-PLTo PL*=PLT [1+ (N-1) g/ (gf+gu/EL1+4 .24) ] ' EL1 (refer to Exhibit C16-3) EL2=Max((1-Ptho**n)/Plto, 1.0) fmin=2 (1+PL) /g or fmin=2 (1+P1) /g - gdiff=max(gq-gf,0) fm= [gf /g] + [gu/g] / [1+PL (EL1-1) ] , (min=fmin; max-1.00 ) flt=fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ] + [gdiff/g] / [l+PL (EL2-1) ] , (fmin<=fm<=1.00) ' or flt= [fm+0.91 (N-1) ] /N** Left-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, see text. * If P1>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculations. ** For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. For special case of multilane approach opposed by single-lane approach or when gf>gq, see text. SUPPLEMENTAL PEDESTRIAN-BICYCLE EFFECTS WORKSHEET Permitted Left Turns EE Effective pedestrian green time, gp (s) Conflicting pedestrian.volume, Vped (p/h) Pedestrian flow rate, Vpedg (p/h) OCCpedg opposing queue clearing green, gq (s) Eff. ped. green consumed by opp. veh. queue, gq/gp OCCpedu ' Opposing flow rate, Vo (veh/h) OCCr Number of cross-street receiving lane= Nrec Number of turning lanes, Nturn ApbT Proportion of left turns, PLT Proportion of left turns using protec=ed phase, PLTA Left-turn adjustment, fLpb Permitted Right Turns Effective pedestrian green time, gp (_) ' Conflicting pedestrian volume, Vped (p/h) Conflicting bicycle volume, Vbic (bic:-cles/h) Vpedg ' OCCpedg Effective green, g (s) Vbicg WB NB SB OCCbicg ' OCCr Number of cross-street receiving lanes, Nrec Number of turning lanes, Nturn ' ApbT Proportion right-turns, PRT Proportion right-turns using protected phase, PRTA' ' Right turn adjustment, fRpb SUPPLEMENTAL UNIFORM DELAY WORKSHEET t Cycle length, C 149.0 sec Adj. LT Vol from Vol Adjustment Worksheet, v ' v/c ratio from Capacity Worksheet, X Protected phase effective green interval, g (s) Opposing queue effective green interval, gq Unopposed green interval, gu ' Red time r=(C-g-gq-gu) Arrival rate, qa=v/(3600(max[X,1.0])) Protected ph. departure rate, Sp=s/3600 Permitted ph. departure rate, Ss=s(gq+gu)/(gu*3600) XPerm XProt Case Queue at beginning of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr ' Uniform Delay, dl Appr/ ' Lane Group Initial Dur. Uniform Delay initial Final Initial Lane Unmet Unmet Queue Unmet Queue Group Demand Demand Unadj. Adj. Param. Demand Delay Delay Q veh t hrs. ds dl sec u Q veh d3 sec d sec Eastbound ' L 0.0 0.00 65.9 65.9 0.00 24.8 0.0 333.3 TR 0.0 040 48.4 48.4 0.00 1.0 0.0 76.4 0.0 0.0 Westbound L 0.0 0.00 65.9 65.9 0.00 4.0 0.0 157.4 TR 0.0 0.00 48.4 48.4 0.00 35.5 0.0 119.7 0.0 0.0 Northbound L 0.0 0.00 69.4 69.4 :1.00 7.8 0.0 250.2 TR 0.0 0.00 47.8 47.8 01.00 70.5 0.0 167.9 0.0 0.0 Southbound L 0.0 0.00 69.4 69.4 0.00 17.3 0.0 391.9 TR 0.0 0.00 47.8 46.0 _-.00 0.0 0.0 60.6 ' 0.0 0.0 Intersection Delay 136.2 sec/ve= Intersection LOS F EBLT WBLT NBLT SBLT DELAY/LOS WORKSHEET WITH INITIAL QUEUE BACK OF QUEU-E WORKSHEET ,Y\ r Eastbound ' LaneGroup (L TR Init Queue 10.0 0.0 Flow Rate 1283 580 So (1900 1900 No.Lanes I1 2 0 SL (1593 1652 LnCapacity 1184 578 ' Flow Ratio 10.18 0.35 v/c Ratio 11.54 1.00 Grn Ratio 10.12 0.35 ' I Factor ( 1.000 AT or PVG 13 3 Pltn Ratio 11.00 1.00 PF2 11.00 1.00 Q1 (11.7 24.0 kB (0.5 1.1 ' Q2 (13.7 9.1 Q Average 125.4 33.1 Q Spacing 125.0 25.0 Q Storage (0 0 ' Q S Ratio ( 70th Percentile Output: fB (1.2 1.2 BOQ 130.5 39.7 ' QSRatio ( 85th Percentile Output: fB% (1.4 1.4 ' BOQ 135.6 46.3 QSRatio ( 90th Percentile Output: fB% (1.5 1.5 BOQ 138.1 49.7 QSRatio ( 95th Percentile Output: fB% (1.6 1.6 BOQ 140.8 53.0 QSRatio ( 98th Percentile Output: fB% (1.7 1.7 BOQ 143.4 56.3 ' QSRatio ( No errors to report. k) Westbound L TR 0.0 0.0 200 639 1900 1900 1 2 0 1593 1612 184 565 0.13 0.40 1.09 1.13 0.12 0.35 1.000 3 3 1.00 1.00 1.00 1.00 8.3 26.4 0.5 1.1 4.7 15.0 12.9 41.5 25.0 25.0 0 0 1.2 1.2 15.6 49.£ 1.4 1.4 18.4 58.1 1.5 1.5 19.9 62.2 (1.7 1.6 (21.7 66.4 ( 1.8 1.7 23.5 70.5 Northbound L TR 0.0 ,0.0 140 740 1900 1900 1 2 0 1593 1651 109 591 0.09 0.45 1.28 1.25 0.07 0.36 1.000 3 3 1.00 1.00 11.00 1.00 5.8 30.6 0.3 1.1 5.1 23.1 110.9 53.8 125.0 25.0 IO 0 (1.2 1.2 (13.2 64.5 ( 1.4 1.4 15.6 75.3 1.6 1.5 16.9 80.6 1.7 1.6 18.6 86.0 (1.9 1.7 (20.3 91.4 ( ERRO= Z MESSAGES Southbound L TR 0.0 0.0 178 554 1900 1900 1 2 0 1593 1660 109 595 0.11 0.33 1.63 0.93 0.07 0.36 1.000 3 3 1.00 1.00 1.00 1.00 7.4 22.1 0.3 1.1 9.4 6.6 16.8 28.7 25.0 25.0 0 0 1.2 1.2 20.2 34.5 1.4 1.4 23.7 40.2 ( (1.5 1.5 (25.5 43.1 ( 1.6 1.6 27.5 46.1 1.8 1.7 29.4 49.0 ( HCS+: Signalized Intersections Release 5.1 Analyst: R. Mesimer Inter.: Belcher Rd at Drew St. build Agency: Mesimer and Associates, Inc. Area Type: CBD or Similar ?- Date: 10/23/06 Jurisd: Clearwater Period: PM Peak Hour Year 2008 Project-ID: Boos Development ' E/W St: Drew Street NIS St: Belcher Road SIGNALIZED INTERSECTION SUMM-RY Eastbound Westbound Northbound Southbound ' L T R I L T R I L T R L T R No. Lanes 1 2 0 1 2 0 1 2 0 1 2 0 ' LGConfig ( L TR L TR L TR L TR Volume 266 899 96 196 825 280 126 1 155 12 6 164 889 60 Lane Width 12.0 12.0 12.0 12.0 12.0 1 2.0 12.0 12.0 ' RTOR Vol 1 0 1 0 0 0 Duration 0.25 Area Type: CBD or Similar Signal Operations ' Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left P Thru P Thru P ' Right A Right A Peds Peds WB Left P SB Left P Thru P Thru P ' Right A Right A Peds Peds NB Right EB Right ' SB Right WB Right Green 16.5 49.4 0.0 9.9 52.2 0.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: 144.0 Interse ction Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 183 1593 1.62 0.11 365.4 F TR 1079 3146 1.03 0.34 81.2 F 141.2 F Westbound L 183 1593 1.19 0.11 191.2 F TR 1054 3071 1.17 0.34 132.1 F 141.0 F ' Northbound L 110 1593 1.27 0.07 243.0 F TR 1140 3145 1.25 0.36 165.1 F 172.0 F Southbound L 110 1593 1.65 0.07 398.4 F TR 1146 3162 0.92 0.36 57.2 E 107.4 F Interse ction Delay = 142.3 (sec/v eh) In ters ection LOS = F 1 secs i HCS+: Signalized Intersections Release 5.1 Phone: Fax: E-Mail. OPERATIONAL ANALYSIS Analyst: R. Mesimer Agency/Co.:; Mesimer and Associates, Inc". Date Performed: 10/23/06 Analysis Time Period: PM Peak Hour Intersection: Belcher Rd at Drew St. build Area Type: CBD or Similar Jurisdiction: Clearwater ' Analysis Year: 2008 Project ID: Boos Development East/West Street: Drew Street North/Scuth Street: Belcher Road VOLUME DATA Eastbound ' i L T R Volume Heavy Ve h 266 J2 899 2 96 2 PHF 0.90 0.90 0.90 PK 15 Vol 1 74 250 27 Hi Ln Vol % Grade 1 0 Ideal Sat 1900 1900 ParkExist NumPark Westbound Northbound Southbound L T R I L T R L T R 196 825 280 126 1155 126 164 889 60 2 2 2 12 2 2 12 2 2 0.90 0.90 0.50 0.90 0.90 0.90 0.90 0.90 0.90 54 229 78 135 321 35 146 247 17 0 1 0 0 1900 1900 11900 1900 11900 1900 No. Lanes 1 2 0 1 2 0 1 2 0 LGConfig I L TR L TR ( L TR Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 RTOR Vol ( 0 1 0 1 0 Adj Flow 296 1106 218 1228 1140 1423 %InSharedLn i Prop LTs 0.000 0.000 0.000 Prop RTs 0.097 0.253 0. 098 Peds Bikes 0 0 0 Buses 1 0 0 1 0 0 10 0 %InProtPhase Duration 0.25 Area Type: CBD or Similar ' OPERATING Pr?AMETERS Eastbou L T Init Unmet 10.0 0.0 Arriv. Type13 3 Unit Ext. 13.0 3.0 I Factor ( 1.000 Lost Time 12.0 2.0 Ext of g 12.0 2.0 Ped Min g 3.2 . Z t nd Westbound Northbound R I L T R I L T R 10.0 0.0 13 3 13.0 3.0 1.003 12.0 2.0 12.0 2.0 1 3.2 0.0 0.0 3 3 3.0 3.0 1.000 2.0 2.0 2.0 2.0 3.2 1 2 0 L TR 12.0 12.0 0 182 1055 0.000 0.064 0 0 0 Southbound L T R 0.0 0.0 3 3 3.0 3.0 1.000 2.0 2.0 2.0 2.0 3.2 Phase Combination 1 EB Left P Thru Right ' Peds WB Left P Thru Right Peds ' h i NB R g t SB Right 2 3 P A P A PHASE DATA 4 NB Le f t Thru r Right Peds SB Left Thru Right Peds EB Right WB Right 5 6 7 8 P P A P P A Green 16.5 49.4 0.0 9.9 52.2 0.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 1 Cycle L ength: 144.0 VOLUME ADJUSTMENT AND SAT URATION FLOW WORK SHEET Volume Adjustment ' Eastbound Westbound ( No rthbound Sou thbound L T R L T R L T R L T R Volume, V 1266 899 96 196 825 280 11-26 1155 126 164 889 6u PHF 0.90 0.90 0.90 ( 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj flow (296 999 107 218 917 311 140 1283 140 182 988 67 No. Lanes 1 2 0 1 2 0 1 2 0 1 2 0 Lane group L TR L TR L TR L TR Adj flow 296 1106 218 1228 140 1423 182 1055 Prop LTs 1 0.0 00 ( 0.000 ( 0.000 ( 0.000 Prop RTs 0.097 0.253 0 .098 0. 064 Saturation Flow Rate (see Exhibit 16-7 to determ ine the adj ustmen t factors Ea stbound Westbound Nort hbound Sou thbound LG L TR L TR L TR L TR So 1900 1900 1900 1900 1900 1900 1900 1900 Lanes 1 2 0 1 2 0 1 2 0 1 2 0 ' fW 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHV 0.980 0.980 0.980 0.980 0.580 0.980 0.9E0 0.980 fG 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 ' fP 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fBB 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fA 0.900 0.900 0.900 0.900 0.500 0.900 0.900 0.900 fLU 1.000 0.952 1.000 0.952 1.000 0.952 1.000 0.952 fRT 0.985 0.962 0.985 0.990 fLT 0.950 1.000 0.950 1.000 0.550 1.000 0.950 1.000 Sec. ' fLpb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 f Rpb 1.000 1.000 1.000 1.000 S 1593 3146 1593 3071 1553 3145 159- 3162 ' Sec. CAPACITY AND LOS WORKSH EET Capacity Analysis and Lane Group Capacity :1 secs Adj Adj Sat Flow Green --Lane Group-- ' Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/C) (c) Ratio ' Eastbound Prot Perm Left L 296 1593 0.19 0.11 183 1.62 ' Prot Perm Thru TR 1106 3146 0.35 0.34 1079 1.03 ' Right Westbound Prot 1 Perm Left L 218 1593 0.14 0.11 183 1.19 Prot Perm ' Thru TR 1228 3071 0.40 0.34 1054 1.17 Right Northbound Prot Perm Left L 140 1593 0.09 0.07 110 1.27 Prot Perm Thru TR 1423 3145 0.45 0.36 1140 1.25 Right Southbound Prot Perm Left L 182 1593 T 0.11 0.07 110 1.65 Prot Perm Thru TR 1055 3162 0.33 0.36 1146 0.92 Right Sum of flow ratios for critical lane groLms, Yc = Sum (v/.s) = 1.15 , Total lost time per cycle, L = 16 .00 sec Critical fl ow rate to capaci ty rat io, Xc = (Yc) (C)/(C-L) = 1.30 Control Del ay and LOS Determ inatio n Appr/ Rat ios Unf Prog Lane Incremental Res Lane Group Approach Lane Del Adj Grp Factor Del Del ,Grp v/c g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound L 1.62 0.11 63.8 1.000 183 0.50 301.6 0.0 365.4 F TR 1.03 0.34 47.3 1.000 1079 0.50 33.9 0.0 81.2 F 141.2 F Westbound L 1.19 0.11 63.8 1.000 183 0.50 127.4 0.0 191.2 F TR 1.17 0.34 47.3 1.000 1054 0.50 84.8 0.0 132.1 F 141.0 F Northbound L 1.27 0.07 67.1 1.000 110 0.50 176.0 0.0 243.0 F TR 1.25 0.36 45.9 1.000 1140 0.50 119.2 0.0 165.1 F 172.0 F Southbound L 1.65 0.07 67.1 1.000 110 0.50 331.3 0.0 398.4 F TR 0.92 0.36 43.9 1.000 1146 0.50 13.3 0.0 57.2 E 1C7.4 F ' Intersection delay = 142.3 (sec/veh) Input Intersection LOS = F SUPPLEMENTAL PERMITTED LT WORKSHEET for excldsive lefts EB WB NB SB Opposed by Single (S) or Multiple (M) lane approach Cycle length, C 144.0 sec Total actual green time for LT lane group, G (s) Effective permitted green time for LT lane group, g(s) Opposing effective green time, go (s) Number of lanes in LT lane group, N Number of lanes in opposing approach, No Adjusted LT flow rate, VLT (veh/h) Proportion of LT in LT lane group, PLT Proportion of LT in opposing flow, PLTo Adjusted opposing flow rate, Vo (veh/n) ' Lost time for LT lane group, tL Computation LT volume per cycle, LTC=VLTC/3600 Opposing lane util. factor, fLUo 0.952 0.952 0.952 0.952 Opposing flow, Volc=VoC/[3600(No)fLUo] (veh/ln/cyc) gf=G[exp(- a * (LTC ** b))]-tl, gf<=g opposing platoon ratio, Rpo (refer Exhibit 16-11) ' Opposing Queue Ratio, qro=Max[1-Rpo(go/C),0] gq, (see Exhibit C16-4,5,6,7,8) gu=g-gq if gq>=gf, or = g-gf if gq<gf ' n=Max (gq-gf ) /2, 0) PTHo=1-PLTo PL*=PLT[1+(N-1)g/(gf+gu/EL1+4.24)] EL1 (refer to Exhibit C16-3) i EL2=Max((1-Ptho**n)/Plto, 1.0) fmin=2(1+PL)/g or fmin=2(1+P1)/g gdiff=max(gq-gf,0) fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ] , (min=fmin;max=1.00) flt=fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ]+ [gdiff/g] / [1+PL (EL2-1) ] , (fmin<=fm<=1.00) or flt= [fm+0.91 (N-1) ] /N** Left-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, see text. - * If Pl>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculation=. ** For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. For special case of multilane approach opposed by single-lane approach or when gf>gq, see text. Input SUPPLEMENTAL PERMITTED LT WORKSHEET for shared lefts I Opposed by Single (S) or Multiple (M) la =e approach Cycle length, C 144.0 Total actual green time for LT lane c=oup, G (s) Effective permitted green time for LT lane group, opposing effective green time, go (s) Number of lanes in LT lane group, N S E3 WB NB SB sec g (s) Number of lanes in opposing approach, No ' Adjusted LT flow rate, VLT (veh/h) Proportion of LT in LT lane group, PLT 0.000 0.000 0.000 0.000 Proportion of LT in opposing flow, PLTo Adjusted opposing flow rate, Vo (veh/h) Lost time for LT lane group, tL Computation LT volume per cycle, LTC=VLTC/3600 Opposing lane util. factor, fLUo 0.952 0.952 0.952 0.952 Opposing flow, Volc=VoC/[3600(No)fLUo] (veh/ln/cyc) gf=G[exp(- a * (LTC ** b))]-tl, gf<=g t opposing platoon ratio, Rpo (refer Exhibit 16-11) Opposing Queue Ratio, qro=Max [1-Rpo (go/C) , 0] gq, (see Exhibit C16-4,5,6,7,8) ' gu=g-gq if gq>=gf, or = g-gf if gq<gf n=Max(gq-gf)/2,0) PTHo=1-PLTo PL*=PLT [1+ (N-1) g/ (gf+gu/EL1+4 .24) ] EL1 (refer to Exhibit C16-3) EL2=Max((1-Ptho**n)/Plto, 1.0) fmin=2 (1+PL) /g or fmin=2 (1+P1) /g gdiff=max(gq-gf,0) fm= [gf/g] + [gu/g] / [l+PL (ELl-1) ] , (min=fmin;max=1.00) flt=fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ] + [gdiff/g] / [l+PL (EL2-1) ] , (fmin<=fm<=1.00) or flt= [fm+0.91 (N-1) ] /N** Left-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, see text. * If P1>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculations. ** For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. For special case of multilane approach opposed by single-lane approach or when gf>gq, see text. ' SUPPLEMENTAL PEDESTRIAN-BICYCLE EFFECTS WORKSHEET Permitted Left Turns EB WB NB SB Effective pedestrian green time, gp (s) Conflicting pedestrian volume, Vped (p/h) Pedestrian flow rate, Vpedg (p/h) ' OCCpedg opposing queue clearing green, gq (s) Eff. ped. green consumed by opp. veh. queue, gq/gp OCCpedu opposing flow rate, Vo (veh/h) OCCr Number of cross-street receiving lanes, ?;rec Number of turning lanes, Nturn ApbT Proportion of left turns, PLT ' Proportion of left turns using protected phase, FLTA Left-turn adjustment, fLpb Permitted Right Turns Effective pedestrian green time, ap (s) Conflicting pedestrian volume, Vped (p/h' Conflicting bicycle volume, Vbic (bicycles/h) Vpedg ' OCCpedg Effective green, g (s) Vbicg OCCbicg ' OCCr Number of cross-street receiving lanes, Nrec Number of turning lanes, Nturn ' ApbT Proportion right-turns, PRT Proportion right-turns using protected phase, PRTA ' Right turn adjustment, fRpb SUPPLEMENTAL UNIFORM DELAY WORKSHEET EBLT WBLT NBLT SBLT Cycle length, C 144.0 sec Adj. LT Vol from Vol Adjustment Worksheet, v v/c ratio from Capacity Worksheet, X Protected phase effective green interval, g (s) Opposing queue effective green interval, gq Unopposed green interval, gu Red time r=(C-g-gq-gu) Arrival rate, qa=v/ (3600 (max [X, 1 . O]) ) Protected ph. departure rate, Sp=s/3600 ' Permitted ph. departure rate, Ss=s(gq+Qu)/(gu*3600) XPerm XProt Case Queue at beginning of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr ' Uniform Delay, dl DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmet Queue Group Lane Demand Demand Unadj. Adj. Param. Demand Delay Delay Group Q veh t hrs. ds di sec u Q veh d3 sec d sec Eastbound ' L 0.0 0.00 63.8 63.8 0.00 28.3 0.0 365.4 TR 0.0 0.00 47.3 47.3 0.00 E.8 0.0 81.2 0.0 0.0 ' Westbound L 0.0 0.00 63.8 63.8 0.00 E.8 0.0 191.2 TR 0.0 0.00 47.3 47.3 0.00 43.5 0.0 132.1 ' 0.0 0.0 Northb ound L 0.0 0.00 67.1 67.1 C.00 ;.5 0.0 23.0 ' TR 0.0 0.00 45.9 45.9 0.00 70.7 0.0 165.1 0.0 0.0 Southb ound L 0.0 0.00 67.1 67.1 G.00 18.0 0.0 398.4 TR 0.0 0.00 45.9 43.9 C.00 C.0 0.0 57.2 ' 0.0 0.0 Intersection Delay 142.3 sec/ tie' In=ersection LOS F ' BACK OF QUS U-7E WORKSHE=T Eastbound LaneGroup 1L TR Init Queue 10.0 0.0 Flow Rate 1296 580 ' So 11900 1900 No.Lanes .11 2 0 SL 11593 1652 LnCapacity 1183 566 ' Flow Ratio 10.19 0.35 v/c Ratio 11.62 1.02 Grn Ratio 10.11 0.34 I Factor 1 1.000 AT or PVG ;13 3 Pltn Ratio 11.00 1.00 ' PF2 11.00 1.00 Q1 111.8 23.2 kB 10.5 1.1 Q2 115.3 9.7 Q Average 127.1 32.9 Q Spacing 125.0 25.0 Q Storage 10 0 Q S Ratio i 70th Percentile Output: fB% 11.2 1.2 ' BOQ 132.6 39.5 QSRatio 1 85th Percentile Output: fB% 11.4 1.4 BOQ 138.0 46.1 QSRatio 90th Percentile Output: fB% 11.5 1.5 BOQ 140.8 49.4 QSRatio 1 95th Percentile Output: fB% 11.6 1.6 BOQ 143.5 52.7 QSRatio 1 ' 98th Percentile Output: fB% 11.7 1.7 BOQ 146.3 56.0 QSRatio 1 Westbound L TR 0.0 0.0 218 644 1900 1900 1 2 0 1593 1612 183 553 0.14 0.40 1.19 1.16 0.11 0.34 1.000 3 3 1.00 1.00 1.00 1.00 8.7 25.8 0.5 1.0 6.4 16.5 15.1 42.3 25.0 25.0 0 0 1.2 1.2 18.2 50.7 1.4 1.4 21.4 59.2 1.5 1.5 23.1 63.4 1.6 1.6 25.0 67.6 1.8 1.7 26.8 71.8 Northbound L TR 0.0 0.0 140 747 1900 1900 1 2 0 1593 1651 110 598 0.09 0.45 1.27 1.25 0.07 0.36 1.000_ 3 3 1.00 1.00 1.00 1.00 5.6 29.9 0.3 1.1 4.9 23.1 10.5 53.0 25.0 25.0 0 0 1.2 1.2 12.8 63.6 11.4 1.4 115.1 74.2 1 11.6 1.5 116.5 79.5 1 1.7 1.6 18.2 84.8 1.9 1.7 19.8 90.1 Southbound L TR 0.0 0.0 182 554 1900 1900 1 2 0 1593 1660 110 601 0.11 0.33 1.65 0.92 0.07 0.36 1.000 3 -3 1.00 1.00 1.00 1.00 7.3 21.2 0.3 1.1 9.8 6.3 17.1 27.5 25.0 25.0 0 0 1.2 1.2 20.5 33.1 1.4 1.4 24.1 38.6 1.5 1.5 1 25.9 41.4 1.6 1.6 27.9 44.2 1.7 1.7 29.9 47.0 R No errors to report. 0 H ERROR MESSAGES V ' HCS+: Signalized Intersections Release 5.1 Analyst: R. Mesimer Inter.: Old Coachman @ Drew Agency: Mesimer and Associates, Inc. Flea Type: CBD or Similar ' Date: 10/23/06 jurisd: Clearwater Period: PM Peak Hour Year 2008 Project ID: Boos Development ' E/W St: Drew St N/S St: Old Coachman SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound ' L T R I L T R L T R L T R No. Lanes 1 2 0 1 2 0 1 1 1 1 1 0 ' LGConfig L TR I L TR I L T R I L. TR Volume 172 833 191 194 842 257 192 485 79 193 224 43 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 ' RTOR Vol 0 0 60 60 Duration 0.25 Area Type: CBD or Similar Signal Operations Phase Combination 1 2 3 4 I 5 6 7 8 EB Left P N3 Left P Thru P Thru P ' Right A Right P Peds Peds WB Left P SB Left P ' Thru P Thru P Right A Right A Peds Peds NB Right E. 3 Right SB Right K3 RighL Green 14.0 47.8 0.0 23.2 23.0 0.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 Cycle Length: 124.0 Appr/ Lane ' Lane Group Grp Capacity -Intersection Performance Summary Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delav LOS Delay LOS Eastbound L 180 TR 1196 ' Westbound L 180 TR 1187 Northbound L 298 T 311 ' R 264 Southbound L 298 TR 311 P 1593 0.44 0.11 59.1 E 3103 0.95 0.39 53.7 D 54.1 D 1593 1.20 0.11 186.2 F 3080 1.03 0.39 72.1 E 89.2 F 1593 0.71 0.19 61.0 E 1676 1.73 0.19 393.6 F 292.4 F 1425 0.08 0.15 42.3 D 1593 0.35 0.1; 47.0 D 1676 0.80 0.1_ 67.5 E 61.5 E Intersection Delay = 116.8 (sec,veh) _ntersection LOS = F secs k:) ' HCS+: Signalized Intersections Release 5.1 ' Phone: Fax: E-Mail. OPERATIONAL ANALYSIS Analyst: R. Mesimer Agency/Co.: Mesimer and Associates, Inc. Date Performed: 10/23/06 ' Analysis Time Period: PM Peak Hour Intersection: Old Coachman @ Drew Area Type: CBD or Similar Jurisdiction: Clearwater Analysis Year: 2008 Project ID: Boos Development ' East/West Street: Drew St North/South Street: Old Coachman ' Eastbound L T R Volume 172 833 191 % Heavy Veh 12 2 2 PHF 10.90 0_90 0.90 PK 15 Vol 120 231 53 Hi Ln Vol 1 % Grade 1 0 Ideal Sat 1900 1900 ' ParkExist NumPark No. Lanes 1 2 LGConfig L TR ' Lane Width 112.0 12.0 RTOR Vol 1 0 Adj Flow 180 1138 %InSharedLnl Prop LTs 1 0.000 Prop RTs 1 0.186 Peds Bikesl 0 Buses 10 0 %InProtPhase Duration 0.25 1 Eastbound 1 L T Init Unmet 10.0 0.0 ' Arriv. Type13 3 Unit Ext. 13.0 3.0 I Factor 1 1.000 Lost Time 12.0 2.0 Ext of g 12.0 2.0 Ped Min g 1 3.2 VOLUN. DATA Westbound Northbound Southbound L T R 1 L T R 1 L T R 194 842 257 1 192 485 79 2 2 2 1 2 2 2 0.90 0.90 0.90 1 0.90 0.90 0.50 54 234 71 153 135 22 0 1 0 1900 1900 1 1900 1900 1900 93 224 43 2 2 2 0.90 0.90 0.90 26 62 12 0 1900 1900 0 1 2 .0 1 1 1 L TR 1 L T 1 12.0 12.0 1 12.0 12.0 12.0 1 0 1 60 1 216 1222 1213 539 21 1 0.C?0 1 0.0 00 1 0.234 1 0.000 1.000 0 I 0 1 0 0 10 0 0 rea Type: CBD :r Similar OPERATIr= P P_RAMETERS 1 WestboLd 1 Northbo und R I L T R I L T A R 1 1 .0 L TR 12.0 12.0 60 103 249 0.000 C.000 C 0 0 S cuthbour_3 L T R 0.0 0.0 1 10.0 0.0 0. ( 10.0 0.0 3 3 13 3 3 13 3 3.0 3.0 13.0 3.0 3 13.0 3.0 1.OC) 1 1.000 1 1.000 2.0 2.0 12.0 2.0 2.: 12.0 2.0 2.0 2.0 12.0 2.0 2.7 12.0 2.0 3.2 1 3.2 1 3.2 Phase Combination 1 EB Left P Thru ' Right Peds ' WB Left P Thru Right Peds NB Right SB Right PHASE DATA 2 3 4 5 6 7 8 NB Left P P Thru P A Right P Peds SB Lef t P P Thru P A Right A Peds EB Right WB Right Green 14.0 47.8 0.0 23.2 23.0 0.0 ' Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 ' Cycle Length: 124.0 VOLUME ADJUSTMENT AND SATURATI ON FLOW WORKSHEET Volume Adjustment Eas tbou nd Westbound N orthbound Sou thbound L T R L T R L T R L T R ' Volume, V 172 833 191 194 .842 257 192 485 79 193 224 43 PHF 0.90 0.90 0.90 0.90 0.90 0.90 10.9 0 0.90 0.90 0.90 0.90 0.90 Adj flow 180 926 212 216 936 286 213 539 21 103 249 0 No. Lanes 1 2 0 1 2 0 1 1 1 1 1 0 Lane group L TR L TR I L T R L TR Adj flow 180 1138 216 1222 213 539 21 1103 249 Prop LTs 1 0.0 00 1 0.000 1 0.00 1 0.000 ' Prop RTs 0. 186 0.234 0.000 1.000 0. 000 Saturation Flow R ate (see Exhibit 16-7 to determine the adjustmen t factors Ea stbound Westbound Nor thbound Sou thbound ILG L TR L TR L T R L TR So 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lanes 1 2 0 1 2 0 1 1 1 1 1 0 fW 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHV 0.980 0.980 0.980 0.9E0 0.920 0.98C 0.980 0.980 0.960 fG 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 'fP 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fBB 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fA 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 fLU 1.000 0.952 1.000 0.952 1.000 1.000 1.000 1.000 1.000 'fRT 0.972 0.965 1.000 0.850 1.000 fLT 0.950 1.000 0.950 1.000 0.950 1.000 0.950 1.000 ec. f Lpb 1.000 1.000 . 1.000 1.000 1.000 1.000 1.000 1.000 Rpb f 1.000 1.000 1.000 1.000 1.000 S 1593 3103 1593 3080 1593 1676 1425 1593 1676 Sec. CAPACITY AND LOS WORKSHEET Capacity An alysis and Lane Group Capacity secs . Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt` Group (v) (s) (v/s) (g/C)- (c) Ratio Eastbound Prot Perm Left L 80 1593 0.05 0.11 180 0.44 Prot Perm Thru TR 1138 3103 0.37 0.39 1196 0.95 Right Westbound Prot ' Perm Left L 216 1593 € 0.14 0.11 180 1.20 Prot Perm Thru TR 1222 3080 T 0.40 0.39 1187 IL - 03 Right Northbound ' Prot Perm Left L 213 1593 T 0.13 0.19 298 0.71 ' Prot Perm Thru T 539 1676 r 0.32 0.19 311 1.73 Right R 21 1425 0.01 0.19 264 0.08 ' Southbound Prot Perm ' Left L 103 1593 0.06 0.19 298 0.35 Prot Perm ' Thru TR 249 1676 0.15 0.19 311 0.80. Right Sum of flow ratios for critical lane groups, Yc = Sum (v/s) = 0.99 Total lost time per cycle, L = 16.00 sec Critical flow rate to capacity ratio, Xc = (Yc) ( C) / (C - L) = 1.13 Control Delay and LOS Determination Appr/ Ratios Unf Prog Lane In cremental Res L ane Group =.pproach Lane Del Adj Grp Fa cto= Del Del ' Grp v/c g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound L 0.44 0.11 51.4 1.000 180 0.50 7.8 ='.0 59.1 E ' TR 0.95 0.39 37.0 1.000 1196 0.50 16.7 _'.0 53.7 D 53.1 D Westbound ' L 1.20 0.11 55.0 1.000 180 0.50 131.2 1.0 186.2 F TR 1.03 0.39 38.1 1.000 1187 0.50 34.0 -1.0 72.1 E 8?.2 F Northbound L 0.71 0.19 47.3 1.000 298 0.50 13.7 :.0 61.0 E T 1.73 0.19 50.5 1.000 311 0.513 343.1 :'.0 393.6 F 2;2.4 F ' R 0.08 Southbound 0.19 41.7 1.000 264 0.50 0.6 :.0 42.3 D L 0.35 0.19 43.8 1.000 298 0.50 3.2 0.0 47.0 D TR 0.80 0.19 48.3 1.000 311 0.50 19.2 7.0 67.5 E 6_.5 E C, Z Input EB WB NB SB ' Opposed by Single (S) or Multiple (M) lane approach Cycle length, C 124.0 sec Total actual green time for LT lane group, G (s) Effective permitted green time for LT lane group, g(s) ' Opposing effective green time, go (s) Number of lanes in LT lane group, N Number of lanes in opposing approach, No ' Adjusted LT flow rate, VLT (veh/h) Proportion of LT in LT lane group, PLT Proportion of LT in opposing flow, PLTo ' Adjusted opposing flow rate, Vo (veh/h) Lost time for LT lane group, tL Computation LT volume per cycle, LTC=VLTC/3600 ' Opposing lane util. factor, fLUo 0.952 0.952 1.0C011.000 Opposing flow, Volc=VoC/[3600(No)fLUo] (veh/ln/cyc) gf=G [exp (- a * (LTC ** b)) ] -tl, gf<=g opposing platoon ratio, Rpo (refer Exhibit 16-11) Opposing Queue Ratio, qro=Max[1-Rpo(go/C),0] gq, (see Exhibit C16-4,5,6,7,8) ' gu=g-gq if gq>=gf, or = g-gf if gq<gf n=Max(gq-gf)/2,0) PTHo=1-PLTo PL*=PLT [1+ (N-1) g/ (gf+gu/EL1+4.24) ] EL1 (refer to Exhibit C16-3) EL2=Max((1-Ptho**n)/Plto, 1.0) fmin=2 (1+PL) /g or fmin=2 (1+P1) /g ' gdiff=max(gq-9f,0) fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ] , (min=fmin; max=1.00) flt=fm= [gf/g] + [gu/g] / [1+PL (EL1-1) ] + [cdiff/g] / (1+PL (EL2-1) ] , (fmin<=fm<=_.00) or flt=[fm+0.91(N-1)]/N** ' Left-turn adjustment, fLT For special case of single-lane apprcacr opposed by multilane approach, see text. _ * If P1>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculations. ** For permitted left-turns with multiple exclusive left-turn lanes, f_t=fm. For special case of multilane approach opposed by single-lane approach or when gf>gq, see text. ' SUPPLEMENTAL P=R`dITTED LT WORKSHEET for shared lefts Input ' EB WE NB SB Opposed by Single(S) or Multiple(M) lane approach Cycle length, C 124.0 sec ' Total actual green time for LT lane croup, G (s) Effective permitted green time for LT lane group, g(s) Opposing effective green time, go (s) Number of lanes in LT lane group, N Intersection delay = 116.8 (sec/veh) Intersection LOS = F SUPPLEMENTAL PERMITTED LT WORKSHEET for exclusive lefts Number of lanes in opposing approach, No Adjusted LT flow rate, VLT (veh/h) Proportion of LT in LT lane group, PLT 0.000 0 . 000 0.000 0.000 Proportion of LT in opposing flow, PLTo Adjusted opposing flow rate, Vo (veh/h) Lost time for LT lane group, tL Computation LT volume per cycle, LTC=VLTC/3600 ` Opposing lane util. factor, fLUo 0.952 0.952 1.000 1.000 Opposing flow, Volc=VoC/[3600(No)fLUo] (veh/ln/cyc) ' gf=G[exp(- a * (LTC ** b))]-tl, gf<=g opposing platoon ratio, Rpo (refer Exhibit 16-11) Opposing Queue Ratio, qro=Max[1-Rpo(go/C),0] gq, (see Exhibit C16-4,5,6,7,8) ' gu=g-gq if gq>=gf, or = g-gf if gq<gf n=Max(gq-gf)/2,0) PTHo=1-PLTo PL*=PLT[1+(N-1)g/(gf+gu/EL1+4.24)] EL1 (refer to Exhibit C16-3) EL2=Max((1-Ptho**n)/Plto, 1.0) fmin=2 (1+PL) /g or fmin=2 (1+P1) /g ' gdiff=max(gq-gf,0) fm= [gf /g] + [gu/g] / [ 1+PL (EL1-1) ] , (min=fmir_; max=1.00 ) flt=fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ]+ [gdiff/g] / [l+PL (EL2-1) ] , (fmin<=fm<=1.00) or flt= [fm+0.91 (N-1) ] /N** Left-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, ' see text. * If P1>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculations. ** For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. For special case of multilane approach opposed by single-lane approach or when gf>gq, see text. SUPPLEMENTAL PEDESTRIAN-BICYCLE EFFECTS WORKSHEET Permitted Left Turns EB WB h3 SB ' Effective pedestrian green time, gp (s) Conflicting pedestrian volume, Vped (p/h) Pedestrian flow rate, Vpedg (p/h) OCCpedg Opposing queue clearing green, gq (s) Eff. ped. green consumed by opp. veh. queue, gq/gp OCCpedu ' Opposing flow rate, Vo (veh/h) OCCr Number of cross-street receiving lanes, N-ec Number of turning lanes, Nturn ApbT Proportion of left turns, PLT Proportion of left turns using protected _hase, PLTA Left-turn adjustment, fLpb Permitted Right Turns Effective pedestrian green time, cm (s) ' Conflicting pedestrian volume, Vped W h) Conflicting bicycle volume,. Vbic (bicycle=/h) ,Vpedg OCCpedg Effective green, g (s) Vbicg r ' OCCbicg OCCr Number of cross-street receiving lanes, Nrec ' Number of turning lanes, Nturn ApbT Proportion right-turns, PRT Proportion right-turns using protected phase, PRTA Right turn adjustment, fRpb SUPPLEMENTAL UNIFORM DELAY WORKSHEET ' Cycle len9th C 124.0 sec Adj. LT vol from Vol Adjustment Worksheet, v ' v/c ratio from Capacity Worksheet, X Protected phase effective green interval, g (s) Opposing queue effective green interval, gq Unopposed green interval, gu Red time r=(C-g-gq-gu) Arrival rate, qa=v/ (3600 (max [X, 1.0]) ) Protected ph. departure rate, Sp=s/3600 Permitted ph. departure rate, Ss=s(gc+gu)/(gu*3600) XPerm XProt Case Queue at beginning of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr ' Uniform Delay, di EBLT WBLT NBLT SBLT DELAY/LOS WORKSHEET WITH INITIAL QUEUE Appr/ Lane Group Initial Dur. Uniform Delay Initial Final Initial Lane Unmet Unmet Queue Unmet Queue Group Demand Demand Unadj. Adj. Param. Demand Delay Delay Q veh t hrs. ds dl se: u Q veh d3 sec d sec Eastbound ' L 0.0 0.00 55.0 51.4 0.00 0.0 0.0 59.1 TR 0.0 0.00 38.1 37.0 0.00 0.0 0.0 53.7 0.0 0.0 ' Westbound L 0.0 0.00 55.0 55.0 C.00 9.0 0.0 186.2 TR 0.0 0.00 38.1 38.1 C.00 8.7 0.0 72.1 ' 0.0 C.0 Northbound L 0.0 0.00 50.4 47.3 C.00 0.0 C.0 61.0 T 0.0 0.00 50.5 50.5 C•. 00 57.0 C.0 353.6 R 0.0 0.00 50.5 41.7 C.00 0.0 0.0 42.3 Southbound L 0.0 0.00 50.4 43.8 C.00 0.0 0.0 47.0 TR 0.0 0.00 50.5 48.3 C.00 0.0 C.0 67.5 0.0 C.0 Intersection Delay 116.8 s=_c`v=_ Intersection LOS F BACK OF QUEL? WORK SHEET 1S-? Eastbound ¦ LaneGroup IL TR Init Queue 10.0 0.0 Flow Rate 180 597 ' So 11900 1900 No.Lanes it 2 0 SL 11593 1629 LnCapacity 1180 628 Flow Ratio 10.05 0.37 v/c Ratio 10.44 0.95 ' Grn Ratio 10.11 0.39 I Factor 1.000 AT or PVG 13 3 Pltn Ratio 11.00 1.00 PF2 11.00 1.00 Q1 12.6 19.9 kB 10.4 1.0 ' Q2 10.3 7.0 Q Average 12.9 27.0 Q Spacing 125.0 25.0 ' Q Storage 10 0 Q S Ratio I 70th Percentile Output: fB% 11.3 1.2 BOQ 13.7 32.4 QSRatio I 85th Percentile Output: fB% 11.6 1.4 ' BOQ 14.6 37.8 QSRatio I ' 90th Percentile Output: fB% 11.8 1.5 BOQ 15.2 40.6 QSRatio I 95th Percentile Output: fB% 12.2 1.6 BOQ 16.3 43.3 QSRatio I 98th Percentile Output: fB% 12.5 1.7 BOQ 17.4 46.1 ' QSRatio I Westbound L TR 0..0 0.0 216 641 1900 1900 1 2 0 1593 1617 . 180 623 0.14 0.40 1.20 1.03 0.11 0.39 1.000 3 3 1.00 1.00 1.00 1.00 7.4 22.1 0.4 1.0 6.3 10.3 13.8 32.3 25.0 25.0 0 0 1.2 1.2 16.6 38.8 1.4 1.4 19.5 45.3 1.5 1.5 21.1 48.5 1.7 1.6 22.9 51.8 1.8 1.7 24.7 55.1 No errors to report. Northbound IL T R 10.0 0.0 0.0 1 213 539 21 11900 1900 1900 it 1 1 11593 1676 1425 1298 311 264 10.13 0.32 0.01 10.71 1.73 0.08 10.19 0.19 0.19 1 1.000 13 3 3 11.00 1.00 1.00 11.00 1.00-1.00 16.9 18.6 0.6 10.6 0.6 0.6 11.4 29.9 0.0 18.2 48.5 0.6 125.0 25.0 25.0 10 0 0 1.2 1.2 1.3 10.1 58.2 0.8 1.5 1.4 1.7 12.0 67.9 1.1 1.6 1.5 1.9 13.2 72.7 1.3 Southbound L TR 0.0 0.0 103 249 19001900 1 1 0 1593 1676 298 311 0.06 0.15 0.35 0.80 0.19 0.19 1.000 3 3 1.00 1.00 1.00 1.00 3.1 8.2 0.6 0.6 0.3 2.0 3.4 10.2 25.0 25.0 0 0 11.3 1.2 14.3 12.4 1 11.6 1.4 15.3 14.7 1 11.8 1.6 16.0 16.0 1 11.8 1.6 2.5 12.1 1.7 114.8 77.6 1.6 1 17.2 17.7 1 12.0 1.7 3.0 12.5 1.9 116.4 82.4 2.0 1 18.4 19.4 1 ERROR ME-ZSAGES HCS+: Signalized Intersections Release 5.1 'Analyst: R. Mesimer Inter.: Old Coachman @ Drew Built ,Agency: Mesimer and Associates, Inc. Area Type: CBD or Similar Date: 10/23/06 Jurisd: Clearwater Period: PM Peak Hour Year 2008 Project ID: Boos Development ?E/W St: Drew St ?N/S St: Old Coachman SIGNALIZED INTERSECTION SUMMARY No. Lanes 'LGCon f ig Volume Lane Width ORTOR Vol Eastbound L T R 1 2 0 1 L TR 173 837 192 112.0 12.0 1 0 Westbound Northbound Southbound L• T R I L T R L T R 1 2 0 L• TR 194 848 257 12.0 12.0 0 1 1 1 1 1 0 L T R L TR 196 485 79 193 224 45 12.0 12.0 12.0 12.0 12.0 60 1 0 Duration 0.25 Area Type: CBD or Similar Signal Operations I Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left P Thru P Thru P I Right A Right P Peds Peds WB Left P S3 Left P I Thru P Thru P Right A Right A Peds Peds NB Right EB Right lSE Right W3 Right Green 14.7 49.9 0.0 24.2 24.2 0.0 Yellow 3.0 3.0 3.0 3.0 r11 Red 1.0 1.0 1.0 1.0 Cycle Length: 129.0 Intersection Performance Summary Lane Adj Sat Ratios Lane Group Approach ,Appr/ Lane Group Flow Rate Grp Capacity (s) Y/c g/C Delay LOS Delay LOS Eastbound L 182 TR 1200 ,Westbound L 182 TR 1191 ,Northbound L 299 I T 314 R 267 Southbound L 299 t R 307 1593 C.45 0.1: 61.0 E 3103 C.95 0.3° 55.2 E 5S.6 E 1593 1.19 0.1? 183.1 F 308) 1.03 0.39 73.9 E 90.3 F 1593 C.73 0.19 63.8 E 1675 1.72 0.19 388.0 F 287.9 F 1425 C.08 0.19 43.8 D 1593 C.34 0.19 48.6 D 1634 C.97 0.19 97.3 F 84.8 F Intersection Delay = 118.6 (sec/veh) I=tersection LOS = F secs HCS+: Signalized Intersections Release 5.1 I ''Phone: Fax: E-Mail: OPERATIONAL ANALYSIS ' Analyst: R. Mesimer Agency/Co.: Mesimer and Associates, Inc. Date Performed: 10/23/06 ' Analysis Time Period: PM Peak Hour Intersection: Old Coachman @ Drew Built Area Type: CBD or Similar Jurisdiction: Clearwater Analysis Year: 2008 Project ID: Boos Development East/West Street: Drew St North/South Street: Old Coachman VOLUM- DATA ' Eastbound Westbound Northbound Southbound L T R L T R I L T R I L T R Volume 1 73 837 192 194 848 257 196 485 79 ' % Heavy VehJ 2 2 2 1 2 2 2 1 2 2 2 1 PHF 0.90 0.•90 0.90 0.90 0.90 0.90 1 0.90 0.90 0.90 PK 15 Vol 1 Hi Ln Vol I 20 233 53 1 1 54 236 71 1 1 54 135 22 l 16 Grade 1 0 1 0 1 0 Ideal Sat 1900 1900 1900 1900 1900 1900 1900 ParkExist No. Lanes 1 2 0 1 2 0 1 1 1 LGConfig L TR I L TR L T R ' Lane Width 12.0 12.0 12.0 12.0 1 12.0 12.0 12.0 RTOR Vol 1 0 1 0 1 60 Adj Flow 181 1143 216 1228 218 539 21 ' %InSharedLn i I Prop LTs 0.000 0.0-0 0.0 00 Prop RTs 0 .186 0 .233 0.000 1.000 Peds Bikes 0 ?. 0 0 ' Buses 10 0 10 0 1 C 0 0 %InProtPhase ' Duration 0.25 Area Type: CBD =r Similar E -TERS OPERATIh- PA.R.AM Eastbound Westbo=d Northbound L T R L T R L T R Init Unmet 10.0 0.0 10.0 0.0 IC.0 0.0 0.0 Arriv. Type13 3 13 3 1 : 3 3 Unit Ext. 13.0 3.0 13.0 3.0 1:.0 3.0 3.0 I Factor 1 Lost Time 12.0 1.000 2.0 1 12.0 1.00D 2.0 1 12.0 1.000 2.0 2.0 Ext of g 12.0 2.0 12.0 2.0 12.0 2.0 2.0 Ped Min g 1 3.2 3.2 1 3.2 93 224 45 2 2 2 0.90 0.90 0.90 26 62 13 0 1900 1900 1 1 0 L TR 12.0 12.0 0 103 299 0.000 0.167 0 0 0 Southbound L T R 10.0 0.0 13 3 13.0 3.0 1 1.000 12.0 2.0 12.0 2.0 1 3.2 '5 1Z ' PHASE DATA Phase Combi nation 1 2 3 4 5 6 7 8 EB Left P N3 Left P Thru P Thru P Right A ( Right P ' Peds Peds WB Left P S3 Left P ' Thru P ( Thru P Right A Right A Peds Peds ' NB Right E3 Right 1 SB Right W3 Right Green 14.7 49.9 0.0 24.2 24. 2 0.0 ' Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 ' Cycle L ength: 129.0 secs VOLUME ADJUSTMENT AND SATURATION FLOW WORK SHEET Volume Adjustment ' Eas tbound Westbound Northbou nd Sou thbound L T R L T R L T R L T R Volume, V ?73 837 192 194 848 257 196. 485 79 193 224 45 PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj flow 181 930 213 1216 942 286 1218 539 21 103 249 50 No. Lanes 1 2 0 ( 1 2 0 1 1 1 1 1 0 Lane group L TR I L TR L T R L TR Adj flow 181 1143 216 1228 218 539 21 1103 299 Prop LTs 1 0.000 1 0.00 0 1 0.00 0 1 0.000 Prop RTs 0. 186 0.233 0.000 1 .000 0. 167 Saturation Flow R ate (see Exhibit 16-7 to determine th e adjustmen t factors) Ea stboun d Westbound North-bound Sou thbound ' LG L TR L TR L T R L TR So 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lanes 1 2 0 1 2 0 1 1 1 1 1 0 fW 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHV 0.980 0.980 0.980 0.980 0.980 C.980 0.980 0.980 0.980 fG 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fP 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fBB 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fA 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 fLU 1.000 0.952 1.000 0.952 1.000 1.000 1.000 1.000 1.000 f RT 0.972 0.965 1.000 0.850 0.975 fLT 0.950 1.000 0.950 1.000 0.950 1.000 0.950 1.000 Sec. ?fLpb 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fRpb 1.000 1.000 1.000 1.000 1.000 S 1593 3103 1593 3080 1593 1676 1425 1593 1634 Sec. ' CAPACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capac ity Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c .Mvmt . Group (v) (s) (v/s) (g/C) (c) Ratio ' Eastbound Prot Perm Left L 81 1593 0.05 0.11 182 0.45 ' Prot Perm Thru TR 1143 3103 0.37 0.39 1200 0.95 Right Westbound Prot Perm Left L 216 1593 # 0.14 0.11 182 1.19 Prot Perm Thru TR 1228 3080 # 0.40 0.39 1191 1..03 Right Northbound ' Prot Perm Left L 218 1593 # 0.14 0.19 299 0.73 Prot Perm Thru T 539 1676 # 0.32 0.19 314 1.72 Right R 21 1425 0.01 0.19 267 0.08 'Southbound Prot Perm Left L 103 1593 0.06 0.19 299 0.34 Prot Perm Thru TR 299 1634 0.18 0.19 307 0.97 Right Sum of flow ratios for critical lane croups, Yc = Sum (v/s) = 0.99 otal lost time per c ycle, L = 16.00 sec Critical flow rate to capacity ratio, Xc = (Yc)(C)/( C-L) = 1.13 Control Delay and LOS Determination Appr/ Ratios Unf Prog Lane Incremental Res Lane Group Approach Lane Del Adj Grp Factor Del Del Grp v/c g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound L 0.45 0.11 53.3 1.000 182 0.=0 7.7 0.0 61.0 E ?TR 0.95 0.39 38.4 1.000 1200 0.50 16.8 0.0 55.2 E 55.6 E Westbound 1.19 0.11 57.2 1.000 182 0.50 126.0 0.0 183.1 F rrR 1.03 0.39 39.5 1.000 1191 0.50 34.4 0.0 73.3 E 90.3 F orthbound 0.73 0.19 49.3 1.000 299 0.30 14.5 0.0 63.3 E 1.72 0.19 52.4 1.000 314 0.E0 335.6 0.0 388.0 F 287.9 F R 0.08 0.19 43.2 1.000 267 0.=0 0.6 0.0 43.3 D outhbound 0.34 0.19 t 45.5 1.000 299 0.=0 3.1 0.0 48.5 D TR 0.97 0.19 52.1 1.000 307 0.50 45.2 0.0 97.3 F 84.8 F Intersection delay = 118.6 (sec/veh) Intersection LOS = F SUPPLEMENTAL PERMITTED LT WORKSHEET for exclusive lefts Input EB WB NB SB Opposed by Single (S) or Multiple (M) lane approach Cycle length, C 129.0 sec Total actual green time for LT lane group, G (s) Effective permitted green time for LT lane group, g(s) Lumber pposing effective green time, go (s) of lanes in LT lane group, N Number of lanes in opposing approach, No Adjusted LT flow rate, VLT (veh/h) ' Proportion of LT in LT lane group, PLT ' Proportion of LT in opposing flow, PLTo Adjusted opposing flow rate, Vo (veh/h) Lost time for LT lane group, tL Computation LT volume per cycle, LTC=VLTC/3600 Opposing lane util. factor, fLUo 0.952 0.952 1.000 1.000 Opposing flow, Volc=VoC/[3600(No)fLUo] (veh/ln/cyc) gf=G [exp (- a * (LTC ** b)) ] -tl, gf<=g opposing platoon ratio, Rpo (refer Exhibit 16-11) Opposing Queue Ratio, qro=Max[l-Rpo(go/C),0] gq, (see Exhibit C16-4,5,6,7,8) if gq>=gf, or = g-gf if gq<gf ,gu=g-gq n=Max (gq-gf) /2, 0) PTHo=1-PLTo PL*=PLT[1+(N-1)g/(gf+gu/EL1+4.24)] EL1 (refer to Exhibit C16-3) EL2=Max((1-Ptho**n)/Plto, 1.0) fmin=2(1+PL)/g or fmin=2(1+P1)/g gdiff=max(gq-gf,0) I fm=[gf/g] + [gu/g] / [1+PL (EL1-1) ] , (min=fmdn;max=1.00) flt=fm= [gf/g] + [gu/g] / [l+PL (EL1-1) ]+ [gdiff/g] / [l+PL(EL2-1) ]., (fmin<=fm<=1.00) or f lt= [ fm+0.91 (N-1) ] /N* * Left-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, see text. * If P1>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculation ** For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. ' For special case of multilane approach opposed by single-lane approach or when gf>gq, see text. I Input SUPPLEMENTAL PE:L`?? 1 _ED LT WORKSHEET for share: lefts opposed by Single (S) or Multiple (M) lane approach Cycle length, C 129.0 sec Total actual green time for LT lane group, G (s) 'Effective permitted green time for LT lane group, g (s) Opposing effective green time, go (s) Number of lanes in LT lane group, N EB WB NB SB umber of lanes in opposing approach, No dj usted LT f low rate, VLT (veh/h) Proportion of LT in LT lane group, PLT 0.000 0:000 0,000 0.000 roportion of LT in opposing flow, PLTo djusted opposing flow rate, Vo (veh/h) ost time for LT lane group, tL Computation T volume per cycle, LTC=VLTC/3600 11pposing lane util. factor, fLUo 0.952 0.952 1.000 1.000 Opposing flow, Volc=VoC/ [3600 (No) fLUo] (veh/ln/cyc) f=G [exp (- a * (LTC ** b)) ] -tl, gf<=g pposing platoon ratio, Rpo (refer Exhibit 16-11) F Opposing Queue Ratio, qro=Max[l-Rpo(go/C),0] q, (see Exhibit C16-4,5,6,7,8) u=g-gq if.gq>=gf, or = g-gf if gq<gf (=Max(gq-gf)/2,O) PTHo=1-PLTo ULl *=PLT [1+ (N-1) g/ (gf+gu/EL1+4.24) (refer to Exhibit C16-3) EL2=Max((1-Ptho**n)/Plto, 1.0) min=2 (1+PL) /g or fmin=2 (1+P1) /g diff=max(gq-gf,0) (m=[gf/g1+[gu/g1/[1+PL(EL1-1)1, (min=fmin;max=1.00) flt=fm= [gf/g] + [gu/g] / [l+PL(EL1-1) ]+ [gdiff/g] / [l+PL(.EL2-1) ] , (fmin<=fm<=1.00) tr flt= [fm+0.91 (N-1) ] /N** eft-turn adjustment, fLT or special case of single-lane approach opposed by multilane approach, ee text. * If P1>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculations. * For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. or special case of multilane approach opposed by single-lane approach or when gf >gq, see text. SUPPLEMENTAL Permitted Left Turns PEDESTRIAN-BICYCLE EFFECTS WORKSHEET ffective pedestrian green time, gp (s) onflicting pedestrian volume, Vped (p/h) Pedestrian flow rate, Vpedg (p/h) U CCpedg posing queue clearing green, gq (s) Eff. ped. green consumed by opp. veh. queue, gq/gp CCpedu pposing flow rate, Vo (veh/h) OCCr umber of cross-street receiving laneE, Nrec umber of turning lanes, Nturn tpbT Proportion of left turns, PLT roportion of left turns using protect=_d phase, PLTA left-turn adjustment, fLpb Permitted Right Turns ffective pedestrian green time, gp (E) onflicting pedestrian volume, Vped (F/r) (onflicting bicycle volume, Vbic (bicy:les/h) Vpedg CCpedg Iffective Vbicg 2 green, g (s) EB WB NB SB 'OCCbicg OCCr Number of cross-street receiving lanes, Nrec 'Number of turning lanes, Nturn ApbT Proportion right-turns, PRT Proportion right-turns using protected phase, PRTA 'Right turn adjustment, fRpb SUPPLEMENTAL UNIFORM DELAY WORKSHEET EBLT WBLT NBLT SBLT Cycle length, C 129.0 sec 'Adj. LT vol from Vol Adjustment Worksheet, v v/c ratio from Capacity Worksheet, X Protected phase effective green interval, g (s) .queue effective green interval, gq ,Opposing Unopposed green interval, gu Red time r=(C-g-gq-gu) Arrival rate, qa=v/(3600(max[X,1.0))) ' Protected ph. departure rate, Sp=s/3600 Permitted ph. departure rate, Ss=s(gq+gu)/(gu*3600) XPerm frot se Queue at beginning of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr ,Uniform Delay, dl DELAY/LOS WORKSHEET WITH INITIAL QUEUE Uniform Delay Initial Final Initial Lane Queue Unmet Queue Group Unadj. Adj. Param. Demand Delay Delay ds di sec u Q veh d3 sec d sec Initial Dur. Appr/ Unmet Unmet Lane Demand Demand Group Q veh t hrs. Eastbound TR 0.0 ' 0.0 L 0.0 TR 0.0 0.0 Westbound L 0.0 I Northbound L 0.0 T 0.0 R 0.0 Southbound L 0.0 'TR 0.0 0.0 0.00 57.2 53.3 0.00 0.00 39.5 38.4 0.00 0.00 57.2 57.2 0.00 0.00 39.5 39.5 0.00 0.00 52.4 49.3 0.00 52.4 52.4 0.00 52.4 43.2 0.00 52.4 45.5 0.00 52.4 52.1 0.0 0.0 61.0 0.0 0.0 55.2 0.0 8.5 0.0 183.1 9.2 0.0 73.9 0.0 0.00 0.0 0.00 56.2 0.00 0.0 0.00 0.0 0.00 0.0 0.0 63.8 0.0 388.0 0.0 43.8 0.0 48.6 0.0 97.3 0.0 Intersection Delay 118.6 sec;veh Intersection LOS F BACK OF QU:JE WORKSHEET Eastbound LaneGroup 1L. TR Init Queue 10.0 0.0 Flow Rate 181 600 ' So 11900 1900 No.Lanes 11: 2 0 SL 11593 1629 ' LnCapacity 1182 630 Flow Ratio 10.05 0.37 v/c Ratio 10.45 0.95 Grn Ratio 10.11 0.39 I Factor 1 1.000 AT or PVG 13 3 Pltn Ratio 11.00 1.00 ' PF2 11.00 1.00 Q1 12.7 20.9 kB 10.4 1.1 Q2 10.3 7.3 Q Average 13.1 28.1 Q Spacing 125.0 25.0 Q Storage 10 0 ' Q S Ratio 1 70th Percentile Output: fB% 11.3 1.2 ' BOQ 13.8 33.8 QSRatio 1 85th Percentile Output: fB% .11.6 1.4 BOQ 14.8 39.4 QSRatio 1 90th Percentile Output: 'fB% 11.8 1.5 BOQ 15.4 42.2 QSRatio 1 ' 95th Percentile Output: fB% 12.1 1.6 BOQ 16.5 45.1 QSRatio 1 ' 98th Percentile Output: fB% 12.5 1.7 BOQ 17.7 48.0 QSRatio 1 Westbound L TR 0.0 0.0 216 644 1900 1900 1 2 0 1593 1617 182 625 0.14 0.40 1.19 1.03 0.11 0.39 1.000 3 3 1.00 1.00 1.00 1.00 7.7 23.1 0.4 1.1 6.2 10.5 13.9 33.6 25.0 25.0 0 0 1.2 1.2 16.8 40.3 1.4 1.4 19.8 47.0 1.5 1.5 21.3 50.4 11.7 1.6 123.1 53.8 1 1.8 1.7 25.0 57.1 Northbound L T R 0.0 0.0 0.0 218. 539 21 1900 1900 1900 1 1 1 1593 1676 1425 299 314 267 0.14 0.32 0.01 0.73 1.72 0.08 0.19 0.19 0.19 1.000 3 3 3 1.00 1.00 1.00 1.00 1.00 1.00 7.4 19.3 0.6 0.6 0.7 0.6 1.5 29.6 0.0 8.8 48.9 0.7 25.0 25.0 25.0 0 0 0 Southbound L TR 0.0 0.0 103 299 1900 1900 1 1 0 1593 1634 299 307 0.06 0.18 0.34 0.97 0.19 0.19 1.000 3 3 1.00 1.00 1.00 1.00 3.2 10.7 0.6 0.6 0.3 4.4 3.5 15.1 25.0 25.0 0 0 1.2 1.2 1.3 11.2 1.2 10.8 58.7 0.9 14.4 18.2 11.5 1.4 1.7 112.8 68.5 1.1 1 1.5 1.4 5.5 21.3 11.6 1.5 1.9 114.0 73.4 1.3 1 1.8 1.6 2.5 15.6 78.3 1.7 11.7 1.5 16.2 23.0 1 12.1 1.6 17.4 24.9 1 2.0 1.7 3.0 12.4 1.8 17.3 83.2 2.0 18.6 26.7 ERROR MES:AGES .No errors to report. HCS+: ' Signalized Intersections Release 5.1 t?a ?0u Analyst: R. Mesimer Inter.: Belcher Rd at Cleveland Agency: Mesimer and Associates, Inc. Area Type: CBD or Similar 'Date: - 10/23/06 Jurisd: Clearwater Period: PM Peak Hour Year 2008 Project ID: Boos Development E/W St: Cleveland ` N/S St: Belcher Road SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound L T R L T R L T R L T R I No Lanes 1 1 0 1 1 O 0 2 1 0 2 0 LGConfig L TR L TR LT R LTR Volume 145 12 158 120 13 28 15 1337 40 121 1105 115 Lane Width 12.0 12.0 12.0 12.0 1 12.0 12.0 12.0 'RTOR Vol 0 0 0 60 Duration 0.25 Area Type: CBD cr Similar Signal Gperations 'Phase Combination 1 2 3 4 I 5 6 7 8 EB Left P NB Left A- Thru P Taru P ' Right P Right A Peds Peds WB Left P SB Left A Thru P Taru P Right P Right A Peds ( Peds INB Right SB Right EB Right WB Right Green 19.5 3.7 0.0 83.8 10.0 0.0 Yellow 3.0 3.0 3.0 3.0 All Red 1.0 1.0 1.0 1.0 ' Cycle Length: 133.0 Intersection Perf ormance Summary §Appr/ Lane Lane Group Grp Capacity 'Eastbound L 234 TR 211 ,Westbound L 44 ITR 42 Northbound LT 1909 R 898 Southbound I LTR 1783 Adj Sat Ratios Lane Group Approach Flow Rate (s) v/c g/C Delay LOS Delay LOS 1593 0.69 0.1- 69.2 E 1442 0.90 0.1E 93.4 F 83.4 F 1593 0.50 0.0. 99.1 F 1503 1.07 0.0? 225.4 F 183.9 F 3030 0.78 0.:= 2=.2 C 20.9 C 1425 0.05 0.?3 9.4 A 2830 0.74 0.5_ 19.7 B 19.7 B ' Intersection Delay = 30.4 (sec/-.reh) Intersection LOS = C secs ' HCS+: Signalized Intersections-Release 5.1 Phone: Fax: -Mail. OPERATIONAL ANALYSIS 'Analyst: R. Mesimer Agency/Co.: Mesimer and Asscciates, Inc. ate Performed: 10/23/06 alysis Time Period: PM Peak Hour Intersection: Belcher Rd at Cleveland Area Type : CBD or Similar risdiction: U Clearwater alysis Year: 2008 Project ID: Boos. Development cast/West Street: Cleveland North/South Street: Belcher Road VOLUME DATA ' Eastbound L T R olume 145 12 158 o F Heavy Veh J2 2 2 PHF 0.90 0.90 0.90 K 15 Vol 140 3 44 i Ln Vol o Grade 1 0 Ideal Sat 1900 1900 arkExist t umPark Westbound Northbound Southbound L T R L T R I L T R 20 13 26 12 2 2 10.90 0.90 0.9C 6 4 8 0 1900 1900 No. Lanes 1 1 0 1 1 0 ? 0 2 1 GConfig L TR ( L TR LT R ane Width 1 12.0 12.0 12.0 12.0 12.0 12.0 TOR Vol 1 0 1 0 0 Adj Flow 161 189 1 22 4= 1492 44 InSharedLni t rop LTs 0.000 :.000 0.004 Prop RTs I 0.931 0.6=9 0.000 1.000 eds Bikes 0 0 0 F uses 1 0 0 1 0 0 0 %InProtPhase (uration 0.25 nit Unmet rriv. Type Unit Ext. Factor ost Time xt of g Ped Min g Area Type: C=0 or =_milar OPEP.A=ING P?==1KETERS Eastbound Westbound Northbound L T R I L - R I L T R 0.0 0.0 3 3 3.0 3.0 1.000 2.0 2.0 2.0 2.0 3.2 15 1337 40 12 2 2 10.90 0.90 0.90 2 371 11 0 1900 1900 21 1105 115 2 2 2 0.90 0.90 0.90 6 307 32 0 1900 0 2 0 LTR 12.0 60 1312 0.018 0.046 0 0 I Southbound L T R 0.0 0.0 I 0.0 ?.0 0.0 3 3 3 3 3.0 3.0 3.0 3.0 3.0 1.000 1.000 I 1.000 2.0 2.0 ) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ( 2.0 3.2 3.2 3.2 PHASE DATA Phase Combination 1 2 3 4 5 EB Left P I NB Left A Thru P Thru P ' Right P Right A Peds Peds 'WB Le f t SB Right ' Thru Right Peds ?B Right P SB Left A P Thru P P Right A Peds EB Right WB Right 6 7 8 reen 19.5 3.7 Yellow 3.0 3.0 All Red 1.0 1.0 0.0 83.8 10.0 0.0 3.0 3.0 1.0 1.0 Cycle Length: 133.0 VOLUME ADJUSTMENT AND SATURATION FLOW WORKSHEET IVoiume Act3ustment Eastbound L T __ R Westbound L T R Northbound L T R Southbound L T R secs lume, V Lo 145 12 158 120 13 28 15 1337 40 121 1105 115 F 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj flow 161 13 176 122 14 31. 16 1486 44 123 1228 61 o. Lanes ( 1 1 0 1 1 O 0 2 1 0 2 0 ane I group I L TR I L TR LT R LTR Adj flow 161 189 122 45 1 1492 44 1 1312 rop LTs 0.0 00 0.000 ( 0.0 04 0.018 rop RTs 0.931 0.689 0.000 1.000 0.046 Satu ration Flow Rate (see Exhibit 16-7 to determine t he adjustment factors) t Ea stbound Westbound Northboun d Southbound G L TR L TR LT R LTR So 1900 1900 1900 1900 1900 1900 1900 ane s 1 1 0 1 1 0 0 2 1 0 2 0 sp W 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fHV 0.980 0.980 0.980 0.980 0.980 0.980 0.980 G 1.000 1.000 1.000 1.000 1.000 1.000 1.000 P 1.000 1.000 1.000 1.000 1.000 1.000 1.000 BB 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fA 0.900 0.900 0.900 0.900 0.900 0.900 0.900 LU 1.000 1.000 1.000 1.000 0.952 1.000 0.952 IRT 0.860 0.897 1.000 0.850 0.993 fLT 0.950 1.000 0.950 1.000 0.949 0.893 ec. Lpb 1.000 1.000 1.000 1.000 1.000 1.000 fRpb 1.000 1.000 1.000 1.000 1.000 S 1593 1442 1593 1503 3C30 1425 2830 r ec. CAPACLTY AN-D LC S ORKSFEET Capacity Analysis and Lane Group Capacity Adj Adj Sat Flow Green --Lane Group-- ' Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/C) (c) Ratio Eastbound Prot Perm ' Left L 161 1593 0.10 0.15 234 0.69 Prot Perm Thru TR 189 1442 0.13 0.15. 211 0.90 ' Right Westbound ' Prot Perm Left L 22 1593 0.01 0.03 44 0.50 Prot Perm Thru TR 45 1503 0.03 0.03 42 1.07 Right orthbound n Prot Perm Left ' Prot Perm Thru LT 1492 3030 0.49 0.63 1909 0.78 Right R 44 1425 0.03 0.63 898 0.05 Southbound Prot I Perm Left Prot Perm Thru LTR 1312 2E30 0.46 0.63 1783 0.74 ' Right fr um of flow ratios for critical lane grouts, Yc = Sum (v/s) = 0.00 otal lost time per cycle, L = 0.00 sec Critical flow rate to capacity ratio, Xc = (Yc) (C) / (C-L) = 0.00 Control Delay and LOS Determinaticn . ppr/ Ra tios Unf Prog Lane Incremental Res Lane Group Approach Lane Del Adj Grp Fac_or Del Del r rp v/c g/C dl Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound 0.69 0.15 53.9 1.000 234 0.53 15.3 0.0 69.2 E fR 0.90 0.15 55.8 1.000 211 0.53 39.7 0.0 95.4 F 83.4 F Westbound 0.50 t 0.03 63.7 1.000 44 0.53 35.4 0.0 99.1 F R 1.07 0.03 64.7 1.000 42 0.53 160.7 0.0 225.4 F 183.9 F northbound LT 0.78 0.63 17.9 1.000 1909 0.53 3.3 0.0 21.2 C 20.9 C 0.05 0.63 9.4 1.000 898 0.1_ 0.0 0.0 9.4 A fouthbound LTR 0.74 0.63 17.0 1.000 17E3 0.53 2.7 0.0 19.7 B 19.7 B Intersection delay = 30.4 (sec/veh) SUPPLEMENTAL for Input Intersection LOS = C PERMTTiED LT WORKSHEET exclusive lefts EB WB NB SB pposed by Single(S) or Multiple(M) lane approach Cycle length, C 133.0 sec Total actual green time for LT lane group, G (s) ffective permitted green time for LT lane group, g(s) pposing effective green time, go (s) umber of lanes in LT lane group, N Number of lanes in opposing approach, No t djusted LT flow rate, VLT (veh/h) roportion of LT in LT lane group, PLT Proportion of LT in opposing flow, PLTo djusted opposing flow rate, Vo (veh/h) ost time for LT lane group, tL (omputation LT volume per cycle, LTC=VLTC/3600 Upposing posing lane util. factor, fLUo 1.000 1.000 0.952 0.952 flow, Volc=VoC/ [3600 (No) fLUo] (veh/ln/cyc) gf=G [exp (- a * (LTC ** b)) ] -tl, gf<=g pposing platoon ratio, Rpo (refer Exhibit 16-11) pposing Queue Ratio, qro=Max[1-Rpo(go/C),0] gq, (see Exhibit C16.-4,5,6,7,8) u=g-gq if gq>=gf, or = g-gf if gq<gf Max (gq-gf ) /2, 0) (THo=l-PLTo PL*=PLT[1+(N-1)g/(gf+gu/EL1+4.24)] L1 (refer to Exhibit C16-3) IL2=Max((l-Ptho**n)/Plto, 1.0) fmin=2 (1+PL) /g or fmin=2 (1+P1) /g diff=max(gq-gf,0) m= [gf/g] + [gu/g] / [l+PL (EL1-1) ] , (min=fmim;nax=1.00) tlt=fm=[gf/gl+[gu/gl/[l+PL(EL1-1)1+[gdif=/gl/[l+PL(EL2-1)], (fmin<=fm<=1.00) or flt= [fm+0.91 (N-1) ] /N** I eft-turn adjustment, fLT For special case of single-lane approach cpposed by multilane approach, ee text. If P1>=1 for shared left-turn lanes ui_- N>1, then assume de-facto left-turn lane and redo calculations. ** For permitted left-turns with multiple exclusive left-turn lanes, =1t=fm. Ior special case of multilane approach o_:•=sed by single-lane approach r when gf>gq, see text. SUPPLEMENTAL PERN.I--=--D LT WC :KSHEET for shared' lefts Input EB WB NB SB pposed by Single(S) or Multiple(M) lane approach - M M lycle length, C -33.0 =ec Total actual green time for LT lane group, G (s) 83.8 83.8 ffective permitted green time for LT lame group, g(s) 83.8 83.8 ipposing effective green time, go (s) 83.8 83.8 Number of lanes in LT lane group, N 2 2 ' Number of lanes in opposing approach, No 2 2 Adjusted LT flow rate, VLT (veh/h) 6 23 Proportion of LT in LT lane group, PLT 0.000 0.000 0.004 0.018 Proportion of LT in opposing flow, PLTo 0.02 0.00 Adjusted opposing flow.rate, Vo (veh/h) 1312 1492 Lost time.for LT lane group, tL 4.00 4.00 Computation , LT volume per cycle, LTC=VLTC/3600 0.22 0.85. Opposing lane util. factor, fLUo 1.000 1.000 0.952 0.952 Opposing flow, Volc=VoC/ [3600 (No) fLUo) (veh/ln/cyc) 25.46 28.95 gf=G [exp (- a * (LTC ** b)) ] -tl, gf<=g 58.1 34.2 ' Opposing platoon ratio, Rpo (refer Exhibit 16-11) 1.00 1.00 Opposing Queue Ratio, qro=Max[1-Rpo(go/C),0] 0.37 0.37 gq, (see Exhibit C16-4,5,6,7,8) 26.52 33.93 gu=g-gq if gq>=gf, or = g-gf if gq<gf l 25.69 49.57 n=Max(gq-gf)/2,O) 0.00 0.00 PTHo=1-PLTo 0.98 1.00 1PL*=PLT[I+(N-l)g/(gf+gu/EL1+4.24)I 0.01 0.05 EL1 (refer to Exhibit C16-3) 5.34 6.39 EL2=Max((1-Ptho**n)/Plto, 1.0) 1.00 1.00 fmin=2 (1+PL) /g or fmin=2 (1+P1) /g 0.02 0.03 ,gdiff=max(gq-gf,0) 0.00 0.00 fm= [gf/g] + [gu/g] / [1+PL (EL1-1) ] , (min=fmin;max=1.00) 0.99 0.88 flt=fm= [gf/g] + [gu/g] / [l+PL(EL1-1) ]+ [gdiff/g] / [l+PL (EL2-1) ] , (fmin<=fm<=1.00) ior flt= [fm+0.91 (N-1) ] /N** Left-turn adjustment, fLT 0.949 0.893 For special case of single-lane approach opposed by multilane approach, see text. * If P1>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculations. ** For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. For special case of multilane approach opposed by single-lane approach or when gf>gq, see text. SUPPLEMENTAL PEDESTRIAN-BICYCLE EFFECTS WORKSHEET Permitted Left Turns EB WB NB SB 'Effective pedestrian green time, gp (s? Conflicting pedestrian volume, Vped (p 1h) Pedestrian flow rate, Vpedg (p/h) CCpedg tpposing queue clearing green, gq (s) Eff. ped. green consumed by opp. veh_ ueue, aq/gp F CCpedu opposing flow rate, Vo (veh/h) OCCr umber of cross-street receiving lanes. Nrec umber of turning lanes, Nturn pbT Proportion of left turns, PLT roportion of left turns using protected phase, PLTA eft-turn adjustment, fLpb Permitted Right Turns ffective pedestrian green time, go (s conflicting pedestrian volume, Vped (p h) Conflicting bicycle volume, Vbic (bicy=les/h) Vpedg CCpedg tffective green, g (s) Vbicg ?OCCbicg CCr Number of cross-street receiving lanes, Nrec umber of turning lanes, Nturn pbT roportion right-turns, PRT Proportion right-turns using protected phase, PRTA ?ight turn adjustment, fRpb SUPPLEMENTAL UNIFORM DELAY WORKSHEET Cycle length, C 133.0 sec dj. LT vol from Vol Adjustment Worksheet, v /c ratio from Capacity Worksheet, X rotected phase effective green interval, g (s) Opposing queue effective green interval, gq nop posed green interval, gu I ed time r=(C-g-gq-gu) Arrival rate, qa=v/ (3600 (max [X, 1 . 0)) ) Protected ph. departure rate, Sp=s/3600 ermitted ph. departure rate, Ss=s(gq+gu)/(gu*3600) Perm XProt ase tueue at beginning of green arrow, Qa Queue at beginning of unsaturated green, Qu esidual queue, Qr niform Delay, dl EBLT WBLT NBLT SBLT DELAY/LOS WORKSHE=T WITH INITIAL QUEUE Initial Dur. Uniform Delay Initial Final Appr/ Unmet Unmet Queue Unmet ane Demand Demand Unadj. Adj. Param. Demand roup Q veh t hrs. ds dl sec u Q veh Initial Lane Queue Group Delay Delay d3 sec d sec astbound 0.0 0.00 56.8 53.9 0.00 0.0 0.0 69.2 R 0.0 0.00 56.8 55.8 0.00 0.0 0.0 95.4 0.0 0.0 ! Westbound L 0.0 0.00 64.7 63.7 0.00 0.0 0.0 99.1 TR 0.0 0.00 64.7 64.7 0.00 0.7 0.0 225.4 ' 0.0 0.0 Northbound 0.0 IL 0.0 T 0.0 0.00 24.6 17.9 0.00 0.0 0.0 21.2 R 0.0 0.00 24.6 9.1 _ 0.00 0.0 0.0 9.4 IS outhbound 0.0 0.0 iR 0.0 ^ 0.00 24.6 17.0 0.00 0.0 0.0 19.7 0.0 f 0.0 Intersection Delay 30.4 sec/-Jeh Intersection LOS C BACK OF QUEUE WORKSHEET Eastbound ILaPeGroup 1L TR Init Queue 10.0 0.0 flow Rate 1161 189 o 11900 1900 o.Lanes 11 1 0 SL - 11593 1442 ?LnCapacity 1234 211 Flow Ratio 10.10 0.13 v/c Ratio 10.69 0.90 rn Ratio 10.15 0.15 NI Factor 1.000 AT or PVG 13 3 Pltn Ratio 11.00 1.00 F2 11.00 1.00 ti 15.6 6.9 kB 10.5 0.5 r 2 11.1 2.3 Average 16.7. 9.2 Q Spacing 125.0 25.0 Storage 10 0 S Ratio ( 0th Percentile Output: fB% 11.2 1.2 OQ 18.2 11.2 ISRatio 1 85th Percentile Output: B% 11.5 1.4 OQ 19.9 13.3 (SRatio 1 90th Percentile Output: B% 11.6 1.6 IOQ 111.0 14.5 QSRatio 1 5th Percentile Output: B% 11.9 1.8 (OQ 112.5 16.2 SRatio 1 8th Percentile Output: iB Is 12.1 1.9 BOQ 114.0 17.8 W)SRatio 1 Westbound Northbound Southbound IL TR 1 LT R 1 LTR 10.0 0.0 1 0.0 0.0 1 0.0 122 45 • 1 783 44 1 689 11900 1900 1 1900 1900 1 1900 11 1 0 10 2 1 10 2 0 11593 1503 1591 1425 1486 144 42 1002 898 936 0.01 0.03 0.49 0.03 0.46 X0.50 1.07 0.78 0.05 0.74 0.03 0.03 0.63 0.63 0.63 1.000 1.000 1 1.000 3 3 3 3 3 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.8 1.7 21.1 0.6 17.6 0.2 0.2 1.5 0.8 1.4 0.2 1.2 4.6 0.0 3.6 1.0 2.8 25.7 0.7 21.1- 25.0 25.0 25.0 25.0 25.0 0 0 1 0 0 1 0 11.3 1.3 1.2 1.2 1.2 11.2 3.6 1 30.8 0.8 1 25.4 11.6 1.6 1 1.4 1.6 1 1.4 11.6 4.4 1 36.0 1.1 1 29.7 11.9 1.8 1 1.5 1.8 i 1.5 11.8 5.0 1 38.6 1.2 i 31.9 12.5 2.2 1 1.6 2.1 1 1.6 12.3 6.1 41.2 1.4 34.1 12.9 2.6 1 1.7 2.7 1 1.7 12•E 7.2 1 43.9 1.8 1 36.4 ERROR I-SSIGES No errors to report. 0 ' HCS+: Signalized Intersections Release 5.1 Analyst: R. Mesimer Inter.: Belcher Rd at Cleveland Built gency: Mesimer and Associates, Inc. Area Type: CBD or Similar ^Y ate:. 10/23/06 Jurisd: Clearwater eriod: PM Peak Hour Year 2008 roject ID: Boos Development /W St: Cleveland N/S St: Belcher Road SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound L T R L T R L T R L T R o. Lanes ( 1 1 0 1 1 0 0 2 1 0 2 0 GConfig ( L TR I L TR LT R I LTR olume 147 12 158 120 13 29 15 1347 40 122 1111 118 Lane Width 12.0 12.0 . 12.0 12.0 1 12.0 12.0 12.0 TOR Vol 0 0 0 60 Duration 0.25 Area Type: CBD or Similar Signal Operations hase Combination 1 2 3 4 5 6 7 8 . EB Left P NB Left A Thru P Thru P 1 Right P Right A Peds Peds WB Left P SE Left A ' Thru P Thru P Right P Right A Peds ( Peds B Right EE Right B Right WB Right reen 19.5 3.7 0.0 83.8 10.0 0.0 Yellow 3.0 3.0 3.0 3.0 F11 Red 1.0 1.0 1.0 1.0 Cycle Length: 133.0 secs Intersection Performance Summary rppr/ Lane Adj.Sat Ratios Lane Group Approach mane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS. Delay LOS It astbound 234 1593 0.70 0.15 69.8 E TR 211 1442 0.90 0.15 95.4 F 83.6 F testbound L 44 1593 0.50 0.03 99.1 F R 42 1502 1.10 0.03 233.0 F torthbound T 1909 3030 0.79 0.63 21.4 898 1425 0.05 0.63 9.4 Southbound t TR 1764 2799 0.75 0.63 20.2 Intersection Delay = 30.9 (sec/.eh) C A 189.7 F 21.1 C C 20.2 C Intersection LOS = C 1 3 HCS+: Signalized Intersections Release 5.1 Phone: ' Fax: E-Mail. OPERATIONAL ANALYSIS -Analyst: R. Mesimer Agency/Co.: Mesimer and Associates, Inc. Date Performed: 10/23/06 ,Analysis Time Period: PM Peak Hour Intersection: Belcher Rd at Cleveland Built Area Type: CBD or Similar risdiction: U Clearwater alysis Year: 2008 Project ID: Boos Development cast/West Street: Cleveland North/South Street: Belcher Road VOLUME DATA Eastbound L T R Jolume 1147 12 158 ? o Heavy Veh 12 2 2 PHF 10.90 0.90 0.90 K 15 Vol 141 3 44 i Ln Vol Grade 1 0 Ideal Sat 1 1900 1900 arkExist 1 umPark l No. Lanes 1 1 1 GConfig 1 L TR ane Width 112.0 12.0 TOR Vol 1 Adj Flow 1163 189 InSharedLnl trop LTs 1 0.0C Prop RTs 1 0.931 Feds Bikesl 0 uses 10 0 oInProtPhase ?uration 0.25 l Eastboun i L T nit Unmet 10.0 0.0 rriv. Typel3 3 (nit Ext. 13.0 3.0 I Factor 1 1.000 ost Time 12.0 2.0 Ixt of g 12.0 2.0 Ped Min g 1 3.2 L R L Westbound i Northbound Southbound 0 13 29 2 2 .90.0.90 0.90 4 8 0 900 1900 1 15 1347 40 12 2 2 10.90 0.90 0.90 12 374 11 0 1900 1900 0 1 1 0 1 0 2 1 L TR LT R 112.0 12.0 1 12.0 12.0 0 0 122 46 1 1503 44 0 1 0.000 1 0.004 0.696 i 00.000 1.000 0 10 0 i 0 0 Area Type: CBD o= Similar OPERATING PAR-;I-METERS d l Westbound 1 Northbound 1 R i L T R L T R 10.0 0.0 1 0.0 0.0 1 0.0 13 3 1 3 3 1 3 13.0 3.0 l 3.0 3.0 1 3.0 1 1.000 1 1.000 1 1.000 12.0 2.0 1 2.0 2.0 1 2.0 12.0 2.0 1 2.0 2.0 1 2.0 1 3.2 l 3.2 1 3.2 Southbound L T R 122 1111 118 12 2 2 10.90 0.90 0.90 6 309 33 0 1900 0 2 0 LTR 12.0 60 1 1322 1 0.018 l i 0.048 l 0 1 0 i PHASE DATA hase Combination 1 2 3 4 1 .5 6 7 8 B Left P NB Left 'A Thru P Thru P ' Right P Right A Peds ( Peds B Left P ( SB Left A Thru P Thru P Right P 1 Right A Peds Peds ? i B R ght EB Right ?B Right WB Right reen 19.5 3.7 0.0 83.8 10.0 0.0 ellow 3.0 3.0 3.0 3.0 ll Red 1.0 1.0 1.0 1.0 Cycle Length: 133.0 secs VOLUME ADJUSTMENT AND SATURATION FLOW WORKSHEET ?olume Adjustment Eastbound L T : R Westbound Northbound L T R ( L• T R Southbound L T R olume, V 1 1147 12 158 120 13 29 15 1347 40 122 1111 11E HF 10.90 0.90 0.90 10.90 0.90 0.90 10.90 0.90 0.90 10.90 0.90 0.90 Adj flow 1163 13 176 122 14 32 16 1497 44 124 1234 64 o. Lanes 1 1 1 0 1 1 1 0 1 0 2 1 i 0 2 0 ?ane group 1 L TR 1 L TR 1 LT R 1 LTR Adj flow 1163 189 122 46 1 1503 44 1 1322 rop LTs 1 0.0 00 1 0.00 0 1 0.0 04 1 0.018 ?rop RTs ( 0.931 i 0.696 1 0.000 1.000 1 0.048 Satu ration Flow Rate (see Exhibit 16-7 to determine t he adjustment factors) I Ea stbound Westbound Northboun d Southbound G L TR L TR LT R LTR So 1900 1900 1900 1900 1900 1900 1900 ane s 1 1 0 1 1 0 0 2 1 0 2 C W 1.000 1.000 1.000 1.000 1.000 1.000 1.000 HV 0.980 0.980 0.580 0.980 0.980 0.980 0.980 G 1.000 1.000 1.000 1.000 1.000 1.000 1.000 P i 1.000 1.000 1.000 1.000 1.000 1.000 1.000 BB 1.000 1.000 1.000 1.000 1.000 1.000 1.000 fA 0.900 0.900 0.500 0.900 0.900 0.900 0.900 LU I 1.000 1.000 1.000 1.000 0.952 1.000 0.952 RT 0.860 0.896 3.000 0.850 0.993 fLT 0.950 1.000 0.550 1.000 0.949 0.883 ec. Lpb O 1.000 1.000 1.C0o 1.000 3.000 1.000 Rpb 1.000 1.000 ?.000 1.000 1.000 S 1593 1442 1553 1502 3030 1425 2799 ,e c . CPDACITY AND LOS WORKSHEET Capacity Analysis and Lane Group Capacity ' Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/C) (c) Ratio Eastbound Prot Perm ' Left L 163 1593 0.10 0.15 234 0.70 Prot Perm ' .Thru TR 189 1442 0.13 0.15 211 0.90 Right Westbound Prot ' Perm Left L 22 1533 0.01 0.03 44 0.50 Prot Perm Thru TR 46 1572 0.03 0.03 42 1.10 Right orthbound n Prot Perm Left ' Prot Perm Thru LT 1503 3030 0.50 0.63 1909 0.79 Right R 44 1425 0.03 0.63 898 0.05 outhbound Prot Perm ' Left Prot Perm ' Thru LTR 1322 2759 0.47 0.63 1764 0.75 Right um of flow ratios for critical lame groups, Yc = Su-.n (v/s) = 0.00 otal lost time per cycle, L = 0.10 sec ritical flow rate t o capacity rat--'o, Xc = (Yc)(C )/(C-L) = 0.00 ontrol Delay and LO I S Determinat=om ppr/ Ratios Unf Prog Lane Incremental Res Lane Group Approach Lane Del Adj Grp Facto= del Del Irp v/c g/C dl Fact Cap k i2 d3 Delay LOS Delay LOS Eastbound 0.70 0.15 53.9 1.000 234 0.5C _5.8 0.0 69.8 E IR 0.90 0.15 55.8 1.000 211 0.5C .9.7 0.0 95.4 F Westbound 0.50 I 0.03 63.7 1.000 44 0.5C 35.4 0.0 99.1 F R 1.10 0.03 64.7 1.000 42 0.5C :68.3 0.0 233.0 F 83.6 F 189.7 F orthbound LT 0.79 0.63 0.05 0.63 iouthbound LTR 0.75 0.63 Ap 18.1 1.000 1909 0.5C 3.4 0.0 21.4 C 9.4 1.000 898 0.11 :.0 0.0 9.4 A 21.1 C 17.2 1.000 1764 0.50 :.0 0.0 20.2 C 20.2 C Intersection delay = 30.9 (sec/veh) SUPPLEMENTAL for nput Intersection LOS = C PERMITTED LT WORKSHEET exclusive lefts EB WB NB SB pposed by Single (S) or Multiple (M) lane approach ycle length, C 133.0 sec F Total actual green time for LT lane group, G (s) ffective permitted green time for LT lane group, g(s) pposing effective green time, go (s) umber of lanes in LT lane group, N Number of lanes in opposing approach, No djusted LT flow rate, VLT (veh/h) t roportion of LT in LT lane group, PLT Proportion of LT in opposing flow, PLTo djusted opposing flow rate, Vo (veh/h) ost time for LT lane group, tL ? omputation LT volume per cycle, LTC=VLTC/3600 pposing lane util. factor, fLUo 1.000 I 1.000 0.952 0.952 pposing flow, Volc=VoC/ [3600 (No) fLUo] (veh/ln/cyc) gf=G[exp(- a * (LTC ** b))]-tl, gf<=g pposing platoon ratio, Rpo (refer Exhibit 16-11) pposing Queue Ratio, qro=Max[1-Rpo(go/C),0] gq, (see Exhibit C16.4,5,6,7,8) u=g-gq if gq>=gf, or = g-gf if gq<gf Max (gq-gf) /2, 0) I THo=I-PLTo PL*=PLT[1+(N-1)g/(gf+gu/EL1+4.24)] L1 (refer to Exhibit C16-3) IL2=Max((l-Ptho**n)/Plto, 1.0) fmin=2 (1+PL) /g or fmin=2 (1+P1) /g diff=max(gq-gf,0) lm= [gf/g] + [gu/g] / [1+PL (EL1-1) J , (min=frin;max=1. 00) It=fm= [gf/g] + [gu/g] / [1+PL (ELI-1) J + [gdiff/g] / [1+PL (EL2-1) ] , (f min<=fm<=1. 00) or flt=[fm+0.91(N-1)]/N** 'eft-turn adjustment, fLT For special case of single-lane approach opposed by multilane approach, ee text. If P1>=1 for shared left-turn lanes with N>1, then assume d e-facto left-turn lane and redo calculations. ** For permitted left-turns with multiFle exclusive left-tarn lanes, flt=fm. Ior special case of multilane approach oppcsed by single-lane approach r when gf>gq, see text. SUPPLEMENiPZ PEjRNI t! ED LT WORKSHEET for sha=ed lefts Input EB WB posed by Single(S) or Multipl=(M) lane approach kycle length, C X33.0 sec Total actual green time for LT lane crcup, G (s) fective permitted green time `or LT lace group, g(s) posing effective green time, go (s) Number of lanes in LT lane group, N 1 NB SB M M 83.8 83.8 83.8 83.8 83.8 83.8 2 2 umber of lanes in opposing approach, No 2 2 djusted LT flow rate, VLT (veh/h) 6 24 Proportion of LT in LT lane group, PLT 0.000 0.000 0.004 0.018 roportion of LT in opposing flow, PLTo 0.02 0.00 djusted opposing flow rate, Vo (veh/h) 1322 1503 ost time for LT lane group, tL 4.00 4.00 Computation tT volume per cycle, LTC=VLTC/3600 0.22 0.89 pposing lane util. factor, fLUo 1.000 1.000 0.952 0.952 Opposing flow, Volc=VoC/[3600(No)fLUo] (veh/ln/cyc) 25.65 29.16 =G [exp (- a * (LTC ** b)) ] -tl, gf<=g p 58 . 1 33 .3 posing platoon ratio, Rpo (refer Exhibit 16-11) 1.00 1.00 Opposing Queue Ratio, qro=Max[1-Rpo(9o/C),0] 0.37 0.37 q, (see Exhibit C16-4,5,6,7,8) 26.90 34.43 u=g-gq if gq>=gf, or = g-gf if gq<gf ( 25.69 49.37 =Max(gq-gf)/2,O) 0.00 0.56 PTHo=1-PLTo 0.98 1.00 L*=PLT[1+(N-1)g/(gf+gu/EL1+4.24)] I 0.01 0.05 L1 (refer to Exhibit C16-3) 5.39 6.46 EL2=Max((1-Ptho**n)/Plto, 1.0) 1.00 1.00 min=2 (1+PL) /g or fmin=2 (1+P1) /g 0.02 0.03 diff=max(gq-gf,0) ? 0.00 1.12 m=[gf/g1+[gu/g1/[1+PL(EL1-1)], (min=fmin;max=1.00) 0.99 0.86 It=fm= [gf/g] + [gu/g] / [l+PL (EL1-1)) + [gdi ff/g] / [l+PL (EL2 -1) ] , (fmin<=fm<=1.00) r flt= [fm+0.91 (N-1) ] /N** eft-turn adjustment, fLT 0.949 0.883 or special case of single-lane approach opposed by multilane approach, ee text. * If Pl>=1 for shared left-turn lanes with N>1, then assume de-facto left-turn lane and redo calculations. * For permitted left-turns with multiple exclusive left-turn lanes, flt=fm. lor special case of multilane approach opposed by single-lane approach or when gf>gq, see text. SUPPLEMENTAL PEDESTRIAN-BICYCLE EFFECTS WORKSHEET Permitted Left Turns EB WB NB SB ffective pedestrian green time, gp (s) lonflicting pedestrian volume, Vped (p/h) (edestrian flow rate, Vpedg (p/h) Cpedg posing queue clearing green, gq (s) Eff. ped. green consumed by opp. veh. queue, gc/gp r Cpedu posing flow rate, Vo (veh/h) 3CCr tuber of cross-street receiving lanes, N rec mber of turning lanes, Nturn bT ?roportion of left turns, PLT Loportion of left turns us=ng protected phase, PLTk ft-turn adjustment, fLpb ?ermitted Right Turns fective pedestrian green time, gp (s) nflicting pedestrian volume, Vped (a/h) Conflicting bicycle volume, Vbic (bicycle=/n) edg Cpedg ('fective green, g (s) Vbicg r CCbicg CCr Number of cross-street receiving lanes, Nrec kNumber of turning lanes, Nturn pbT roportion right-turns, PRT Proportion right-turns using protected phase, PRTA tight turn adjustment, fRpb SUPPLEMENTAL UNIFORM DELAY WORKSHEET EBLT WBLT NBLT SBLT Cycle length, C 133.0 set dj. LT vol from Vol Adjustment Worksheet, v /c ratio from Capacity Worksheet, X rotected phase effective green interval, g (s) Opposing queue effective green interval, gq nopposed green interval, gu Fed time r=(C-g-gq-gu) Arrival rate, qa=v/(3600(max[X,1.0])) rotected ph. departure rate, Sp=s/3600 ermitted ph. departure rate, Ss=s(gq+gu)/(gu*3600) (Perm XProt ase lueue at beginning of green arrow, Qa Queue at beginning of unsaturated green, Qu ?esidual queue, Qr niform Delay, dl DELAY/LOS WORKSHEET WITH INITIAL QUEUE ¦ Initial Dur. Uniform Delay Initial Final Appr/ Unmet Unmet Queue Unmet ane Demand Demand Unadj. Adj. Pa--am. Demand roup Q veh t hrs. ds dl sec u Q veh Initial Lane Queue Group Delay Delay d3 sec d sec astbound 0.0 i 0.00 56.8 53.9 0.00 0.0 0.0 69.8 R 0.0 0.00 56.8 55.8 0.00 0.0 0.0 95.4 0.0 0.0 lestbound L 0.0 0.00 64.7 63.7 0.00 0.0 0.0 99.1 R 0.0 0.00 64.7 64.7 0.00 1.0 0.0 233.0 0.0 0.0 Northbound 11 0.0 0.0 0.0 0.00 24.6 18.1 C.CO 0.0 0.0 21.4 R 0.0 0.00 24.6 9.4 C.CO 0.0 0.0 9.4 tuthbound 0.0 0.0 LTR 0.0 0.00 24.6 17.2 C.CO 0.C 0.0 20.2 0.0 0.0 Intersection Delay 30.9 sec/vet Intersection LOS C BACK OF QUEUEE WCRKSHEET Eastbound LaneGroup IL TR Init Queue 10.0 0.0 Flow Rate 163 189 ' So 1900 1900 No.Lanes 11 1 0 SL 1593 1442 LnCapacity 234 211 Flow Ratio 0.10 0.13 v/c Ratio 0.70 0.90 Grn Ratio 0.15 0.15 I Factor 1 1.000 AT or PVG 13 3 Pltn Ratio 1.00 1.00 IPF2 1.00 1.00 Q1 15.7 6.9 kB 10.5 0.5 Q2 (1.1 2.3 Q Average 16.8 9.2 Q Spacing 25.0 25.0 Q Storage 10 0 S Ratio 0th Percentile Output : fB% 11.2 1.2 F OQ 18.4 11.2 SRatio 85th Percentile Output: B% 11.5 1.4 OQ 10.1 13.3 (SRatio 90th Percentile Output: B% 11.6 1.6 90Q 11.1 14.5 QSRatio 5th Percentile Output: B% 11.9 1.8 (OQ 12.7 16.2 QSRatio 8th Percentile Output: IB% 12.1 1.9 BOQ 14.2 17.8 mWSRatio I Westbound Northbound Southbound IL TR I LT R I LTR 10.0 0.0 1.; 0.0 0.0 0.0 122 . 46 1 789 44 1 694 1900 1900 - 1 - 1900 1900 1900 11 1 0 10 2 1 10 2 0 1593 1502 1591 1425 1470 144 42 1002 898 926 0.01 0.03 0.50 0.03 0.4 7 0.50 1.10 0.79 0.05 . 0.75 10.03 0.03 I 0.63 0.63 0.63 I 3 3 1 3 3 3 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 10.8 1.7 21.4 0.6 .000 .000 18.0 10.2 0.2 1.5 0.8 1.4 10.2 1.2 4.7 0.0 3.8 11.0 2.9 26.1 0.7 I 21.7 125.0 25.0 25.0 25.0 25.0 1 I0 0 0 0 0 11.3 1.3 1.2 1.2 I 1.2 11.2 3.7 1 31.4 0.8 1 26.1 11.6 1.6 1.4 1.6 1.4 11.6 4.6 36.6 1.1 30.5 11.9 1.8 1.5 1.8 1.5 11.8 5.2 39.3 1.2 I 32.7 I 12.4 2.2 1.6 2.1 1.6 12.3 6.4 1 41.9 1.4 1 35.1 1 12.9 2.5 I 1.7 2.7 1.7 12.8 7.5 44.6 1.8 37.4 ERROR MESSAGES No errors to report. III = = 1= 1 = M = III = M M = = M Ilia lip = = Facility Level of Service Report (Pinellas County Format) (Peak Hour Directional) Pinellas County MPO Year 2006 LOS with Existing Conditions Analysis Report (9-13-06) NOTE: Roadways Included In this Inventory are Arlerlals and Collectors as dented In the Pinellas County Comprehensive Plan. Level of Service (LOS) has been calculated using the current guidelines of the FDOT Quality Level of Service (OLDS), FOOT Generalized Tables, FDOT Art Plan, and Highway Capacity Manual (HCM). The LOS Input values shown on this report do not fully represent values maintained by the database, please do not attempt to use these values to reproduce LOS results. A more complete listing of LOS input values and assumptions is available, it needed please request a copy of the Standardized LOS Report from the Pinellas County MPO. Facility Juris Plan Fac Road LOS Length Signals LOS AADT Volume Physical V:Cap Def Fac 2- 1ST AVE N: (1ST ST N -l0 4TH ST N) SP Area 11 Type S Type Std m Per Mile Melh Capacity Ratio Flag LOS 3. 10 AVE N: (4'III ST N •1o-20111 ST N) SP 11 A SA 40 40 D D' .27 1,34 10.90 5,20 A A 14,865 14,865 1,412 1,412 4,555 4,555 ,31 31 A A 4 -1 ST AVE N: (20TH ST N -to-34TH STN _ SP " - - 11 SA -' .-SA-. 0 _ 00 - 5 -1 ST AVE N: (34TI-I ST N 4o-49TH ST N) SP 11 SA 30 D 1.25 1.60 A 13,401 1,273 3 441 .37 A? AV : N: (49TH ST N -In-511TH ST N) 6P 11 SA 30 D 76 1,30 A 13,401 1,273 , 3,441 37 A 10- ISTAVE- S: (PASADENA AVE -Io-34TH ST S) SP 11 SA 3. 0 -.D . _ 3.25 1,50 A 15,054 -1,436 3,405 - --,42 --- --A - 11 . I S I AVI: S: (34 I It J I S -to-22ND S t S) SP 11 SA 40 D 1.00 3.00 A 12,490 1,187 4,565 .26 A 12. 1 ST AVf S: (22ND) ST S 4oATI I ST S) SP 11 SA 40 D 1.51 4.00 A 12,490 1,187 4,565 .28 A- 1.1 - 1ST AVr S- (4TI I ST S -in-1ST ST S) SP 11 SA 40 D ,2e 10.00 A 12,400 1,107 065 .20 A 1 7 . I S I :.1 N: (72ND AVE N -lo-9I I I AVE. N) SP 11 NA 20 D ,75 100 it 1,384 131 3,400 ,04 A 711 • I:.I :.I N. ((;1 N I RAI. AVI. lo91 I I AVI. N) " SP 11 SA 30 D .44 11.40 A 5,389 512 1,89fi .27 D 22- I S I it N: (Sill AVL- N -Io•1JI I I AVL- N) SP 11 SC 21.1 D .26 3.80 H 5,389 282 619 .46 8 25. 1ST ST S: (1ST AVE S -to-CENTRAL AVE) SP 11 SA 30 D -.06 16.50 A 5,389 - - 512 2,438 _ .21 _ D 27.2ND ST N: (CENTRAL AVE -lo-5TH AVE N) 29 2ND ST S SP 11 SA 30 D._ --,44 9.10 A 9,736 355 1,868 19 - D - : IS AVES -to-CENTRAL AVE) SP 11 SA 30 D .06 16.30 A 3,736 355 2,367 .15 D 37-3141)!; T N. (CFNTRAI AVE •InTI I AVF N) SR 11,... - SA-- -•40-_ -D - "-.44 ---11.40 A - 12,496 1,181 4,239 .28 A 35. 3RD ST S: (5TI I AVE S -to-CENTRAL AVE) SR 11 SA 40 D .38 13.20 A 12,496 1,187 4,239 .28 A 36 - I I AV N: (1-375 ON-RAMP -to-4TH ST N) SR 11 SA 30 D .25 _ 7.90 ._.A 7,806 - 742 3,373 --- .22 -B - 46.4711 STN: (CENTRAL AVE -to-5TH AVE N SR -11 SA 40 D 44 11.40 A 11,820 - ' 1,123 4,134 ,27 A 4/ - 4111 S I' N: (SI l l AVE N -to-301'11 AVL N) SR 11 SA 4D D 1.51 2.00 A 27,472 1,435 2,769 -.52 c 48.4Ti I ST N: (30Ti 1 AVE N -to--54TI I AVE_ N) SR 11 SA 6D -D _-1.50 V- 2.00 A _ 38,349 _ 2,004 _ 2,527 - .79 -- - C - 49.4TH ST N: (54TH AVE N -to-63RD AVE N) SR 11 SA 6D D 1.81 2.20 A 37,882 1,979 2,527 .78 C 50 . 4TH ST N: (83RD AVE N -to-GANDY BLVD SR.. 11 'SA 6D D ...1.18 ... 2.50 ...A. 38,695 .... _..._2,022 2.527 --.80 -- - C - 51 - 4TH ST N: (GANDY BLVD -to-1.275) SR 11 NA 4D D 2.44 .00 H 21,720 1,135 4,200 .29 A 52 - 4TH ST S: (18TH AVE S -to-6TH AVE S) SP 11 SA 4D D .84 3.60 A 19,860 1,038 1,597 .65 D 53.4TH ST S: (PINELLAS POINT DR -to-45TH AVE S) Sl 11 NC 2U D 1.31 .00 H 6,159 322 1,615 .34 A 54 - 4TH ST S: (6TH AVE S -to-CENTRAL AVE) SR 11 SA 40 D .48 12.60 A 19,i 0 1,887 4,193 .45 A 55-4TH ST S 16TH ST CONNECTION: (45TH AVE S -1o-18TH AVE S) SP 11 SA 41.11 D 1.74 1.10 A 19,124 999 1,526 .66 C 5 6 - 5TH AVE N: (PARK ST -to-66TH ST N) SP 11 Sc 4D D 1.06 1.00 H 11,039 577 1,448 .47 _ C , 57 - 5TH I AVE N: (66TH ST N -to-TYRONE BLVD) SP 11 SC 4D D ,87 1,10 H 11,039 577 1,448 .117 _ C 58 - 5TI I AVE N: (TYRONE BLVD -to-49TI I ST N) SR 11 SA 4D D .88 2.30 A 25,514 1,333 1,687 .79 _ C rrrc rypu: i A runway, aA-=c,xgnaozeu Anunat, =sv naezed Collector. 'SMC'=Signalized Collecooor (Ma)or),'NA'=Non-Signalized Arterial, 'NC'=Non-Signalized Collector, 'NMC'=Non-Signalized Collector (Ma)or) LOS Moth: 'A'=ApCalc,'I I'=Cmncoptual,'1'=reoeralhell Tablos Abbreviations: 'Fan:'•Factllty,'V:Cap'•VoWe to Physical Capacity Del FI&9:'1'•V/C Ratio > .9 and LOS-A, LOS-n, LOS•C or LOS-D '2'•V/C Ratio> .9 and LOSE or LOS•F r l ` Tindate-Oliver and Associates Produced using: vTIMAS 0.163 Page'. 1 Tampa, Florida y Facility Juris Plan Area Fac I Type , Road LOS Type Std Length mill Signals Per Mile LOS Meth AADT Volume Physical Capacity V:Cap Ratio De( Flag Fac LOS 476 - ALT US 191 FT HARRISON AVE: (COURT ST -to-CLEVELAND ST) SR 06 SA 2D D .23 4.40 A 22,448 1,173 1,057 1.11 2 f 477 - ALT US 19 FT HARRISON AVE: (CLEVELAND ST -to-MYRTLES SR 66 SA 2D D _ 1.29 _ 1.60 A 20.521 1,072 1,038 1.03 1 C _ 478 - ALT US 191 PALM HARBOR BLVD: (TAMPA RD -to-ALDERMAN D) SR _ _03 SA l 2D D _ 1.92 _ .50 A 25,164 _ 1,315 797 1.65 2 _ F' 479 . ALT US 19 I PALM IIARBOR BLVD: (ALDERMAN RD •to-KLOSTERMAN RD) SR 03 SA 2U I D 2.25 .40 A 22,131 1,156 798 1.45 2 F 480 - ALT US 191 PINELLAS AVE: (KLOSTERMAN RD -to-MERES BLVD) _ SR __ 01 SA 21.1 D _ 1.06 .90 A - 21,940 1,146 1,364 .84 A 481 - ALT US 191 PINELLAS AVE: (MERES BLVD -Io-TARPON AVE) _ SR 01 SA 2D D - .59 _ 3.40 A 21,940 _ 1,146, 1,364 .84 _ B 482 - ALT US 191 PINELLAS AVE: (TARPON AVE -to-ANCLOTE BLVD)_ __ SR 01 SA 2U D 2.00 1.50 A 19,526 1,020 965 1.06 2 F 483 - ALT US 19 I SEMINOLE BLVD: (BAY PINES BLVD -toJkRK BLVD) Y SR 09 SA 6D D _ 1.53 2.60 A 39,008 2,038 - 2,219 _ .92 1 D 484 - ALT US 191 SEMINOLE BLVD: (PARK BLVD -to-102ND AVE N) -- - _^_ SR 09 SA 6D D _ 1.77 - 1.70 A - 40,295 2,105 2,522 .84 'C 485 - ALT US 191 SEMINOLE BLVD: (102ND AVE N -to.ULMERTON RD) _ _ SR - 07 SA 6D D _ 2.03 2.00 A 34,153 1,784 2,514 .71 B 486 - ALT US 191 SEMINOLE BLVD: (ULMERTON RD -to-E BAY DR) SR _07 SA 6D D 1.52 - 2.00 A 37,900 1,980 _ 2,146 .92 _ 1 _ C 487 - ALT US 191 TYRONE BLVD: (5TH AVE N -1o-66TH ST N) SR 11 SA 40 D 1.43 2.10 A 29,746 1,554 1,871 .83 B 488 • ALT US 191 TYRONE BLVD: (66TH STN -to-PARK ST) SR 10 SA 4D D_ _ 1.95 1.50 A 38,631 2,018 2,047 .99 -1 _ C 489 - ALT US 191 WEST BAY DR: (CLWTR-LARGO RD -to-MISSOURI AVE) SR 07 SA 40 D .54 3.70 A 35,039 1,831 1,948 .94 1 D 400' ANCLOTE BLVD: (ALT US 19 -to-ANCLOTE RD) CR Ot NA 2U.. U . D 2.08 .00 H 7,254 319 1,700 .25 A- 491 - ANCLOTE RD: (ALT US 19 •to-ANCLOTE BLVD CR 01 NA 2U D 2,42 ,00 H -3,013 157 1,700 ,11 A - 492 - ANDERSON BLVD: (EAST TIP •to-PINELLAS BAYWAY) CR - - 12 NA 2D D 1,36 _ 00 H 833 44 1,700 03 - A 493 . ANDERSON BLVD: (PINELLAS BAYWAY -to-WEST TIP) CR 12 NA 2U D 3.28 .00 H 1,847 97 1,700 .06 A 500 . BAY ST: (CURLEW PL -to-KL.OSTERMAN RD) CR 01 NA 2U D .51 .00 H 4,506 235 1,700 .16 A 507 - BAY ST Nr,: (9TH AVE NF; •lo•27NO AVE NE) SP 11 NA 2U D ,75 ,00 FI 354 18 1,700 ,01 A 501- IIAYSI10Rt: III.VD: (MAIN ST -Io-ALLIGATOR I AKF) SH 05 NA 2U D 1,17 .00 11 1'015 565 1,700 ,38 n !Alll - IIAY511OIt1:111.Vll: (AI I.i(,A I Olt I AKI -hp-M,160) CL O6 NA 21) D 1,29 ,00 H 10,299 538 1,700 38 B 414 - IIAY!1IDI. IIt111)(1F: (!II111111111!00!II VI I I IIt VI I -M-C01.1:-t0-IIAY 11LVb) CH 08 r 611 b 3.60 .00 T 68,902 3,676 5,842 .63 C 521 . ABACI I DR: (1 ST AVE S -to-CENTRAL AVE) SP 11 NA 2U D .06 .00 H 4,257 222 1,700 .15 A 522 . BEACH DR: (CENTRAL AVE -to-1ST AVE NE) SP 11 SC 2U D .06 16.70 H 4,257 222 619 ,37 C _ 523 - BEACH DR: (1ST AVE NE -to-5TH AVE NE SP _ 11 _ - Sc 21.1 D- - .40 2.50 _ H - --- 4,257 --- 222 _ 619 -- .37 ------ --8-- 524 - BCACI I DR: (5TH AVE NE -to-9TI I AVE NE) SP 11 NA 2U D - .30 _ .00 - H - --5,298 --T 277 1,700 .19 - A - s2s - RFACI I BR: (9TI I AVE NE -tn-COFFFr POT BLVD) SP 11 NA 2U D .67 .00 H 5,298 277 1,700 .19 A 530 - BFI.CI IF:R RD: (38TI I AVE N -to-FATl I AVE N) CR 10 SA 21.1 D 1.00 2.00 A 9,596 501 668 ,75 C 531 - BELCH ER RD: (54TI I AVE N •to-70TII AVE N) CR 10 SA 4D D 1.00 1.00 A 20,140 1,052 1,594 66 C 532 - BCL.CI ICR RD: (70TI I AVE N -to-PARK BLVD) CR 10 SA 6D D .25 4.00 A 20,140 . 1,052 2,391 .44 D 533 - BELCI ICR RD: (PARK BLVD -to-BRYAN DAIRY RD) CR 10 SA 6D D 2.49 .80 A 26,356 1,377 2,416 .57 A 534 . BELCI IFR RD: (BRYAN DAIRY RD -to-t1LMFRTON RD) CR 09 SA 6D D 1.52 2.00 A 30,240 1,580 2,394 .66 B 535 -1111Cl 11-:11 RD: (ULMERTON 111) .1o-FAS I BAY D14) CR 07 SA 6D D 1.53 1.30 A 26,014 1,359 2 503 .54 B 536 - BELCHER RD: (EAST BAY DR -to-NURSERY RD) CR 07 SA 4D D 1.77 1.70 A 26,293 1,374 1,762 .78 C _ 537 - BELCHER RD: (NURSERY RD -to-GULF-TO-BAY BLVD) _ CR O6 ` SA 4D 0 1.27 __3.90 A 26,293 1,374 1,832 .75 D 538 - BELCHER RD: (GULF-TO-BAY BLVD-to-NE COACHMAN RD) CR _ 06 SA 4U _D .81 __ 3.70 A 32,416 ^ 1,694 1,306 1.30 2 F 539 - BELCHER RD: (NE COACHMAN RD -to-SUNSET POINT RD) _ CR _ 06 _ _ SA 4D _ D 1.24 _ 1.60 _ A _29,492 1,541 1,511 1.02 _ _ 1 _ D 540 - BELCHER RD: (SUNSET POINT RD -to-COUNTRYSIDE BLVD) CR 06 SA 6D D 1.35 2.20 A 32,958 "'i,722 2,919 .59 B 541- BELCHER RD: (COUNTRYSIDE BLVD -to-CURLEW RD) CR 04 SA 40 D 2.95 1.40 A 22,222 1,161 1,600 .73 B 542 - BELCI IER RD: (CURLEW RD -to-TAMPA RD) CR 03 SA 4D D 1.29 .80 A 25,882 1,952 1,470 .92 1 _ B 543 - BELCI IER RD: (TAMPA RD -to-NEBRASKA AVE) CR 03 SA 40 D ,76 1.30 ''A 20,622 1,077 1,683 .64 B Y 5 D CI R 1 1 1 49 - BEL.L.FA R BC A I C W : (INDIAN ROCKS RD -to-GULF BLVD) CR .07 SA 2U I D i.68 .60 1 A 18,082 945 909 1.04 1 C rac type: r ?rwoway, -an-•sx?nanroa nnen:a, -;;(. =slgnanzml Con?ctor, -5MC•signaezed Coeecotor (Ma)or),'NA'-Nora-Signalized Arterlal,'WaNoNSlgnallzed ColleMr,'NMC'•Non•Slpnallzed Co9ector (Major) LOS Moth: 'A*•ApCnM,'11'-Conceptunl,'I'•Ueiwuulltod I ablus Abbrovidlonr. 'Fac'•F•acillly,'V:Cap'•Valume to Phyalcal Capacity Dal Flog:'1'•VIC Ratio* ,9 atwl LOS-A, LOS-0, LOS•C or LOS -0 '7•V/C Ratio > .9 and LOSE or LOS•F P Tlndale•Oliver and Associates Produced using: vTIMAS v1.163 Page • 6 Tampa, Florida Facility Jurls Plan Area Fac Type Road Type LOS Std Length ml Signals Per Mile LOS Meth AADT Volume Physical Capacity V:Cap Ratio Del Flag Fac LOS 550 - BELLEAIR RD: (US 19 -to-KEENE RD) CR 06 SA 2U D 1.97 1.00 A 11,853 619 436 1.42 2 F 551 - BELLEAIR RD: (KEENE RD -to-LAKE AVE) CR 06 SA 2U D 51 2.00 A 8,999 470 _ 758 .62 _ ~ C 552 -BELLEAIR RD: (LAKE AVE -to-MISSOURI AVE ^?-- CR - - 0`6 ---SA-- 2U- D - 1.01 -- -2.00 -A - 8,999 __ 470 - 758 _ _ .62 __ C 553 - DELLEAIR RD: (MISSOURI AVE -to-ALT 19 ._ - CR 07 SA 2U D .63 3.20 A -- 8,999 __ 410 -758 -.62 --- D 554 - BELLEVIEW BLVD: (INDIAN ROCKS RD -to-CLWTR•LARGO RD) 0L 07 NA .. 21.1 0 .. -.25 - .00 H - - 8,217 - 429 1,700 29 B' 555 - BELTREES ST: (EDGEWATER DR -to-DOUGLAS AVE _ _ ON 04 NC 2U D .27 .00 H 3,265 171 1 61 .10 A _ 556 - BELTREES ST: (DOUGLAS AVE -to-PATRICIA AVE) _. ON 04 SC 2U D .76 1.30 H 3,265 _ 171 . 688 _ .28 _ C 557. BELTREES ST I SCOTSDALE ST: (HIGHLAND AVE -to KEENE RD) ON 04 _ _ SC 2U _ D .91 1.10 H 2,355 _ 123 688 _ .20 _ _ _ C 558 - III:TTY LN: (OVERHfiO0K AVE -to-DREW Sri CR OG SA 1U D 1.01 1.00 A 8,944 467 766 61 D 559 - BLIND PASS RD: (75TH AVE I COREY AVE -to-W GULF BL) 568 BRYAN DAIRY R SR 12 SA 4D D 1.41 _ 1.40 A 17.753 _ 928 1,409 , .66 C - 0: (66TH ST N -to-STARKEY RO CR 09 SA 40 D 2.04 2.50 A 44,424 2,321 1 598 _ 1.45 2 _ F 569 -BRYAN DAIRY RD: (STARKEY RD -to-98TH STN I _ - CR - 09 _ SA - 6D D 1.12 -'A - - 34,489 -1,8_0-2 , 2,403 --.75 - -- -?D 510. BRYAN DAIRY R0: (98TH ST N -to-ALT 19) _ CR _ 09 _ _ SA 4D D _ .75 1.30 A _ 34,489 1,802 1,684 - 1.07 -1 -D- 671 . Rl7YAN nAIRY RD 1118TI1 AVF N (11R 104o 40711 ST N) CR nn nA nn n ,77 1.4n A 4n,n7o 2,001 7,409 .81 _ IT 572 - BRYAN DAIRY RD 1118TH AVE N: (US 19 -to-66TH ST N) CR 10 NA 6D D 1,13 .00 H 47,403 2,477 5,700 .47 C 573 - BRYAN DAIRY RD 1118TH AVE N: (49TH ST N -to-34TH ST N) _ CR 10 SA 6D D 1.26 .80 A 40,020 _ 2,091 2,403 87 _ B 574 - BRYAN DAIRY RD 1118TH AVE N: (34TH ST N -to-28TH ST N) CR _ 10 _ NA _ 4D D .50 .00 _ H _ 40,020 _ 2,091 4,200 .54 C 578 - CENTRAL AVE: (PARK ST -lo-PASADENA AVE) CR -111- SA 4D D .57 3.50 A 15,623 v 816 2,205 37 '8 579 - crNTRAI, AV(': (PAf..ADrNA AVF -l0 49TI I ST N) CR 11 ;.A. 4D D 1,95 1,50 A 14,841 775 1,504 ,40 n 580 - CENTRAL AVE: (49TH ST N -to-34TH ST N) CR 11 SA 4D D 1,25 2,40 A 13,788 720 1,600 45 C !sill -CINIPALAVI::(34111;;1N-Io-77ND!;IN) ' SP 11 SA 4U D 1.00 4.00 A 10,225 S34 1,500 .36 "C' Sit? - (;1 N I ItAL AVI:: (7:1N1I S; I N -to-4111 !; I N) SP 11 SA 2U 0 1,51 4,60 A 5,888 308 876 .35 C 5113 - CI'N I IiA1. AVE:: (4 TI 1 !.'f N -10.1111) ST N) SP 11 SA 2U D .09 11.70 A 5,502 287 755 .38 D 504 . CFNTRAL AVF:: (1RD ST N •In•7Nn ST N) SP 11 SA 21.1 0 .09 10.G0 A 5,502 287 755 .38 D 585 - CENTRAL AVE: (2ND ST N -1o-1 ST ST N) SP 11 SA 2U 0 .09 10.50 A __5,'502* 287 _ 755 .38 _ _ D 591 • CHESTNUT ST: (PIERCE BLVD -to-COURT ST) CL 06 SA 20 D ,66 4,50 A 9,183 872 1,598 .55 - _ D .,J - CLEVELAND ST: (DREW ST I PIERCE BLVD -In-MYRTLE ST) SR 06 SA 20 D .48 10.40 A 18,896 984 1,105 .89 E 595 • Cl_(VF:LAND ST: (MYRTLE ST -lo-GULF-TODAY BLVD) SR 06 SA 41) D .97 3.10 A 1335 1,401 .95 1 . D 96 - CLEVELAND ST: (GULF-TO-BAY BLVD -to-HIGHLAND AVE) - CL _ 06' SA 4U D '.29 _ _ _ 3.40 ' _ _ A 7,185 _ 375 _ 1,500 _ .25 - -- - C 597 - CLEVELAND ST: (HIGHLAND AVE -to-BELCHER RD) CL 06 _ SA 21) D 1.78 __ _ 2.80 A _ __7,185 375 798 47 __ _ C 599 - COFFEE POT BLVD NE: (DFACl I DR -1o-22ND AVE N) SP _ 11 NA - 21.1 D .31 00 H - 5,298 - 277 1,700 .19 A 601- COMMI:RCB III.VD: (TAMPA itb -In-DOUGLAS tin) OLD 05 NA 21.1 D .24 .00 11 5,197 272 1,900 .10 A 611 _ COREY CSWY 175TH AVE: (SHORE DR -to-GULF BLVD) SR 12 SA 4D D 1.07 1.90 A 27,243 1,423 1,906 .75 B 2 - CORONADO DR: (ROUNDABOUT -to-CLEARWATER ('ASS) CR OG SA 21) D 1.13 2.70 A 12,570 657 714 .92 1 b__ 614 - COUNTRYSIDE BLVD: (BELCHER RD -to-US 19) CL 06 SA .Q D .54 1.90 A _ 22,149 1,157 1,607 .72 C 615 - COUNTRYSIDE BLVD: (US 19 -to-SR 580) CL _ _ 06 _ SA 6D 0 .83 2.40 _ A 25,804 _ _ 1,348 _ 2,407 .56 'C 616 - COUNTRYSIDE BLVD: (SR 580 -to-N SIDE DR) CL 06 SA 4D D 1.41 .70 A 12,856 672 1,600 .42 8 617 - COUNTRYSIDE BLVD: (N SIDE DR -Io-CURLEW RD) CL 06 NA 2U D 1.01 00 _ H _ 12,856 _ 672 1,100 .45 _ C 618 - COUNTRYSIDE BLVD: (CURLEW RD -to-LAKE ST GEORGE DR) CR 03 SC 21.1 D .36 2.80 H 6,095 318 _ 688 .52 0 620 - COURT ST: (PIERCE BLVD -to-CHESTNUT ST) - CL 06 SA 30 D 63 6.30 A 13,345 1,268 2,392 .53 1- 621 -COURT ST: (CHESTNUT ST -to-HIGHLAND AVE SR 06 - SA 40 D 1.07 2.80 A 24,592 --1,285 1,606 .80 D 622 - COURTNEY CAMPBELL CSWY: (BAYSHORE BLVD -to-HILLSBOROUGH CL) SR 06 SA Q D 3.51 .30 -A 51,000 2,665 2,805 .95 1 A 1193 - CR 1: (SR 580.10-CUR1.17W RD) CR 04 SA 4D D . 2.04 2.00 A 23,886 1,248 1,596 .78 B (174 - CR 1 I OMAI IA ST: ((i1RI.FW [it) .40AMPA fin) CR 04 SA 40 D 1,45 ,70 A 17,105, 807 1,092 v3 A Fac typo: '1 -=Freeway.'SA'=5p)nalized Arterial.':;C'=Signalized CoULTIor,'SMC'=Sk nalized Collecolor (Ma)or), •NA'•Nori-Slpnallzed Ariedal,'NC'=Non-Signalized Collector,'NMC'=Non•Slgnalized Collector (Ma)or) LOS Meth: 'A'•ApCalc,'II'-Conceptual,'f'•Generallzed Tables Abbreviations: 'Fac'•Facltly,'V:Cap'•Volume to Physical Capacity Dot Flag:'1'•VIC Rallo > .9 and LOS-A, LOS-8, LOS•C or LOS•D '2'-VAC Ratio .9 and LOSE or LOS•F . r?'' Tlndole•Ollvor and Associates Produced using: vTIMAS v1.163 Page - 7 !' Tampa, Florida ?a Facility 625 - CR 11 OMAHA ST: (TAMPA RD -to-ALDERMAN RD) Juris Plan Area Fac Type Road Type LOS Std Length ml Signals Per Mle LOS Meth AADT Volume Physical Capacity VR:Cabap Del FI fac LOS 627 - CR 296 CONNECTOR: (BRYAN DAIRY RD -to-1.275 ) CR SR 03 10 NA NA 2D 415 D D 1.76 ,00 H 10,653 557 1,700 F A 631 - CR 611 BYPASS: (TAMPA RD -to-BOTTOM SPLI ? CR 03• A 4D D 1.33 7 00 H A 0,020 -_? 639 - CURLEW PL: (FLORIDA AVE -to-BAY ST) CR of" NA -NA- •2U- --0- .2 - • 3.10 - '- _ .. 39,444 _ 2,061 ` B 641- CURLEW RD: (SR 5841 TAMPA RD -to-MCMULLEN BOOTH RD SR 05 --- SA - - D - .50 - .00 - - - H - - 4,506 -- - - 235 .16 ---- A _ - 642 - CURLEW RD: (MCMULLEN BOOTH RD -to-US 19) - - SR pg - - 6 -6b- D 6 .94 1.10 A .- 21,746 - 1,136 1,862 - 61 - - - 8 643 - CURLEW RD: (US 19 -Io-CR 1 I OMAHA ST) _ , SA _ 1.81 1.70 A 34, 1,826 2.521 ,72 "' B 644 - CURLEW RD: (CR 1 I OMAHA ST -to-ALT 19) SR SR.. 03 04 SA -- SA-- 2D 2D - D D 1.29 1.60 ---.-. A ... - 21,455 -- _ 1,121 _ 1,122 ._- --- 1.60 - - i - C - -?. 652 - DONEGAN RD: (8TH AVE SE -to-LAKE AVE) - .....--• CR .... 07 .- -- -- - - - 1.29 -- - .80 --- - . A --- 11,652 --- --- 609 _ 896 - .68 B 654 - DOUGLAS AVE: (SUNSET POINT RD -to-MAIN ST) DN ' 04 NA `" - - SA 21.1 41 1 D D .92 .00 --_ H - 3,574 --- _187 - --_- 1,700 -- _.13 - -- A - .......... 656 - DOUGLAS AVE: (MAIN ST -to-SKINNER BLVD - --" - - ON --_ _ _ 04 . N .- . .- -. 1.49 --- 28 2.00 A __. .. 7,986 ._-.._- _ ___411 _ _ 1,509 .28 _ - C - - - 057 - DOUGLAS AVE I FAIRMON'r ST: (HARBOR Oft -to-SUNSET POINT RD) CR 06 A SA 2U 4U D D , 4 ,00 H 6,766 354 1,700 ,24 _ _ A , 659 • DOUGLAS RD: (COMMERCE BLVD -Io-RACE TRACK RD) CR 05 NA 21 11 D , 9 1 4.10 A 9,253 483 1,509 _ 32 D 6630 - DR MARTIN LUTI IER KING JR ST N: (CENTRAL AVE -lo-9TH AVE: N SP 11 SA . 40 ' D .03 159 .00 11 150 H A 5,197 - 272 - 1,900 ,16 -- - - A - G61 - DR MARTIN LUTHER KING JR ST N: (9TH AVE N -1o-10TH AVE N) SP 11 SA 4U D . 7 . 10,778 1,024 4,09E .25 A 6152-DR MARTIN LUTHER KING JR STN: (10TH AVE N -to-22ND AVE N) SP 11 N .0 15.30 A 10,778 563 .. 2,085 .27 A 663 - DR MARTIN LUri fE•R KING JR ST N: (22ND AVE N -to-38TH AVE N) SP 11 A SA 40 4D D ,69 .00 14 17,3G2 907 4,200 ,23 A 664 - OR MARTIN LIM IFR KING JR ST N 38TI I AVG N -1o-02ND AVE N ( ) SP 11 SA 4D D D 1.02 1 2.90 A 17,062 891 1,818 ,49 " C 665 - DR MARTIN LUTHER KING JR ST N: (62ND AVE N -to-83RD AVE N) SP 11 SA .48 1.30 A 19,861 1,027 1,593 ,65 B - 666 - DR MARTIN LUTI IER KING JR ST N: (83RD AVE N -to-GANDY BLVD) SP 11 SA 4U 4D D D 1.31 2.30 A 22,260 1,103 1.510 ,77 C 667 - DR MARTIN I.II 11 ICR KING JR ST N: GANDY nI.VD -In-1.275 ( ) CR 11 " SA 4D D 1.00 2 115 3.00 1 40 A A 22,260 17 1159 1,163 -- - 897 1,593 1 .73 - -- -• D 6156 • DR MARTIN I tfTI IER KING JR . f S: (I'INPI.I AS POINT DR •to-32NO AVE S) (149 - DR MARTINI I IT - ' ' SP 11 SA 4U D . 2.48 . 1.60 A , 12,462 651 ,593 1,415 .56 ,4 A C I II R KINGi JR.T (1 , ND AVF. •Io.11T1l AVF S) ' SP 11 SA 4D D 1,35 3,00 A 19 810 1 035 1 592 T 65 C 610.01?MARIIN Itill IFUKIN? ,,IR.I. (It111AVPS•In-8111l;IS) SP 11 .A 4O D ,16 6,60 A , 1o,ntn , nm 1 , 7 7n2 . 47 n o/ I - Ult MAR I IN LUI1ILH KING AC; 1 S: (8111 t ;l S •to-CLNI RAL AVE) - - SP 11 SA 40 D .66 10.70 A 13,360 , 1 269 , 4 184 , 30 8 672 - DREW ST: (CLEVELAND ST -to-FT HARRISON AVE CL 06 SA 21.1 D ,36 5.50 A 3,000 , 151 , 950 . -- 17 -- - C 673 - DREW ST: (FT HARRISON AVE -to-MISSOURI AVE - SR O6 "`-- SA --......_' 4U -'b- '-' ,72 4.20 _ -..A -12,960 677 1 256 . 54 C 674 • DREW ST: (MISSOURI AVF --10 1161 It AND AVE) SR OG SA 4U_ 'f- - - -.79 _2,50 - 'A ---21,562 _ _ 1 127 , _ - -1 171 __. --' 9'6 -1 "'C 675 - DREW ST: HIGHLAND AVE -to-N SATURN AVE SR SA - 4U D ,63 3.20 A 23,02G , 1 203 , 1 562 . 77 D 616 . DRLW S f: (N SAIIJRN AVE -lo-NE COACT IMAN RD ) SR 06 SA 40 D ,74 2.70 A 23,238 , 1 214 _ , 1 679 , - - 72 -- D 677 - DREW ST: (NE COACI IMAN RD -to-US 19) CR 06 SA 4D D 1.41 2.10 A 21,8913 , 1 144 , 1 599 , 72 C 678 - DREW ST: (US 19 -to-MCMULLEN BOOTH RD) CL 06 SA 40 D 1,28 2.30 A 15,868 , 829 , 1 928 . 43 C 681- DRUID RD: (FT HARRISON AVE -to-MYRTLE ST) CL 06 SC 2U D ,25 4.00 H _ 4,358 228 , 688 . 37 C 682 - DRUID RD: (MYRTLE ST -to-MISSOURI AVE) CL 06 SC -20 D .50 4.00 H 4,358 _ -*226 688 . 37 _ C 683 - DRUID RD: (MISSOURI AVE -to-KEENE RD) CL 06 SA 2U D 1.53 2.00 A 9,144 478 637 . 75 D 684 - DRUID RD: (KEENE RD -to-BELCI IER RD) - CL 06 SA 2U D -1.01 2.00 A -9,959 520 759 . 69 C 685 - DRUID RD: (BELCHER RD -to-US 19) CL 06 SA 2D D 1.09 .90 A 8,025 419 806 . 52 B 687 - DRYER AVE: (INDIAN ROCKS RD -to-TROTTER RD) LA 1A. 07 NA 2U D .70 .00 H 2,483 130 1 700 . 09 A 688 - DUHME RD 1113TH ST: (WELCH CSWY -to-PARK BLVD) _ CR 09 SA 6D D 226 1.80 A 20,876 1,091 , 2 402 . ,45 B 689 - DUHME RD 1113TH ST: (PARK BLVD -to-86TH AVE N) CR 09 SA 6D D .61 1.60 A 24,935 1,303 , 2 413 .54 8 690 - OUI IMI- RD 1113TI l ST: (86TI I AVE N -to-102ND AVE- N) CR 09 SA 4D D 1.02 2.00 A 24,935 1,303 , 1 589 .82 -C 691 - DUN17DIN C SWY BLVD: (ALT US 19 -lo-CAUSEWAY) CR 04 NA 4D D 1.06 ,00 ' H 6,332 . 331 , 4 200 .09 A 1592 - Dl1NFDIN CSWY ni.VD: (CAUSEWAY -to-W ENT ROYAL S) CR 04 NA 2U D 1.22 .00 H 6,332 331 , 1 900 20 A 693 - EAST LAKE RD: (TAMPA RD -to-NORTI I SPLIT) CR 02, NA 4D D .55 .00 H - .39.,444 2,061 , 3,800 . .59 C Fnc ivnn• -I •_cro..w,.,. •cASI'L. .. _ - -. __.. _.... _._._..... _..._ . ........... ................ ......t,,,p ,.,, -nv,ra ?nnn?ca nncnay nt, =nuo-algnalrreo L oiiKWr, -NMG-=Non•sgnall2ea Gogeclor (Ma)or) LOS Moth: 'A'=ApCah:,'11'=Cntw:oplual,' V-Oalwnall/od W111416 AbbrevblIons: 'I tw;',hr.11ny,'V:fep••Vohmw to Phywk:M Copnclly net Fleg:'1••Vll; Itolkl > ,g olwl l.Oti•A,1.0!;•11,1.0:;•C nr 1.05.11 '2'•VIC rtntMl > ,g olwl LOS•H m LOS•F r Tindale-Ollver and Associates Produced using! vTIMAS v1,163 Pape • 8 (" Tampa, Florida Facility Jurls Plan Fac Road I LOS Length Signals LOS AADT Volume Physical V:Cap Det Fac 694 . EAST LAKE RD: (NORTH SPLIT -lo•BROOKER CREEK) CR Area 02 Type SA Type 6D Std D mi Per Mile Meth Capacity Ratio Ft LOS _ 695 - EAST LAKE RD: (BROOKER CREEK -to-TARPON WOODS BLVD) CR 02 _ SA_ _ 4D •D _ .66 90 _ 1.50 1 10 A A 60,384 3,155 3,895 - .81 _A_ 696 - EAST LAKE RD: (TARPON WOODS BLVD -to-tANSBR00K PKWY) CA 02 __ _ SA 4D D_ 1.83 _ _ . 1.60 A 60 ,384 54 950 3,155 871 2 2,565 2 083 1.23 08 2 2 _F _ F 697 • EAST LAKE RD: (LANSBROOK PKWY -to-KEYSTONE RD ) CR 02 SA 4D D_ -2.36 - --1.30 A , 46,666 , 2 438 _ , 2 084 _ - - 1 17 - - 2 _ _ F 698 - EAST LAKE RD: (KEYSTONE RD -to-l'ASCO CO LINE) C R 02 SA 4D D 1,71 .60 A 31,529 , 1 647 , 1 752 . 94 1 A 699 - EAST LAKE RD EAST SERVICE RD: (NORTH SPLIT -to-TAMPA_ RD _ _ CR - 05 - - SA 4D " 0 - ' _ .85 "-"-- " " 1.20 A 32 151 , 1 680 , - 1 605 . 1 05 _ 1 - - C - 709 - ENTERPRISE RD: (US 19 -to-MCMULLEN BOOTH RD) CL 06 SA 40 D 1.43 2.10 A , 14 158 , 740 , 1 423 . 52 C 710 - ENTERPRISE RD: (MCMULLEN BOOTH RD-Io-MLIPPE PKWY) CR OS WC 2U D _ 1.52 _ 10 H , 8 364 437 , 668 _ . 72 _ 0 714 • FAIRMONT ST: (MLK JR AVE -to-HARBOR DR - CL 06 NA 4U_ D .23 _ .00 H , 9 253 483 - 4 200 . -•- 13 -• -'-A'- 721 - FLORIDA AVE: (RIVERSIDE DR -to-CURLEW PL CR _ 01 SMC _ 2U D _ ---1.87 -- -,50 H , 4 506 235 , 954 . - 27 _ _ A 724 - FOREST LAKES BLVD: (SR 580 -to-TAMPA RD - - CR - OS " -- SA `" 2D ' - " D '- .47 - • 2.10 A , 20 993 1 097 801 , - 1 37 -- 2 _ - F 725 - FOREST LAKES BLVD: (TAMPA RD -to-HILLSBOROUGH COUNTY LINE) CR 02 SA 2D _ D 2 27 90 A , , __ . _ _ 726 - GANDY BLVD: (HILLSBOROUGH COUNTY LINE •to-SAN MARTIN BLVD ) SR _ ? it - NA --. - '- 4D -' ` D . - 2 51 . °"` _. 20,526 - 1,072 - ° " 806 - 1.33 - 2 -- - F - 727 - GANDY BLVD: (4TH ST N -In-SAN MARTIN BLVD .. SR _11_ _ SA AID _ D . ._. .00 H .. ^ 31,874 1,665 -'- 4,200 X43 - - - - B - - 728 - GANDY BLVD: (9TH ST N •IoATH ST N) SR... ;'_... - SA.._ AD... -..D 1.07 55 90 . - .._^ . 2.610 ..._.... . 1,873 ._..- 1.58 ...._ 2 _ f - - 729 - GANDY BLVD: (9TH ST N -to-1-275) . 3,70 33,034 1,716 1,684 1,03 y F 30 -GANDY BLVD: (I-275 -to-28TH ST N) SR SR 11 SA 6D D 1.24 2.40 _ A 33,247 1,737 3,012 .58 . C 731-GANDY BLVD: (28TH ST N-to-US 19) SR . -10- 10 SA SA , 6D-_ _D _. _ 1.90 A - -..99 - __ 1 C __ C 740 - GLADYS ST ( VONN RD: (DRYER AVE -to-130TH AVE) WILCOX RD) LA 07 NA 4D 2U _D D _ ,99 _ _1_.00 A 62,121 3,246 _ 3,959 .82 _ _ A 743 - GRFI:NnRIAR BLVD: (VIRGINIA AVE -to-BELCI IER RD) CR 06 SA 2U D 76 69 00 1 50 H A 8,258 800 9 431 512 1,700 813 _ .29 63 _ _B B /4.'1 I,Itl I NII A:il.(KI I NI ItD IrrI11(;InANIInVI ) rl. on sr 711 n , 75 . 1.3n II , 7,376 177 R94 . 1 5 - C" 741) 1:1111 III VI) (W (11 It I III to IkI ANWIII VII AND CNWY) 7 " SR 12 : A 4U U .97 1,00 A 11,671 923 1,489 , . ,q B 74 • rUl f III VII (I Itl ASI IItP I:;t ANn (;SWY •Ur•JOt INS toss RRInG[) SR 12 SA 4D D 1,29 1.50 A 19,210 1 004 1 793 56 B 748 - GIII I III VII: (JOHNS PASS FIRIDGE -In-WELCH CSWY) SR 13 SA 4D D 1,70 1.70 A 30,5i41 , 1 5911 , 1 834 . 87 8 149 - GULF BLVD: (WELCII CSWY -to-PARK BLVD) SR 13 SA 4D D _ 3.77 ,50 A 18,053 , 943 , 1 523 . 62 _ A_ - 750 - GULF BLVD: (PARK BLVD -to•WALSINGIIAM RD ' SR 13 " SA 2U D 2.99 .70 n 16,800 - - ° 8711 , - 750 . 1 17 2 F 751- GULI BLVD: (WALSINGI IAM RD -to-nLLLL'Alk CSWY) CR 13 SA 2D D 2.36 .40 A 14,206 742 1 016 . 73 A 752 - GL It F nl.Vn: (nF.LI.F.AIR CSWY •to•GULFVIEW BLVD) CR 13 SA 20 D 3.66 _ ,50 A 13,408 701 , 2 062 . .34 A 754 -GULF BLVD S: (BAYWAY -1o-75Th AVE) SR *-12 SA 4D D 2.41 _ 2.90 A .... _22,798. 1,191 , ---2. 003 3 -----.60 -B- 7517 - GLII.FI'ORT BI.VD: (PASADENA AVF -to-58TH ST S) CR 11 SA 4D D 1.85 1.60 A 18,930 989 , 1,594 ,62 C 750 - GLILFPORT BLVD: (58TH ST S -1o-34TH ST S _.CR_ _.t1_.. ._.SA_ _41,11 D 2.01. -._._.2.00. ..A 21,491 ---1,123 1 521 _--... 74 --- - 759 - GULF-TO-nAY BLVD: (CLEVELAND ST -lo•l 1IGHLAND AVE) SR 06 SA 4U D ,45 4,50 A 23,728 1,240 , 1 676 . ,74 D 7G0 - GUI F-TO•RAY nLVD: (I IIGHLAND AVE -to-KEENE RD) SR 06 SA 6D D ,76 4.00 A 48,167 2,517 , 3 277 .77 D 761 - GULF- O-BAY BLVD: (KEENE RD •lo-BELCI IER RD) SR 06 SA 6D D 1.03 2.90 A 55,356 2,892 , 2 568 1 13 _ 2 F 762 - GULF-TO-DAY BLVD: (BELCHER RD -to-US 19) SR 06 SA 6D D .99 2.00 A 55,316 2,890 , 2,890 , 1.00 1 C 763 - GULF-TO-BAY BLVD: (US 19 -o-BAYSHORE BLVD SR 06 SA 6D D 1.51 3.30 A 62,833 3,283 2,159 1.52 2 F 765 - HAINES BAYSHORE RD: (WHITNEY RD -to-US 19) CR 08 NA 21.1 D ,76 .00 H 6,080 318 1,700 .21 _ A 766 - HAINES RD: (9TH ST N -to-38TH AVE N) SP 11 SC 2U D .31 3.20 H 9,361 489 688 .80 D 767 - HAINES RD: (38TH AVE N -to-54TH AVE N) SP 11 SMC 2U D 1.57 .60 H 9,361 489 688 ,80 B'_ 768. HAINES RD: (54TH AVE N -to-US 19) CR 10 SMC 2U D 1.21 2.50 H 9,361 489 688 ,80 D 771- L IAMLIN BLVD: (102ND AVE N -to-SR 6881 WALSINGHAM RD) CR 09 SMC 21) D 1.01 1.00 H 5,639 295 624 .51 C 772 - HARN BLVD: (BELCHER RD -to-US 19) CL 06 NC 2U D 1.06 ,00 : H 4,242 222 1,615 ,13 A 774 • I IFRCHI FS AVE, (DRUID RD •tn•Ctxr-TO•IIAY BLVD) CL 06 SA 4D D .25 3,90 A 9,906 518 1,619 ,32 D 775 -1 II"1111 It F^ AVE: ((',III F-TO-IIAY III VI) -to uRFW ST) 1r-. r.... ...., • r ..............•.. ,•.......,..... ..._.,_, ..,.,.... .. ..... Cl. 00 DA 4U D 51 3,00 A 13,241 092 1,730, ,40 C _ ,,... _. _ .................. ..,,........,.. „v„..•,?.. ,,•„ ...,,, lm„N.I, rrn -"UWQ JnalrLee Nnonar, Nc •Non-slgna11zea Conecror, -NMG-•Non-Sgnalized Collector (Ma)or) LOS Meth: 'A'=ApCalc,'I1%Conmplual,'1'=Gonerallred I ablus Abbreviations: 'Fac-Faclllty, V:Cap'•Votume to Physical Capacity Del Flao:'1'-WC Ratio > .9 and LOS-A, LOS-D, LOS•C or LOS•O '2'•VIC Ralb > ,9 and LOSE or LOS•f rr ?? Tindale•Oliver and Associates Produced using: vTIMAS v1.163 Page - 9 ?? Tampa, Florida Facility 841 - LAKE ST GEORGE DR: (SR 584 ( TAMPA RD -to-COUNTRYSIDE BLVD Juris `I Plan i Area ' Fac Type Road Type LOS Std I Length ml Signals Per Mile LOS Meth AADT Volume Physical -Capacity, V:Cap Ratio Def Flag Fac LOS , _)_ 843 - LAKEVIEW RD: (FT HARRISON AVE -to.MYRTLE ST) CR CL 03 os..._ NA . A 2U __ 4U... D . 1.19 .00 --- H .. '-- 6,095 _. -•- 318 1,700 _ 21 -..--- 844 - LAKEVIEW RD: (MYRTLE ST -to-LAKE AVE) CR ' 6 S SA - - " p .27 3.80 - - A - * 1,464 v 390 '-- ' ' 1,500 - .26 -- .... --?-- 851 - LANDMARK DR: (ENTERPRISE RD -to-SR 580 0 - ' ' ` - 2U p " 1,54 - 2.60 .._ --- . A _ ..._ 9,125 4 7 - - 763 .63 - - C 852 - LANDMARK DR: (SR 580 -to-MEADOW RD ) CL CL 06 06 NA - 4U - D 59 _ 00 - H - 12,032 - --- - 629 - - -- 4,200 ---- -.....__. .17 ----- .__.. A _ 853 - LANDMARK DR: (MEADOW RD -to-CURLEW RD) SC 4U D ,50 _2.00 H 6,517 341 1,375 .28 ?--- ? C 863 • LIVE OAK ST: (ALT 19 -to-US 19) CL 06 ' SC " - 20 D 1.84 .50 - -- H - 6,517 341 688 .56 _ _ C 876 - MAIN ST: (BAYSHORE DR -to-10TH AVE N CR SH 01 _ .. NA ..... . - 2U -- -- D -_- .18 -- - .00 ---- - H -.._ 3,421 _ 179 -- -- 1,700 ,12 A 877 - MAIN ST: (10TH AVE N -to-MCMULLEN BOOTH RD) 05 NA 2U D 60 _ 00 H 12,589 658 1,700 .44 C 878 - MAIN ST: (BROADWAY AVE -to-MILWAUKEE ST) CR pN 05 SA 2U D 67 -- _ 1.50 A 12,589 - 658 _ 756 _ .87 C - 879 - MAIN ST: (MILWAUKEE ST -to-SKINNER BLVD) 04 ' SC 2U 0 ,42 4,80 - H 3,194 167 -- 688 --.27 - - 8- 880 - MANDALAY AVE: (PIER 60 -to-ROYAL WY) DN 04 NA 4U D .18 00 H 3,194 167 4,200 05 .A _ ____ 881 - MANDALAY AVE: (ROYAL WY -Io-EL DORADO CIR - - CL - 06 .._.. - SC "' 4U D .67 - 4.50 - - H 13,939 -• 728 1,375 .60 C 889 - MCMULLEN BOOTH RD: (GULF-TO-BAY BLVD -to-MAIN S T) CL 06 .. NA . 2U 1 D . . 1.15 .... .00 - H . " 13,939 726 ----i,760 - .49 _ __ _ C_ 890 - MCMULLEN BOOTH RD: (MAIN ST -to-SR 580) CR 06 SA 6 D _ U_ 2.27 _ _1.80 A 70,224 _ 3.669 _ -3,282- ---1.12 _2 _ 891- MCMULLEN BOOTH RD: (SR 580 -to-BOTTOM SPLIT) CR 06 SA 6D D 2.04 1.50 A 69,346 3,623 3,123 1.16 -F 892 - MCMULLEN RD: (LAKE AVE -to-KEENE RD) CR LA 03 07 SA C 6D _' D 2.40 .80 - A 57,757 _ ,757 2,996 3,057 _.98 _ 1_ -- __ _B _ 894 • M[I ILfNBACI I[R 18TI I AVE NW: (CLWTR-LARGO RD -to-INDIAN ROCKS RD) CR 7 S 2U D ,59 1.70 H 3,262 170 688 ,28 8-• 895 - MEMORIAL CSWY: (PIERCE LOOP -to-BRIDGE ) 0 SC - 21.1 - D 1.01 1.00 -- - H 6,009 314 688 .52 D 891- Ml-I(1::; IILVU: (AL 1 19 40 LORIDA AVI:) SR CR 06 01 SA SA AD 2U D 1,OA 1,20 A 31,071 1,6fiA 7,034 -- ,82 C-_ 1199 - MICHIGAN III VD. (CR 11o Al. f 1!1) DN 04 D 1,61 ,60 A 5,653 295 1,341 .22 A 6n5 - MI!;SDLIrtI AVI- (f HAY DR •10111"111-Alit RD) SR 07 SMC SA 2U BD D 1.54 1.30 H 5,292 277 656 '.59 C M)6-MISSO11111AVV (I II I I I AIR 10) toC0111tI S1) 9R 00 ';A D 1.53 3.30 A 36,184 1,891 2,510 ,75 D 901 - MI!;';()IIt(I AVf ' (0011141 !;I - toi CI I VI I AND !;1) (:I on '' A 00 4D D 1 1.51 2.00 A 31,7112 1,660 2,7G0 .00 B 908 - MISSOU141 AVE: (CLEVELAND Sr -to-DREW S f) . CL 06 , SA _ _ 2U ) D •33 1 3.00 A 12,307 043 1,837 •35 __C 910 - MLK JR AVE: (BELLEAIR RD -to-DREW ST) CL , 8 5.70 A 12,307 643 960 .67 D 912 - MILK JR AVE: (DREW ST -to-FAIRMONT ST) CL 06 SC 2U _D 2.01 3.00 H - 6,525 341 619 .60 D 917 - MYRTLE AVE: (SEMINOLE ST -lo-MARSHALL ST) CL 06 06 SC SA 2U D 1.00 2.00 H 5,608 293 619 .48 - _p 918 - MYRTLE_ AVE: (MARSI IALL ST -to-EDGFWATER DR CL 0 N 4U D .88 3.40 A 12,592 658 11605 .41 D 919 - MYI( I 11: AVf : (I.AKI':VII-W RD -In-CI IF:SI NUT ST) CL 06 A SA 2U 4U D D .20 .00 FI 12,592 658 1,700 .44 C 920 - MYRTLE: AVE: (CHESTNUT ST -lo-DREW ST) CL 06 SA 4U D ,82 4.90 A 7,105 371 1,613 ,23 D 92A - NF: COACI IMAN RD: (DRFW ST -to. IS 19) SR 06 SA 21 1 D .50 8.00 A 10,682 558 1,577 .35 C 929 - NE COACT IMAN RD: (US 19 -to-MCMULLEN BOOTH RD) SR 06 SA . 2U D 1.74 1 27 1.10 A 19,612 1,025 905 1.06 2 F 9:10 - NIAIRASKA AVI_. (AI.I 19 lu lll_LCI ILIt ItU) Cl? 03 SMC 2U D . 1 20 .80 1 70 A 11 14,175 741 938 .79 A ? 931- NEBRASKA AVE: (BELCHER RD -to-US 19) CR 03 SA 10 D . 52 . .5,899 1 306 615 938 - NORTI ISIDf DR: (COUNTRYSIDE FILVD -to-US 19 CL 06 Sc _ 2U D . 71 1.90 A 6,375 856 800 107 2 E _ 939 - NtnRsri(Y RD: (ITS 19 -b)-nri ci Iflt III)) CR 06 SA 2U D . 96 1.40 1 00 H A 3,225 169 688 ,28 C 940 - NURSERY RD: (BELCHER RD -to-KEENE RD) CR 06 SA 2U D . 1 01 . 2 00 A 9,393 491 491 1.00 . 1 C - 941 - NURSERY RD: (KEENE RD -to-HIGHLAND AVE) CR 06 NA 2U D . 77 . 9,111 476 476 1.00 1 b 946 - OAKHURST RD: (74TH AVE N -to-PARK BLVD) CR 09 NA 26- - D . ' 25 .00 - -- 00 H --H 5,203 272 1,700 - .18 "--- -- A - --' 947 - OAKI It II( ST RD: (PARK I11.VD -In-WAI.SINGI IAM RD ) CR 09 " SA 2U D . ' 2 62 , 1 90 A 2,928 153 11100 .10 A - 064 - OVI-1tIIROOK AVf; (DDIICI AC AVf- to III 'I IY I N) C11 06 SC 2U D . .31 . 3.20 H 10,454 2 932 546 153 758 688 ,72 25 C 970 - PAI MFTTO ST: (MYRTI F ST An-100111 AND AVE) CL 06 SMC 2U D 1 26 2 40 fl , 5 262 275 G . C 911 - PAI.Mf: 110 S I: (I IlG1It AND AVE -to-KI:I NI: I(I)) CR 06 SC 2U ( D . ,77 . 1 30 11 , 4 947 258 88 68 .45 C , , 8 ,43 C Fac IVpo:'1'-l touwav.'!;A'-ShutnllimI AnetiA *!;I"slnw,h-d ,ut .?i„ •nu•• c> u... w.. _ ,..... _ a,uwa,w wiw cim, nett, •nunvw3naezea uoneclor tma)orl 5 Meth: 'W '-ApUa1c, "I P-Cow:uptual,' I'-CurwenlUud I abh,% Abbrovidlnnt: '1 :•r.'•f trlilty, N!Cup .vohmwf In I'hy5k:ol Capoclly not rIsB:'1'•V/C lintki > .9 mwt LO.-A, 1 0.•II, 1.0S•C Of I.OS•p '9'•V!C Rulto> ,9 m,I 1.0.•r: er t.0^.•r rk?; Tindale-Ollver and Associates Produced uting: VTIMAS v1,163 Page • 11 Tampa, Florida PLANINING DEPARTMENT CITY OF CLEARWATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 April 24, 2007 Mr. Ed Armstrong III, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P.O. Box 1368 Clearwater, FL 33757-1368 RE: Development Order - Case FLD2006-10058A 205 Belcher Road Dear Mr. Armstrong: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On April 17, 2007, the Community Development Board reviewed your request for Flexible Development application to delete a condition of approval (#8 on Development Order of January 29, 2007). Condition # 8 read "That the existing billboard be removed prior to the issuance of any permits". The Community Development Board (CDB) APPROVED the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. That the 1.09-acre subject property is located at the northeast corner of Belcher Road and Drew Street; 2. That the 0.206-acre northwest portion of the overall property is located within the Office (O) District and the Residential/Office General (R/OG) Future Land Use Plan category; 3. That the 0.172-acre northeast portion of the overall property is currently located within unincorporated Pinellas County, is being annexed into the City of Clearwater and is being assigned the Low Medium Density Residential (LMDR) District and the Residential Low (RL) Future Land Use Plan category (see ANX2006-10039, item F1 on the January 16, 2007, CDB agenda); 4. That the 0.713-acre southern portion of overall property is currently located within unincorporated Pinellas County, is being annexed into the City of Clearwater and is being assigned the Commercial (C) District and the Commercial General (CG) Future Land Use Plan category (see ANX2006-10039, item F 1 on the January 16, 2007, CDB agenda); 5. That the proposal includes the construction of a 3,030 square-foot, one-story convenience store and fuel pumps within the Commercial (C) District, with associated nonresidential off-street parking lots and retention areas on the northeast and northwest portions of the site within the within the Low Medium Density Residential (LMDR) District and Office (O) District respectively; 6. That reductions to setbacks to pavement are proposed as part of the automobile service station development; 7. That the proposed installation of a six-foot high wall with landscaping on the external side adjacent to existing detached dwellings will provide increased screening and buffering to the detached dwellings; FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILI.,JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" • • That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts; and That there are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Tables 2-701.1 and 2-704 for the Commercial District, Tables 2-1001.1 and 2-1004 for the Office District and Tables 2-201.1 and 2-204 for the LMDR District of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Sections 2-1004.B and 2-204.E of the Community Development Code; and 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3-913 of the Community Development Code. Conditions of Approval: l.a,,fhat approval of this application is subject to the annexation of the site under Case No. ANX2006- 10039; 2. -T'hat a Unity of Title be recorded in the public records prior to the issuance of any permits; 3. That the final design of the building must be consistent with the conceptual elevations submitted to (or as modified by) the CDB, and be approved by Staff; 4. That all colors proposed for the building and wall be approved by Staff prior to issuance of any permits; 5. That any future freestanding sign be a monument-style sign a maximum six feet in height, unless part of a Comprehensive Sign Program, designed to match the exterior materials and color of the building; 6. That a six-foot high wall with a lintel footer system be installed along the east and north property lines; 7. That this use not engage in lubricating service, minor repairs or vehicle service; 8. That a Right-of Way permit be issued by Pinellas County to install landscaping in their right of way; 9. That all landscaping, including foundatiori and interior requirements be installed per the plan submitted to (or as modified by) the CDB, and be approved by Staff; 10. That all outdoor lighting have shields to eliminate glare and light intrusion onto adjacent properties and rights-of-way; 11. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right(s)-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work; and 12. That the site function as previously approved and no substantial changes occur with the site plan with respect to the billboard remaining Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (April 17, 2008). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal-of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.13 by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on May 01, 2007 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call A. Scott Kurleman, Planner II, at 727-562- 4567x2504. You can access zoning information for parcels within the City through our website: NA,Nk,w.Lnyclearwater.coi-n/gov/depts`/--"pl.annin g. Sincerely, Michael Delk, AICP Planning Director S.•IPlanningDepartmentlCDBIFLEX(FLD)IlnactiveorFinished ApplicationsWelcherN02057Eleven(C,O,LMDR) SKApprovedlBelcher Road 205 Development Order 4.19.07.doc 0 9 CDB Meeting Date: April 17, 2007 Case Number: FLD2006-10058A Agenda Item: E4 Owner/Applicant: Alice H. Nisk Revocable Trust dated 11/26/91 Representative: Johnson, Pope, Bokor, Ruppel & Burns LLP. Address: 205 & 213 North Belcher Road 2212-2216 Drew Street & 2205 Norman Drive CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: To delete a condition of approval (#8 on Development Order o January 29, 2007). Condition # 8 reads "That the existing billboard be removed prior to the issuance of any permits". ORIGINAL REQUEST: Flexible Development approval to (1) to permit an automobile service station in the Commercial (C) District contiguous to a parcel of land zoned residential with a reduction to the front (south) setback from 25 feet to 15 feet (to air/vacuum pad), reductions to the front (west) setback from 25 feet to 15 feet (to pavement), reductions to the side (north) setback from 10 feet to six feet (to sidewalk), and to permit off-street parking in the Office (O) District with outdoor lighting remaining on from dusk to dawn with a reduction to the front (west) setback from 25 feet to 18 feet as a Comprehensive Infill Redevelopment Program under the provisions of Section 2-704.C; (2) to permit nonresidential off-street parking in the Low Medium Density Residential (LMDR) District with outdoor lighting remaining on from dusk to dawn as Residential Infill Project, under the provisions of Section 2- 204.E; (3) to permit a wall six feet high in the front setback in the Office (O) District as a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.B.and (4) to permit a wall six feet high in the front setback in the Low Medium Density Residential (LMDR) District as a Residential Infill Project under the provisions of Section 2-204.E. (Related to ANX2006-10039). EXISTING ZONING/ O, Office; C2; R4 LAND USE: ROG, Residential/Office General; CG, Commercial General; RL, Residential Low. PROPERTY SIZE: 1.09 acres; 47,589 square feet PROPERTY USE: Existing Use: Office, Vehicle Sales and Display & Residential Proposed Use: Automobile Service Station ADJACENT ZONING/ LAND USES: North: Residential 4/ Single Family and Duplex West: Commercial District/ Office East: Office/ Medical Office South: Office/ School CHARACTER OF THE IMMEDIATE VICINITY: Offices, Automobile Service Station and Residential uses dominate the immediate vicinity. Staff Report - Community Development Board - April 17, 2007 - Case FLD2006-10058A - Page 1 ® • ANALYSIS: Site Location and Existing Conditions: The 1.09-acre site is located at the northeast corner of Belcher Road and Drew Street. Both Belcher Road and Drew Street are heavily traveled roadways. The southeast corner of Belcher Road and Drew Street is developed with school/office facilities (Skycrest Christian School), the southwest corner is developed with an Automobile Service Station (Hess) and the northwest corner is developed with a Medical Office (Florida Dental Centers). The subject site at the northeast corner of Belcher Road and Drew Street currently has a used car sales lot, a vacant office building, and a duplex present. The parcels zoned C 2 and R 4 are currently located in unincorporated Clearwater. Additionally there is a billboard on the site. Development Proposal: The proposal is for an Automobile Service Station (7 Eleven). This proposal is related to ANX2006-10039. Upon the annexation, the site will have (C) Commercial, (LMDR) Low Medium Density Residential and the existing (O) Office zoning. The (LMDR) parcel will contain three off-street parking spaces and stormwater facilities, the (O) Office parcel will also contain three off-street parking spaces and stormwater facilities and the (C) Commercial parcel will contain the Automobile Service Station. The proposal includes a single story 3030 square foot convenience store with a height of 20 feet 10 inches where 25 feet is the maximum height allowed. The building will be located on the eastern portion of the parcel; with two primary facades one facing Belcher Road and the other facing Drew Street. Flexibility Criteria: Pursuant to Section 2-703.D.l.of the Community Development Code parcels proposed for development as an Automobile Service Station may not be contiguous to a parcel of land designated as residential in the zoning atlas. However, as a Comprehensive Infill Redevelopment Project, one may seek relief from this requirement. While the site will be contiguous to a residentially zoned parcel at the extreme northeast corner, it will be buffered with a six foot high masonry wall and very heavily landscaped. Currently there is no wall or landscape buffering the existing used car lot from the residential properties. In addition Section 2-703.D.1 precludes overnight, outdoor storage of automobiles. The proposed use will involve fuel sales and retail sales of convenience items only. Further only two service bays may front on a public street. There are no service bays proposed with this development. Per Section 8-102 of the Community Development Code an automobile service station may also include facilities for lubricating, minor vehicle repairs and vehicle service. These uses perhaps were the drive for the condition that automobile service stations not be contiguous to residential property; therefore, as a condition of approval this facility may not provide lubricating, minor vehicle repairs or vehicle service. Setbacks: The proposal includes a reduction to the front (south) setback on Drew Street from 25 feet to 15 feet to the air and vacuum pad. The parking lot itself (south side) will be located from 16.3 feet to 20 feet from the property line. Additionally there is a request to reduce the front (west) setback on Belcher Road from 25 feet to 15 feet to the parking lot. Further, there is a request to reduce the side (north) setback from 10 feet to six feet to a sidewalk. The last setback request is to reduce the front (west) setback for the off-street parking lot in the Office (O) District from 25 feet to 18 feet. The entire width of all the reduced setbacks will be he heavily landscaped with a tiered effect. Both Section 2-703 and 2- 1003 permit the front setback to be reduced to 15 feet for parking lots provided the land area is not sufficient to accommodate the full setback requirement and the reduction results in an improved design and appearance and landscaping is in excess of the minimum required. Absent these reduced front setbacks to the parking lot, the drive aisle widths would not meet code requirements and the reductions have resulted in an improved design and appearance by the addition of unique fenestration, changes in the horizontal building planes, and details such cornices, stringcourses and awnings. The proposed Staff Report - Community Development Board - April 17, 2007 - Case FLD2006-10058A - Page 2 A • interior landscaping exceeds the requirements by 50% and the tree requirement is exceeded by 100%. The request to reduce the side (north) setback from 10 feet to six feet is for a sidewalk to be used by employees to access the rear service door. The structure itself will meet the required 10 feet setback. Non-Residential Off-Street Parking: Pursuant to Section 2-204.C. of the Community Development Code the parcel proposed for off-street parking must be contiguous to the parcel for the non-residential use, Automobile Service Station, which will be served by the off-street parking spaces. The LMDR parcel is contiguous to Commercial parcel. In addition, the LMDR parcel must have a common boundary of at least 25 feet. The LMDR parcel has a common boundary of 56 feet on the south and 102 feet on the west. Further, no off-street parking spaces are located in the required front setback for detached dwellings in the LMDR district or within ten feet, whichever is greater, or within ten feet of a side or rear lot line. The required front setback for detached dwellings in the LMDR District is 25 feet. The proposed parking spaces begin at 53 feet in the front and 16 feet on the side. Additionally, the off-street parking spaces shall be screened by a wall or fence of at least three feet in height and is landscaped on the external side with a continuous hedge or non-deciduous vine. The off- street parking is screened by a wall of six feet in height that is architecturally compatible and complimentary to the principal structure and is landscaped on the external side with a continuous viburnum hedge. Lastly all parking spaces are required to be surface parking. All parking spaces are surface parking. Off-Street Parking: Pursuant to Section 2-1003.G. of the Community Development Code all off-street parking spaces on the Office parcel shall be screened from residentially zoned or used properties by a wall or fence of at least four feet in height and landscaped on the external side with a continuous hedge or non-deciduous vine. As proposed the off-street parking spaces are screened from the residentially zoned and used properties by a wall of six feet in height that is architecturally compatible and complimentary to the principal structure and is landscaped on the external side with a continuous hedge in a landscape buffer of over 14 feet in width. Additionally, all access and necessary stacking space shall be based on the size and design of the parking lot as determined by the Community Development Coordinator. All access and stacking requirements have been met. Further, all parking spaces are required to be surface parking. All parking spaces are surface parking. Outdoor Lighting: Pursuant to both Section 2-204.C. and 2-1003.G. all outdoor lighting for off-street parking spaces shall be automatically switched to turn off at 9:00p.m. However the applicant has applied for a Comprehensive Infill Redevelopment Project and Residential Infill Project to seek relief from this requirement. The applicant has requested that the outdoor lighting remain on from dusk to dawn, as this is a 24-hour, seven-day retail use. This request is necessitated for the safety of customers frequenting the business after 9:00 p.m. The applicant has submitted a photometric light plan showing low levels of light output on the residential property. Additionally, "House Side" shields on the east side of the light fixtures are proposed at a 45-degree angle facing the residential property. Further, the photometric plan does not compensate for the proposed shields, thus foot-candle output levels will be even lower than what is depicted on the light plan. Minimum Off-Street Parkin: Pursuant to Section 2-703 of the Community Development Code, the minimum off-street parking spaces required for Automobile Service Stations within the Commercial (C) District is five per 1000 square feet of gross floor area. Based upon the above, the proposed 3030 square foot building will require 16 parking spaces and has provided for 18. Solid Waste Containers and Mechanical Equipment: Pursuant to Section 3-201.D.1 of the Community Development Code, all solid waste containers, recycling or trash handling areas and outside mechanical equipment shall be completely screened from view from public streets and abutting properties by a fence, gate, wall, mounds of earth, or vegetation. The proposal includes the provision of a dumpster enclosure Staff Report - Community Development Board - April 17, 2007 - Case FLD2006-10058A - Page 3 located in the northeast corner of the parking lot. The enclosure consists of six-foot high concrete block side and rear walls and six-foot high swing gates. The mechanical equipment will be located on the roof completely screened from public streets and abutting properties. Utilities: Pursuant to Section 3-911 of the Community Development Code, for development that does not involve a subdivision, all utilities including individual distribution lines shall be installed underground unless such under-grounding is not practicable. It is therefore attached as a condition of approval that all on-site utility facilities, whether they be existing or proposed, are to be placed underground as part of the redevelopment of the site. Si ng_age: The applicant has included plans depicting signage with this development proposal. However, these plans are for informational purposes only and the review/approval of said plans shall be accommodated through the sign permit and/or Comprehensive Sign approval processes as necessary. Subsequent to the issuance of the Development Order requiring the removal of the billboard. City Lggai Staff concluded that there would be risk in implementing this condition as written. It was concluded that the City's condition not allowing building permits to be issued unless billboard removal occurs could trigger a claim by Clear Channel under Section 70.20 which requires paying just compensation for such removal. Landscaping: The proposed landscape has exceeded all requirements of Section 3-1202 of the Community Development Code. There are over 700 shrubs, 1000 groundcover plants, 80 trees and 14 palms on the proposed plan. The plan proposes generous tiered landscape buffers including the corner of Belcher Road and Drew Street where the buffer is up to 40 feet wide. The buffer and retention pond on the north along Norman Drive provide many areas of over 50 feet in depth of green space before the pavement begins. Generous amounts of space have been devoted to foundation landscaping and interior landscape requirements also. Code Enforcement Analysis: There are no outstanding enforcement issues associated with this site. Staff Report - Community Development Board - April 17, 2007 - Case FLD2006-10058A - Page 4 • • COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards and criteria as per Tables 2-701.1 and 2-704 for the Commercial District, Tables 2-1001.1 and 2-1004 for the Office District and Tables 2-201.1 and 2-204 for the Low Medium Density Residential District of the Community Development Code: Standard Proposed Consistent Inconsistent F.A.R. Office: N/A N/A LMDR: N/A N/A Com C : 0.55 0.14 X I.S.R. Office: 0.75 N/A LMDR: 0.65 N/A Com(C : 0.95 0.62 (all three districts) X Lot Area Office: 3,500 square feet 9,000 square feet x LMDR: N/A N/A Com C : 10,000 square feet 16,800 square feet x Lot Width Office: 50 feet 90 feet x LMDR: N/A N/A Com C : 100 feet 140 feet x Height Office: N/A X LMDR: N/A 20 feet 10 inches Com C : 25 feet Setbacks Front: 25 feet North 36.6 feet (to x (Office) pavement) Front: 25 feet West 18 feet (to X' pavement) Setbacks Front: 25 feet North 53 feet (to x (LMDR) pavement) Side: 10 feet East 11.5 feet (to x pavement) Setbacks Front: 25 feet South 15 feet (to air X' (Commercial) vacuum pad) Front: 25 feet West 15 feet (to X' pavement) Side: 10 feet East 10 feet (to x sidewalk) Side: 10 feet North 6 feet (to X' sidewalk) Parking Spaces Automobile Service Station -5.0 spaces 18 parking spaces x per 1,000 SF GFA (16 spaces) ' - See the analysis above for discussion regarding setback reductions for further information. Staff Report - Community Development Board - April 17, 2007 - Case FLD2006-10058A - Page 5 ® • COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per Section 2-1004.13 of the Community Development Code (Comprehensive Infill Redevelopment Project): Consistent Inconsistent 1. The development or redevelopment is otherwise impractical without deviations X from the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and X policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly X development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the X proposed development 5. The proposed use shall otherwise be permitted by the underlying future land X use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum stan- dard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; C. The development proposal accommodates the expansion or redevelop- ment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preserva- tion of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off-street X parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; C. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ? Changes in horizontal building planes; ? Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ? Variety in materials, colors and textures; ? Distinctive fenestration patterns; ? Building stepbacks; and ? Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Staff Report - Community Development Board - April 17, 2007 - Case FLD2006-10058A - Page 6 0 • The following table depicts the consistency of the development proposal with the Flexibility criteria as per Section 2-204.E of the Community Development Code (Residential Infill Project): Consistent Inconsistent 1. The development or redevelopment of the parcel proposed for development is X otherwise impractical without deviations from one or more of the following: intensity or other development standards. 2. The development of the parcel proposed for development as a residential infill X project will not material] reduce the fair market value of abutting properties. 3. The uses within the residential infill project are otherwise permitted in the X district. 4. The uses within the residential infill project are compatible with adjacent land X uses. 5. The development of the parcel proposed for development as a residential infill X project will upgrade the immediate vicinity of the parcel proposed for devel- opment. 6. The design of the proposed residential infill project creates a form and function X which enhances the community character of the immediate vicinity of the par- cel proposed for development and the City of Clearwater as a whole. 7. Flexibility in regard to lot width, required setbacks, height, off-street parking, X access or other development standards are justified by the benefits to commu- nity character and the immediate vicinity of the parcel proposed for develop- ment and the City of Clearwater as a whole. COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per Section 3-913 of the Community Development Code: Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. Staff Report - Community Development Board - April 17, 2007 - Case FLD2006-10058A - Page 7 SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of December 7, 2006, and deemed the development proposal to be sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact: 1. That the 1.09-acre subject property is located at the northeast corner of Belcher Road and Drew Street; 2. That the 0.206-acre northwest portion of the overall property is located within the Office (O) District and the Residential/Office General (R/OG) Future Land Use Plan category; 3. That the 0.172-acre northwest portion of the overall property is currently located within unincorpo- rated Pinellas County, is being annexed into the City of Clearwater and is being assigned the Low Medium Density Residential (LMDR) District and the Residential Low (RL) Future Land Use Plan category (see ANX2006-10039, item F1 on this January 16, 2007, CDB agenda); 4. That the 0.713-acre southern portion of overall property is currently located within unincorporated Pinellas County, is being annexed into the City of Clearwater and is being assigned the Commercial (C) District and the Commercial General (CG) Future Land Use Plan category (see ANX2006-10039, item F1 on this January 16, 2007, CDB, agenda); 5. That the proposal includes the construction of a 3,030 square-foot, one-story convenience store and fuel pumps within the Commercial (C) District, with associated nonresidential off-street parking lots and retention areas on the northeast and northwest portions of the site within the within the Low Medium Density Residential (LMDR) District and Office (O) District respectively; 6. That reductions to setbacks to pavement are proposed as part of the automobile service station development; 7. That the proposed installation of a six-foot high wall with landscaping on the external side adjacent to existing detached dwellings will provide increased screening and buffering to the detached dwellings; 8. That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts; and 9. That there are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Tables 2-701.1 and 2-704 for the Commercial District, Tables 2-1001.1 and 2-1004 for the Office District and Tables 2-201.1 and 2-204 for the LMDR District of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Sections 2-1004.B and 2-204.E of the Community Development Code; and 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3-913 of the Community Development Code. Staff Report - Community Development Board - April 17, 2007 - Case FLD2006-10058A - Page 8 a • Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development application (1) to permit an automobile service station in the Commercial (C) District contiguous to a parcel of land zoned residential with a reduction to the front (south) setback from 25 feet to 15 feet (to air/vacuum pad), reductions to the front (west) setback from 25 feet to 15 feet (to pavement), reductions to the side (north) setback from 10 feet to six feet (to sidewalk), and to permit off-street parking in the Office (O) District with outdoor lighting remaining on from dusk to dawn with a reduction to the front (west) setback from 25 feet to 18 feet as a Comprehensive Infill Redevelopment Program under the provisions of Section 2-704.C; (2) to permit nonresidential off-street parking in the Low Medium Density Residential (LMDR) District with outdoor lighting remaining on from dusk to dawn as Residential Infill Project, under the provisions of Section 2-204.E; (3) to permit a wall six feet high in the front setback in the Office (O) District as a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.B; (4) to permit a wall six feet high in the front setback in the Low Medium Density Residential (LMDR) District as a Residential Infill Project under the provisions of Section 2-204.E; and (5) To delete a condition of approval (#8 on Development Order o January 29, 2007). Condition # 8 reads "That the existing billboard be removed prior to the issuance of any permits ". for the property located at 205 and 213 North Belcher Road, 2212-2216 Drew Street and 2205 Norman Drive, with the following conditions: Conditions of Approval: 1. That approval of this application is subject to the annexation of the site under Case No. ANX2006- 10039; 2. That a Unity of Title be recorded in the public records prior to the issuance of any permits; 3. That the final design of the building must be consistent with the conceptual elevations submitted to (or as modified by) the CDB, and be approved by Staff, 4. That all colors proposed for the building and wall be approved by Staff prior to issuance of any permits; 5. That any future freestanding sign be a monument-style sign a maximum six feet in height, unless part of a Comprehensive Sign Program, designed to match the exterior materials and color of the build- ing; 6. That a six-foot high wall with a lintel footer system be installed along the east and north property lines; 7. That this use not engage in lubricating service, minor repairs or vehicle service; 8. That a Right-of Way permit be issued by Pinellas County to install landscaping in their right of way; 9. That all landscaping, including foundation and interior requirements be installed per the plan submitted to (or as modified by) the CDB, and be approved by Staff, 10. That all outdoor lighting have shields to eliminate glare and light intrusion onto adjacent properties and rights-of-way; 11. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right(s)-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the com- mencement of work; and Staff Report - Community Development Board - April 17, 2007 - Case FLD2006-10058A - Page 9 • 12. That the site function as previously approved and no substantial changes occur with the site plan with respect to the billboard remaining. Prepared by: Planning Department Staff: X, C A. Scott Kurleman, Planner ATTACHMENTS: Aerial Photograph of Site and Vicinity Location Map Zoning Atlas Map Photos Resume S:IPlanningDepartmentlCDBIFLEX(FLD)IInactiveorFinished ApplicationslBelcherN02057Eleven(C,O,LMDR) SK Approved 1205 Belcher 7- Eleven Staff Report for delted condition.doc Staff Report - Community Development Board - April 17, 2007 - Case FLD2006-10058A - Page 10 Resume • A. Scott Kurleman 100 South Myrtle Avenue Clearwater, FL 33756 727-562-4567 x2504 scott.kurleman(i? myclearwater.com PROFESSIONAL EXPERIENCE • Planner II City of Clearwater June 2005 to present Regulate growth and development of the City in accordance with land resource ordinances and regulations related to community development. Landscape plan review including: conceptual, variance, and conditional use. Reviews and analyzes site plans and conducts field studies to determine the integrity of development plans and their compatibility with surroundings. Interdepartmental and zoning assistance. Respond as a City representative to citizens, City officials, and businesses concerning ordinances and regulations. Make recommendations and presentations at staff level at various review committees, boards, and meetings. • Land Resource Specialist City of Clearwater June 1996 to June 2005 Coordinates with City Legal Department to initiate legal proceedings for non-compliance with City land resource regulations. Landscape re-inspection program. Plans and directs program to ensure that plant material installed per the approved landscape plan remains in a healthy growing condition in perpetuity and restores deficient landscaped with new plant material. Certificate of Occupancy Inspection. Perform inspections with contractors, owners, and City departments to monitor the installation of required landscape material per an approved site plan. Process tree permits ensuring that regulations governing the removal criteria are followed. Provide technical tree evaluations for structural defects, hazards, proper pruning, and identification for trees on public and private properties. • Account Manager Cherry Lake Farms, IMG Enterprise, Inc. 1993 - 1996 Groveland, FL Supervised and managed existing territory accounts, while handling a strategic marketing plan. Planned and directed in-field inspection program for landscape architects, municipalities and private corporations. Prepared technical training modules for corporate employees and customers regarding arboricultural techniques related to trees. • Licensed Marketing Representative Allstate Insurance Company 1991-1993 Clearwater, FL Field inspections of insured structures. Policy service and account maintenance. i • Store Manager William Natorp company, Inc. 1983 -1991 Cincinnati, OH Managed a team of 20 sales people and sales associates in a landscape center. Responsible for teams of employees including but not limited to payroll, budgeting, sales, store and equipment maintenance, workplace safety, and advertising. Managed outdoor staff, merchandised and cared for all outdoor products. Responsible for all indoor staff and horticultural products. EDUCATION MBA- Masters of Business Administration, ST. LEO UNIVERSITY, ST. LEO, FLORIDA. Currently pursuing. BA in Business Administration, ST. LEO UNIVERSITY, ST. LEO, FLORIDA. Graduated July, 2002 Cum Laude. Major: Management AA in Business Administration, ST. PETERSBURG COLLEGE, FLORIDA. Graduated 1998. Major: Management. AS in Ornamental Horticulture, OHIO STATE UNIVERSITY, WOOSTER, Graduated 1984 Cum Laude. Major: Horticulture Technology with emphasis in Arboriculture. ISA, International Society of Arboriculture, Certified Arborist, FL-0414. C? FLD2006-10058A 205 N. Belcher Road 4/17/2007 • Existing Used Car Sales Lot. (Vehicle Sales and Displays) Existing Car Sales Lot A? ith a zero front setback. Street scene looking south on Belcher Road. 0 Existing billboard on site. Existing billboard on site. Subject site at the northeast corner of Drew Street and Belcher Road. Subject site al the norlheast corner of Drew Street and Belcher Road. 2 • • Kr?? ,•,:? ?,y ? j FLINT LDCK wpG l +:: ': :.? r?: '. •' .•: . '' ":'•": .... •::•. •:• GRAND AVE WEAVER PARK DR «' . ...L .. ? • • ? • 0 B ..- .R. 550 Lor.;ero%V.Y DE ST 5 a.? li0.?RLi.AZNA G MCKIJLEY p Y. ,?... •.> 'r`.t ?aJw Z .......: ,. .:r +Po??q:!CW0 'A4 'N+' • ' :. ?O . ? ?: •W :;'{' RSITY OR SHARKEY` 'IEa. 7M1.:: ..•.: 4 Y...? - RD ', ftRAG?.;:: 'qR;:; :li; ".•::": :.' :;;' .;E', tU .`•'.:PL:? :,:. TiAlJJGER.'.; OLt ..:.;. ''": ?' rye' ;NpRwaN.:': .'•!+R•... .;: •:'.:.... DR EW ST - C.R. DREW ST F1 F 1- PROJECT SITE Q 4 ; :: • ::. ! .. nK?FOCD T CLE VE LAND BT D . : CU ; ? o .. . ' .•....°. t . v r ? G s : • ?iS57i ARO:: `. o ? ? < ? ? ? a i O ? 0 O DR C Q uu C = U ? e 4 U ? ? < E:ll Lw . ; ?? NASH SL ST WHITMAN ST < <? Q IYMI? CHAUCER ST o CHAUCER ST SHELLEY ST LL SHELLEY ST ` TO BAY B LVD- SR. 60 G ULF T O BAY BLVD S Q ROGRS DO T mer CNd PaM yli Q I.-D DR 2 SDRWDLIR 00 RD ?. .? g J O ::? m ?a : 0 :'::?' [. •: ,:, G Location Map Owner: Alice H. Nisk 8t Ronald P. Nisk, As Trustees of the AliceH. & Ronald P. Nisk Trust, dated 11/26/91 Case: FLD2006-10058A Sites: 2212, 2214, & 2212 Drew Street, 205 & 213 N Belcher Avenue 8L 2205 Norman Drive Property Size Acres : 1.09 Atlas Page: 281 A PINS: 07-29-16-90126-004-0010 07-29-16-90126-004-0290 07-29-16-00000-330-1200 07-29-16-90126-004-0020 07-29-16-90126-004-0300 S:\Plonning Department\C D B\FLEX (FLD) \Inactive or Finished Applications\Belcher N 0205 7 Eleven (C,O,LMDR) SK Approved\maps\location.doc • 0 ow 'LG I: V ' -? 1 P z - 4 J ? p LIN • i y w gof ,4 f oil 1 ?- A VNE--1111 S7, 'r 'W -' I roo 4W d=W 0 ?11'1 =?! ? ! 1 y 'r ?' mss' ??` " ?`''' 1•? • TIM, amid Aerial Map Owner. Alice H. Nisk & Ronald P. Nisk, As Trustees of Case: FLD2006-10058A the AliceH. & Ronald P. Nisk Trust, dated 11/26/91 Sites: 2212, 2214, & 2212 Drew Street, 205 & 213N Property Norman Drive Belcher Avenue & 2205 Size(Acres): 1.09 . _ Atlas Page: 281 A _ PINS: 07-29-16-90126-004-0010 07-29-16-90126-004-0290 07-29-16-00000-330-1200 07-29-16-90126-004-0020 07-29-16-90126-004-0300 S:\Planning Department\C D B\FLEX (FLD)\Inactive or Finished Applications\Belcher N 0205 7 Eleven (C,O,LMDR) SK Approved\maps\aerial amended condition.doc 0 • :.....: 0 :. ::Ir[; :: : 31 i?:: ;:: :;.air?:•`i '.:+n:::; ': :::•r:: ........... . ? 30 :::;:?::':•?: 3'•:•. .; 3,- ..:•.4... .,:5:.' :::fe`..;::- ::`F'::: '.::8::?`.•..'?3'?:•.:::,16'`::•:':a7???1:;: ::?:• ? u ? . _ .. ......:- -399::: •'• . . ?::•:.f::::.::7.:: . ' . • ' : ;1 : • ' I k y ?Z : :' : " : ?4F M: ' 1M .,••: V. .: .. . .. :. .:•".•:':. . :.:... ! Y' ? ? :,.W:....•N..: l `.N::: r :' ".. . ; i ; . : .;..:• :'N'::{ d •. •. . .:'•:: :?::`:::?:':•:? ? •:'N::? :: ::::;.. ':' •:•::: :'•::?' ? :.:.- :::•.;:::•?:::' .:::....:..:::•-:..:...........::::..-. ?.- •:...:-.:.,.......; ,...:: 5?.:.;: :01 ';x.10:•::.:'.. Ott:.:.:':i2::: ?:•.. . . . . . Irv ?•.:':::.?::::,:::?.::.. ;::'°. .:: i'?:-:•:.: .'::•`': •!i?-.-. ;::•:.:: ::..:.:;'.;:.::::..7Z;k.•.:.::':'..:':::.N::'::':::nF'.ii;kr:::.:n:::::': :"R•::-::!Qr•.::..':~i`: •? :?N:: ::: :14.i?. ?: >?1 `.:.":':. 13 % 2113 ` ' ::•;:::-: ' '? :ti . ::: 28 1 V 1 26 ' J • • ' 25 24 1 22 .: . : : : :::,.:::':':.:'•.:::'. \ ?\ s .?. •:. •.•. .. l• ? v .'•ut`?.::•. ::"•'••"?: :.?G: c I 1 23 ce .o- 1 121 1 20 so so C ? DREW ST m m P N P N N N P Cm N N 50 125 11!01 O 27N1 W 1.01 Ac(c) ztina 2 1 1.81 Ac1q W nroz m 1 172 Z so 1. ED 1vo< 11A3 7.5 A c ic) 2 1 60 129 2.44 Ac Existing Map Owner. Alice H. Nisk & Ronald P. Nisk, As Trustees of Case: FLD2006-10058A the AliceH. & Ronald P. Nisk Trust, dated 11/26/91 Sites: 2212, 2214, & 2212 Drew Street, 205 & 213 N Property Belcher Avenue & 2205 Norman Drive Size Acres : 1.09 Atlas Page: 281 A PINS: 07-29-16-90126-004-0010 07-29-16-90126-004-0290 07-29-16-00000-330-1200 07-29-16-90126-004-0020 07-29-16-90126-004-0300 S:\Planning Department\C D BVLEX (FLD) Vnactive or finished Applications\Belcher N 0205 7 Eleven (C,O,LMDR) SK Approved\maps\existing.doc CITY OF CLEARWATER PLANNING DEPARTMENT ?':'---• ''4?.?? ?? Posr Orrfcr Box 4748, CLf ARWA"rfat Frownn 33758-4748 •' ?? ?'? f MUNICIPAL. Seavlcrs BiALDINC, 100 Sou"rf-I Mvfnl.i: AvENUE, CLrnftWn"reft, Ff.oftfnn 33756 'I'f?LITHONP. (727) 562-4567 Fnx (727) 562-4865 LoN( AAT ,d: PLANNING Drvfa.of?Mi:?"r ??.vn:w January 29, 2007 Mr. Ed Armstrong III, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P.O. Box 1368 Clearwater, FL 33757-1368 RE: Development Order - Case FLD2006-10058 205 Belcher Road Dear Mr. Armstrong: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On January 16, 2007, the Community Development Board reviewed your request for Flexible Development approval (1) to permit an automobile service station in the Commercial (C) District contiguous to a parcel of land zoned residential with a reduction to the front (south) setback from 25 feet to 15 feet (to air/vacuum pad), reductions to the front (west) setback from 25 feet to 15 feet (to pavement), reductions to the side (north) setback from 10 feet to six feet (to sidewalk), and to permit off- street parking in the Office (O) District with outdoor lighting remaining on from dusk to dawn with a reduction to the front (west) setback from 25 feet to 18 feet as a Comprehensive Infill Redevelopment Program under the provisions of Section 2-704.C; (2) to permit nonresidential off-street parking in the Low Medium Density Residential (LMDR) District with outdoor lighting remaining on from dusk to dawn as Residential Infill Project, under the provisions of Section 2-204.E; (3) to permit a wall six feet high in the front setback in-the Office (O) District as a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.B.and (4) to permit a wall six feet high in the front setback in the Low Medium Density Residential (LMDR) District as a Residential Infill Project under the provisions of Section 2-204.E. The Community Development Board (CDB) APPROVED the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. That the 1.09-acre subject property is located at the northeast corner of Belcher Road and Drew Street; 2. That the 0.206-acre northwest portion of the overall property is located within the Office (O) District and the Residential/Office General (R/OG) Future Land Use Plan category; 3. That the 0.172-acre northeast portion of the overall property is currently located within unincorporated Pinellas County, is being annexed into the City of Clearwater and is being assigned the Low Medium Density Residential (LMDR) District and the Residential Low (RL) Future Land Use Plan category (see ANX2006-10039, item F1 on the January 16, 2007, CDB agenda); 4. That the 0.713-acre southern portion of overall property is currently located within unincorporated Pinellas County, is being annexed into the City of Clearwater and is being assigned the Commercial ?cnf? f)c,i::? , Cui c:n.>u:>naiu; IIO)-[ I I:UIII: 0N, (:ui Nc:n_wN11W: 13n.i. Jc,; tic, , Cni: cai.w: Harr. ® CAN1,FN A. PHF..RSh:', (:nf NCHAII[AMER "I?rn:ni. P?\fi'H )) .\1FN1 A.ND Arrii mmi is Ac:rufx l:.MITO) Fl,,"' 0 0 (C) District and the Commercial General (CG) Future Land Use Plan category (see ANX2006-10039, item F1 on the January 16, 2007, CDB agenda); 5. That the proposal includes the construction of a 3,030 square-foot, one-story convenience store and fuel pumps within the Commercial (C) District, with associated nonresidential off-street parking lots and retention areas on the northeast and northwest portions of the site within the within the Low Medium Density Residential (LMDR) District and Office (O) District respectively; 6. That reductions to setbacks to pavement are proposed as part of the automobile service station development; 7. That the proposed installation of a six-foot high wall with landscaping on the external side adjacent to existing detached dwellings will provide increased screening and buffering to the detached dwellings; 8. That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts; and 9. That there are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Tables 2-701.1 and 2-704 for the Commercial District, Tables 2-1001.1 and 2-1004 for the Office District and Tables 2-201.1 and 2-204 for the LMDR District of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Sections 2-1004.B and 2-204.E of the Community Development Code; and 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3-913 of the Community Development Code. Conditions of Approval: 1. That approval of this application is subject to the annexation of the site under Case No. ANX2006- 10039; 2. That a Unity of Title be recorded in the public records prior to the issuance of any permits; 3. That the final design of the building must be consistent with the conceptual elevations submitted to (or as modified by) the CDB, and be approved by Staff, 4. That all colors proposed for the building and wall be approved by Staff prior to issuance of any permits; 5. That any future freestanding sign be a monument-style sign a maximum six feet in height, unless part of a Comprehensive Sign Program, designed to match the exterior materials and color of the building; 6. That a six-foot high wall with a lintel footer system be installed along the east and north property lines; 7. That this use not engage in lubricating service, min6r repairs or vehicle service; 8. That the existing billboard be removed prior to the issuance of any permits; 9. That a Right-of Way permit be issued by Pinellas County to install landscaping in their right of way; 10. That all landscaping, including foundation and interior requirements be installed per the plan submitted to (or as modified by) the CDB, and be approved by Staff, 11. That all outdoor lighting have shields to eliminate glare and light intrusion onto adjacent properties and rights-of-way; and 12. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right(s)-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected 0 E utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (January 16, 2008). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building pennit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.13 by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on January 30, 2007 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call A. Scott Kurleman, Planner H, at 727-562- 4567x2504. You can access zoning information for parcels within the City through our website: www.myclearwater.com/gov/depts/plannin g. Sincerely, Michael e ICP Planning Director S: IPlanning DepartmentlC D BIFLEX (FLD)IPending caseslReviewed and PendinglBelcher Rd 205 7 Eleven (C,O,LMDR) 1.16.2007 CDB- SKIBelcher Road 205 Development Order 1.29.07.doc e- CDB Meeting Date: January 16, 2007 Case Number: FLD2006-10058 Agenda Item: E5 Owner/Applicant: Alice H. Nisk Revocable Trust dated 11/26/91 Representative: Johnson, Pope, Bokor, Ruppel & Burns LLP. Address: 205 & 213 North Belcher Road, 2212-2216 Drew Street & 2205 Norman Drive CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: 1 REQUEST: Flexible Development approval (1) to permit an automobile service station in the Commercial (C) District contiguous to a parcel of land zoned residential with a reduction to the front (south) setback from 25 feet to 15 feet (to air/vacuum pad), reductions to the front (west) setback from 25 feet to 15 feet (to pavement), reductions to the side (north) setback from 10 feet to six feet (to sidewalk), and to permit off-street parking in the Office (O) District with outdoor lighting remaining on from dusk to dawn with a reduction to the front (west) setback from 25 feet to 18 -feet as a Comprehensive Infill Redevelopment Program under the provisions of Section 2-704.C; (2) to permit nonresidential off-street parking in the Low Medium Density Residential (LMDR) District with outdoor lighting remaining on from dusk to dawn as Residential Infill Project, under the provisions of Section 2-204.E; (3) to permit a wall six feet high in the front setback in the Office (O) District as a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.B.and (4) to permit a wall six feet high in the front setback in the Low Medium Density Residential (LMDR) District as a Residential Infill Project under the provisions of Section 2-204.E. (Related to ANX2006-10039). EXISTING ZONING/ O, Office; C2; R4 LAND USE: ROG, Residential/Office General; CG, Commercial General; RL, Residential Low. PROPERTY SIZE: 1.09 acres; 47,589 square feet PROPERTY USE: Existing Use: Office, Vehicle Sales and Display & Residential Proposed Use: Automobile Service Station ADJACENT ZONING/ LAND USES: North: Residential 4/ Single Family and Duplex West: Commercial District/ Office East: Office/ Medical Office South: Office/ School CHARACTER OF THE IMMEDIATE VICINITY: Offices, Automobile Service Station and Residential uses dominate the immediate vicinity. Staff Report - Community Development Board - January 16, 2007 - Case FLD2006-10058 - Page 1 Y r1' i ANALYSIS: Site Location and Existing Conditions: The 1.09-acre site is located at the northeast corner of Belcher Road and Drew Street. Both Belcher Road and Drew Street are heavily traveled roadways. The southeast corner of Belcher Road and Drew Street is developed with school/office facilities (Skycrest Christian School), the southwest corner is developed with an Automobile Service Station (Hess) and the northwest corner is developed with a Medical Office (Florida Dental Centers). The subject site at the northeast corner of Belcher Road and Drew Street currently has a used car sales lot, a vacant office building, and a duplex present. The parcels zoned C 2 and R 4 are currently located in unincorporated Clearwater. Additionally there is a billboard on the site. Development Proposal: The proposal is for an Automobile Service Station (7 Eleven). This proposal is related to ANX2006-10039. Upon the annexation, the site will have (C) Commercial, (LMDR) Low Medium Density Residential and the existing (O) Office zoning. The (LMDR) parcel will contain three off-street parking spaces and stormwater facilities, the (O) Office parcel will also contain three off-street parking spaces and stormwater facilities and the (C) Commercial parcel will contain the Automobile Service Station. The proposal includes a single story 3030 square foot convenience store with a height of 20 feet 10 inches where 25 feet is the maximum height allowed. The building will be located on the eastern portion of the parcel; with two primary facades one facing Belcher Road and the other facing Drew Street. Flexibility Criteria: Pursuant to Section 2-703.D. Lof the Community Development Code parcels proposed for development as an Automobile Service Station may not be contiguous to a parcel of land designated as residential in the zoning atlas. However, as a Comprehensive Infill Redevelopment Project, one may seek relief from this requirement. While the site will be contiguous to a residentially zoned parcel at the extreme northeast corner, it will be buffered with a six foot high masonry wall and very heavily landscaped. Currently there is no wall or landscape buffering the existing used car lot from the residential properties. In addition Section 2-703.D.1 precludes overnight, outdoor storage of automobiles. The proposed use will involve fuel sales and retail sales of convenience items only. Further only two service bays may front on a public street. There are no service bays proposed with this development. Per Section 8-102 of the Community Development Code an automobile service station may also include facilities for lubricating, minor vehicle repairs and vehicle service. These uses perhaps were the drive for the condition that automobile service stations not be contiguous to residential property; therefore, as a condition of approval this facility may not provide lubricating, minor vehicle repairs or vehicle service. Setbacks: The proposal includes a reduction to the front (south) setback on Drew Street from 25 feet to 15 feet to the air and vacuum pad. The parking lot itself (south side) will be located from 16.3 feet to 20 feet from the property line. Additionally there is a request to reduce the front (west) setback on Belcher Road from 25 feet to 15 feet to the parking lot. Further, there is a request to reduce the side (north) setback from 10 feet to six feet to a sidewalk. The last setback request is to reduce the front (west) setback for the off-street parking lot in the Office (O) District from 25 feet to 18 feet. The entire width of all the reduced setbacks will be he heavily landscaped with a tiered effect. Both Section 2-703 and 2- 1003 permit the front setback to be reduced to 15 feet for parking lots provided the land area is not sufficient to accommodate the full setback requirement and the reduction results in an improved design and appearance and landscaping is in excess of the minimum required. Absent these reduced front setbacks to the parking lot, the drive aisle widths would not meet code requirements and the reductions have resulted in an improved design and appearance by the addition of unique fenestration, changes in the horizontal building planes, and details such cornices, stringcourses and awnings. The proposed interior landscaping exceeds the requirements by 50% and the tree requirement is exceeded by 100%. Staff Report - Community Development Board - January 16, 2007 - Case FLD2006-10058 - Page 2 o The request to reduce the side (north) setback from 10 feet to six feet is for a sidewalk to be used by employees to access the rear service door. The structure itself will meet the required 10 feet setback. Non-Residential Off-Street Parking: Pursuant to Section 2-204.C. of the Community Development Code. the parcel proposed for off-street parking must be contiguous to the parcel for the non-residential use, Automobile Service Station, which will be served by the off-street parking spaces. The LMDR parcel is contiguous to Commercial parcel. In addition, the LMDR parcel must have a common boundary of at least 25 feet. The LMDR parcel has a common boundary of 56 feet on the south and 102 feet on the west. Further, no off-street parking spaces are located in the required front setback for detached dwellings in the LMDR district or within ten feet, whichever is greater, or within ten feet of a side or rear lot line. The required front setback for detached dwellings in the LMDR District is 25 feet. The proposed parking spaces begin at 53 feet in the front and 16 feet on the side. Additionally, the off-street parking spaces shall be screened by a wall or fence of at least three feet in height and is landscaped on the external side with a continuous hedge or non-deciduous vine. The off- street parking is screened by a wall of six feet in height that is architecturally compatible and complimentary to the principal structure and is landscaped on the external side with a continuous viburnum hedge. Lastly all parking spaces are required to be surface parking. All parking spaces are surface parking. Off-Street Parking: Pursuant to Section 2-1003.G. of the Community Development Code all off-street parking spaces on the Office parcel shall be screened from residentially zoned or used properties by a wall or fence of at least four feet in height and landscaped on the external side with a continuous hedge or non-deciduous vine. As proposed the off-street parking spaces are screened from the residentially zoned and used properties by a wall of six feet in height that is architecturally compatible and complimentary to the principal structure and is landscaped on the external side with a continuous hedge in a landscape buffer of over 14 feet in width. Additionally, all access and necessary stacking space shall be based on the size and design of the parking lot as determined by the Community Development Coordinator. All access and stacking requirements have been met. Further, all parking spaces are required to be surface parking. All parking spaces are surface parking. Outdoor Lighting: Pursuant to both Section 2-204.C. and 2-1003.G. all outdoor lighting for off-street parking spaces shall be automatically switched to turn off at 9:00p.m. However the applicant has applied for a Comprehensive Infill Redevelopment Project and Residential Infill Project to seek relief from this requirement. The applicant has requested that the outdoor lighting remain on from dusk to dawn, as this is a 24-hour, seven-day retail use. This request is necessitated for the safety of customers frequenting the business after 9:00 p.m. The applicant has submitted a photometric light plan showing low levels of light output on the residential property. Additionally, "House Side" shields on the east side of the light fixtures are proposed at a 45-degree angle facing the residential property. Further, the photometric plan does not compensate for the proposed shields, thus foot-candle output levels will be even lower than what is depicted on the light plan. Minimum Off-Street Parking: Pursuant to Section 2-703 of the Community Development Code, the minimum off-street parking spaces required for Automobile Service Stations within the Commercial (C) District is five per 1000 square feet of gross floor area. Based upon the above, the proposed 3030 square foot building will require 16 parking spaces and has provided for 18. Solid Waste Containers and Mechanical Equipment: Pursuant to Section 3-201.D.1 of the Community Development Code, all solid waste containers, recycling or trash handling areas and outside mechanical equipment shall be completely screened from view from public streets and abutting properties by a fence, gate, wall, mounds of earth, or vegetation. The proposal includes the provision of a dumpster enclosure located in the northeast corner of the parking lot. The enclosure consists of six-foot high concrete block Staff Report - Community Development Board - January 16, 2007 - Case FLD2006-10058 - Page 3 • • side and rear walls and six-foot high swing gates. The mechanical equipment will be located on the roof completely screened from public streets and abutting properties. Utilities: Pursuant to Section 3-911 of the Community Development Code, for development that does not involve a subdivision, all utilities including individual distribution lines shall be installed underground unless such under-grounding is not practicable. It is therefore attached as a condition of approval that all on-site utility facilities, whether they be existing or proposed, are to be placed underground as part of the redevelopment of the site. Si ng age: The applicant has included plans depicting signage with this development proposal. However, these plans are for informational purposes only and the review/approval of said plans shall be accommodated through the sign permit and/or Comprehensive Sign approval processes as necessary. Landscaping; The proposed landscape has exceeded all requirements of Section 3-1202 of the Community Development Code. There are over 700 shrubs, 1000 groundcover plants, 80 trees and 14 palms on the proposed plan. The plan proposes generous tiered landscape buffers including the corner of Belcher Road and Drew Street where the buffer is up to 40 feet wide. The buffer and retention pond on the north along Norman Drive provide many areas of over 50 feet in depth of green space before the pavement begins. Generous amounts of space have been devoted to foundation landscaping and interior landscape requirements also. Code Enforcement Analysis: There are no outstanding enforcement issues associated with this site. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards and criteria as per Tables 2-701.1 and 2-704 for the Commercial District, Tables 2-1001.1 and 2-1004 for the Office District and Tables 2-201.1 and 2-204 for the Low Medium Density Residential District of the Community Development Code: Staff Report - Community Development Board - January 16, 2007 - Case FLD2006-10058 - Page ,4 • Standard Proposed Consistent Inconsistent F.A.R. Office: N/A N/A LMDR: N/A N/A Com C : 0.55 0.14 X I.S.R. Office: 0.75 N/A LMDR: 0.65 N/A Com C): 0.95 0.62 (all three districts) X Lot Area Office: 3,500 square feet 9,000 square feet x LMDR: N/A N/A Com C : 10,000 square feet 16,800 square feet x Lot Width Office: 50 feet 90 feet x LMDR: N/A N/A Com(C : 100 feet 140 feet x Height Office: N/A X LMDR: N/A 20 feet 10 inches Com(C : 25 feet Setbacks Front: 25 feet North 36.6 feet (to x (Office) pavement) Front: 25 feet West 18 feet (to X' pavement) Setbacks Front: 25 feet North 53 feet (to x (LMDR) pavement) Side: 10 feet East 11.5 feet (to x pavement) Setbacks Front: 25 feet South 15 feet (to air X' (Commercial) vacuum pad) Front: 25 feet West 15 feet (to X1 pavement) Side: 10 feet East 10 feet (to x sidewalk) Side: 10 feet North 6 feet (to X' sidewalk) Parking Spaces Automobile Service Station -5.0 spaces 18 parking spaces x per 1,000 SF GFA (16 spaces) 1 - See the analysis above for discussion regarding setback reductions for further information. Staff Report - Community Development Board - January 16, 2007 - Case FLD2006-10058 - Page 5 • • COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per Section 2-10043 of the Community Development Code (Comprehensive Infill Redevelopment Project): Consistent Inconsistent 1. The development or redevelopment is otherwise impractical without deviations X from the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and X policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly X development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the X proposed development 5. The proposed use shall otherwise be permitted by the underlying future land X use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum stan- dard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelop- ment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preserva- tion of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off-street X parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ? Changes in horizontal building planes; ? Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ? Variety in materials, colors and textures; ? Distinctive fenestration patterns; ? Building stepbacks; and ? Distinctive roofs forms. C. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Staff Report - Community Development Board - January 16, 2007 - Case FLD2006-10058 - Page 6 • The following table depicts the consistency of the development proposal with the Flexibility criteria as per Section 2-204.E of the Community Development Code (Residential Infill Project): Consistent Inconsistent 1. The development or redevelopment of the parcel proposed for development is X otherwise impractical without deviations from one or more of the following: intensity or other development standards. 2. The development of the parcel proposed for development as a residential infill X project will not materially reduce the fair market value of abutting properties. 3. The uses within the residential infill project are otherwise permitted in the X district. 4. The uses within the residential infill project are compatible with adjacent land X uses. 5. The development of the parcel proposed for development as a residential infill X project will upgrade the immediate vicinity of the parcel proposed for devel- opment. 6. The design of the proposed residential infill project creates a form and function X which enhances the community character of the immediate vicinity of the par- cel proposed for development and the City of Clearwater as a whole. 7. Flexibility in regard to lot width, required setbacks, height, off-street parking, X access or other development standards are justified by the benefits to commu- nity character and the immediate vicinity of the parcel proposed for develop- ment and the City of Clearwater as a whole. COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per Section 3-913 of the Community Development Code: Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. Staff Report - Community Development Board - January 16, 2007 - Case FLD2006-10058 - Page 7 SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of December 7, 2006, and deemed the development proposal to be sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: Findings of Fact: 1. That the 1.09-acre subject property is located at the northeast corner of Belcher Road and Drew Street; 2. That the 0.206-acre northwest portion of the overall property is located within the Office (O) District and the Residential/Office General (R/OG) Future Land Use Plan category; ?k 3. That the 0.172-acre north es portion of the overall property is currently located within unincorpo- rated Pinellas County, is being annexed into the City of Clearwater and is being assigned the Low Medium Density Residential (LMDR) District and the Residential Low (RL) Future Land Use Plan category (see ANX2006-10039, item F1 on this January 16, 2007, CDB agenda); 4. That the 0.713-acre southern portion of overall property is currently located within unincorporated Pinellas County, is being annexed into the City of Clearwater and is being assigned the Commercial (C) District and the Commercial General (CG) Future Land Use Plan category (see ANX2006-10039, item F 1 on this January 16, 2007, CDB agenda); 5. That the proposal includes the construction of a 3,030 square-foot, one-story convenience store and fuel pumps within the Commercial (C) District, with associated nonresidential off-street parking lots and retention areas on the northeast and northwest portions of the site within the within the Low Medium Density Residential (LMDR) District and Office (O) District respectively; 6. That reductions to setbacks to pavement are proposed as part of the automobile service station development; 7. That the proposed installation of a six-foot high wall with landscaping on the external side adjacent to existing detached dwellings will provide increased screening and buffering to the detached dwellings; That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts; and That there are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Tables 2-701.1 and 2-704 for the Commercial District, Tables 2-1001.1 and 2-1004 for the Office District and Tables 2-201.1 and 2-204 for the LMDR District of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Sections 2-1004.B and 2-204.E of the Community Development Code; and 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3-913 of the Community Development Code. Staff Report - Community Development Board - January 16, 2007 - Case FLD2006-10058 - Page 8 Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development application (1) to permit an automobile service station in the Commercial (C) District contiguous to a parcel of land zoned residential with a reduction to the front (south) setback from 25 feet to 15 feet (to air/vacuum pad), reductions to the front (west) setback from 25 feet to 15 feet (to pavement), reductions to the side (north) setback from 10 feet to six feet (to sidewalk), and to permit off-street parking in the Office (O) District with outdoor lighting remaining on from dusk to dawn with a reduction to the front (west) setback from 25 feet to 18 feet as a Comprehensive Infill Redevelopment Program under the provisions of Section 2-704.C; (2) to permit nonresidential off-street parking in the Low Medium Density Residential (LMDR) District with outdoor lighting remaining on from dusk to dawn as Residential Infill Project, under the provisions of Section 2-204.E; (3) to permit a wall six feet high in the front setback in the Office (O) District as a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.B.and (4) to permit a wall six feet high in the front setback in the Low Medium Density Residential (LMDR) District as a Residential Infill Project under the provisions of Section 2-204.E, for the property located at 205 and 213 North Belcher Road, 2212-2216 Drew Street and 2205 Norman Drive, with the following conditions: Conditions of Approval: 1. That approval of this application is subject to the annexation of the site under Case No. ANX2006- 10039; 2. That a Unity of Title be recorded in the public records prior to the issuance of any permits; 3. That the final design of the building must be consistent with the conceptual elevations submitted to (or as modified by) the CDB, and be approved by Staff, 4. That all colors proposed for the building and wall be approved by Staff prior to issuance of any permits; 5. That any future freestanding sign be a monument-style sign a maximum six feet in height, unless part of a Comprehensive Sign Program, designed to match the exterior materials and color of the build- ing; 6. That a six-foot high wall with a lintel footer system be installed along the east and north property lines; 7. That this use not engage in lubricating service, minor repairs or vehicle service; 8. That the existing billboard be removed prior to the issuance of any permits; 9. That a Right-of Way permit be issued by Pinellas County to install landscaping in their right of way; 10. That all landscaping, including foundation and interior requirements be installed per the plan submitted to (or as modified by) the CDB, and be approved by Staff, 11. That all outdoor lighting have shields to eliminate glare and light intrusion onto adjacent properties and rights-of-way; and 12. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of existing utilities within the abutting right(s)-of-way shall be installed along the entire site's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and number of conduits with all affected utility providers (electric, phone, cable, etc.), with the exact location, size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the com- mencement of work. Staff Report - Community Development Board - January 16, 2007 - Case FLD2006-10058 - Page 9 • Prepared by: Planning Department Staff: A. Scott Kurleman, Planner ATTACHMENTS: Aerial Photograph of Site and Vicinity Location Map Future Land Use Map Zoning Atlas Map Resume S: IPlanning DepartmentlC D BIFLEX (FLD) (Pending casesS: IPlanning DepartmentlC D BIFLEX (FLD)IPending casesl Up for the next CDBIBelcher Rd 205 7 Eleven (C,O,LMDR) 1.162007 CDB- SKI205 Belcher 7- Eleven Staff Report.doc Staff Report - Community Development Board - January 16, 2007 - Case FLD2006-10058 - Page 10 0 Resume A. Scott Kurleman 100 South Myrtle Avenue Clearwater, FL 33756 727-562-4567 x2504 scott.kurleman(&myclearwater.com PROFESSIONAL EXPERIENCE • Planner II City of Clearwater • June 2005 to present Regulate growth and development of the City in accordance with land resource ordinances and regulations related to community development. Landscape plan review including: conceptual, variance, and conditional use. Reviews and analyzes site plans and conducts field studies to determine the integrity of development plans and their compatibility with surroundings. Interdepartmental and zoning assistance. Respond as a City representative to citizens, City officials, and businesses concerning ordinances and regulations. Make recommendations and presentations at staff level at various review committees, boards, and meetings. • Land Resource Specialist City of Clearwater June 1996 to June 2005 Coordinates with City Legal Department to initiate legal proceedings for non-compliance with City land resource regulations. Landscape re-inspection program. Plans and directs program to ensure that plant material installed per the approved landscape plan remains in a healthy growing condition in perpetuity and restores deficient landscaped with new plant material. Certificate of Occupancy Inspection. Perform inspections with contractors, owners, and City departments to monitor the installation of required landscape material per an approved site plan. Process tree permits ensuring that regulations governing the removal criteria are followed. Provide technical tree evaluations for structural defects, hazards, proper pruning, and identification for trees on public and private properties. • Account Manager Cherry Lake Farms, IMG Enterprise, Inc. 1993 -1996 Groveland, FL Supervised and managed existing territory accounts, while handling a strategic marketing plan. Planned and directed in-field inspection program for landscape architects, municipalities and private corporations. Prepared technical training modules for corporate employees and customers regarding arboricultural techniques related to trees. • Licensed Marketing Representative Allstate Insurance Company 1991-1993 Clearwater, FL Field inspections of insured structures. Policy service and account maintenance. 0 0 • Store Manager William Natorp company, Inc. 1983-1991 Cincinnati, OH Managed a team of 20 sales people and sales associates in a landscape center. Responsible for teams of employees including but not limited to payroll, budgeting, sales, store and equipment maintenance, workplace safety, and advertising. Managed outdoor staff, merchandised and cared for all outdoor products. Responsible for all indoor staff and horticultural products. EDUCATION MBA- Masters of Business Administration, ST. LEO UNIVERSITY, ST. LEO, FLORIDA. Currently pursuing. BA in Business Administration, ST. LEO UNIVERSITY, ST. LEO, FLORIDA. Graduated July, 2002 Cum Laude. Major: Management AA in Business Administration, ST. PETERSBURG COLLEGE, FLORIDA. Graduated 1998. Major: Management. AS in Ornamental Horticulture, OHIO STATE UNIVERSITY, WOOSTER, Graduated 1984 Cum Laude. Major: Horticulture Technology with emphasis in Arboriculture. ISA, International Society of Arboriculture, Certified Arborist, FL-0414. E Kurleman, Scott From: Kurleman, Scott Sent: Tuesday, December 26, 2006 10:19 AM To: Kurleman, Scott; 'jaynes@jpfirm.com' Subject: RE: 7/11 It should be 12/29/2006 @ 4:30pm. -----Original Message ----- FroT??Kurleman7"kott -._ Ser t: Friday, December 22, 2006 11 44-AbO To: Baynes@jpfirm.com' Subject: Hello Jayne, Regarding case FLD2006-10058 some corrections must be made. (1) The landscape plan states an 8' masonry wall. This needs to be corrected to state a 6' masonry wall, also since the correction is being made the word "height" is spelled (hieght) this should be corrected also. (2) The landscape plant material list has wax myrtle listed as the common name for Viburnum obovatum, please correct. (3) 1 do not see a notation regarding the comment that a ROW permit will be required to plant in the County ROW. This was to be obtained prior to CDB. These items must be addressed on my set and the 14 copies going to the CDB before 12/26/2006 @ 4:30pm. Thank you, Merry Christmas and Happy Holidays Scott 1A 7 - 6 6 q lls? i • • stt.._-Irl- ???5 rLtee.onJrc._ off KvrlPek) 0 4o i,%JE- 561-477$ cheis*,-?er.yAel.,..eGo A?!1?GA?w/ r coM 562 - *50 i?nans?k. F&,76V (9 mIclwrwa&r. Col'Yl ?c>r/tit- V3?7 xzS?? t `°? Z `?Db Ge G ?/cM ?n ?° ?t?S e d2 ?olO?s?2lt-? Z o?? -? miesim-er- clom 2-X715 beo&(t l •w ? ,ca r J,t i? 0 CITY OF CLEARWATER PUBLIC HEARING NOTICE ANNEXATION, LAND USE PLAN AND ZONING ATLAS AMENDMENTS NOTE: All persons wishing to address an item need to be present at the BEGINNING of the Community Development Board meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. The City of Clearwater, Florida, proposes to adopt the following ordinances: ORDINANCE NO. 7784-07 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, ANNEXING CERTAIN REAL PROPERTY LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF DREW STREET AND BELCHER ROAD AND SOUTH OF NORMAN DRIVE, WHOSE POST OFFICE ADDRESS IS 2212-2216 DREW STREET, UNADDRESSED PARCEL, AND 2205 NORMAN DRIVE, INTO THE CORPORATE LIMITS OF THE CITY, AND REDEFINING THE BOUNDARY LINES OF THE CITY TO INCLUDE SAID ADDITION; PROVIDING AN EFFECTIVE DATE. ORDINANCE NO. 7785-07 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, AMENDING THE FUTURE LAND USE PLAN ELEMENT OF THE COMPREHENSIVE PLAN OF THE CITY, TO DESIGNATE THE LAND USE FOR CERTAIN REAL PROPERTY LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF DREW STREET AND BELCHER ROAD AND SOUTH OF NORMAN DRIVE, WHOSE POST OFFICE ADDRESS IS 2212-2216 DREW STREET, UNADDRESSED PARCEL, AND 2205 NORMAN DRIVE, UPON ANNEXATION INTO THE CITY OF CLEARWATER, AS COMMERCIAL GENERAL (CG) AND RESIDENTIAL LOW (RL); PROVIDING AN EFFECTIVE DATE. ORDINANCE NO. 7786-07 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, AMENDING THE ZONING ATLAS OF THE CITY BY ZONING CERTAIN. REAL PROPERTY AT THE NORTHEAST CORNER OF THE INTERSECTION OF DREW STREET AND BELCHER ROAD AND SOUTH OF NORMAN DRIVE, WHOSE POST OFFICE ADDRESS IS 2212-2216 DREW STREET, UNADDRESSED PARCEL, AND 2205 NORMAN DRIVE, UPON ANNEXATION INTO THE CITY OF CLEARWATER, AS COMMERCIAL (C) AND LOW MEDIUM DENSITY RESIDENTIAL (LMDR); PROVIDING AN EFFECTIVE DATE. The proposed ordinances will affect the land area shown on the map in this advertisement: (INSERT MAP HERE) Schedule of Public Hearings: Tuesday, January 16, 2007 the Community Development Board, at 1:00 p.m. Thursday February 15, 2007, before the City Council L. Reading), at 6:00 p.m. Thursday March 1, 2007, before the City Council (2L. Reading), at 6:00 p.m. All public hearings on the ordinances will be held in Council Chambers, 3rd floor of City Hall, 112 South Osceola Ave, Clearwater, Florida. The ordinance and complete legal description of the property proposed for annexation, by metes and bounds, may be inspected or obtained at Official Records & Legislative Services, located at City Hall. (Alice H Nisk THE & Ronald P Nisk, TRE) ANX2006-10039 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4-206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross-examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. The Community Development Board will review the case and make a recommendation to the City Council for final disposition. Five days prior to the CDB meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the Planning Department 562-4567 to discuss any questions or concerns about the project and/or to better understand the proposal. Michael Delk Planning Director Cynthia E. Goudeau, MMC City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758-4748 A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS & LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 5624093 WITH THEIR REQUEST. To learn more about presenting to Clearwater boards and City Council, go to http://clearwater.granicus.comNiewPublisher.php?view id=11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 1/4/07 & 02/16/07 EXHIBIT "A" TO FLEXIBLE DEVELOPMENT APPLICATION FOR RESIDENTIAL INFILL PROJECT 2205 Norman Drive Section B. Description of Request Simultaneously with submittal of this application, the applicant has submitted a Petition for Annexation requesting that the lot located at 2205 Norman Drive ("Residential Infill Parcel") together with the property located at 2212-2216 Drew Street ("Commercial Parcel"), be annexed into the City of Clearwater. The Residential Infill Parcel currently has a zoning designation of "R-4" in unincorporated Pinellas County with a land use designation of Residential Low. Upon annexation, the applicant requests that the Residential Infill Parcel be assigned a zoning district of "LMDR" and land use designation of Residential Low. The applicant proposes to develop the Commercial Parcel with a 7-Eleven store, as depicted on the proposed site plan submitted with this application. As shown on the proposed site plan, the Residential Infill Parcel and the parcel. located at 213 North Belcher Road ("Office Parcel') will provide off-street parking and drainage serving the Commercial Parcel. The Office Parcel is zoned "O" with a land use designation of Residential/Office General. Specifically, the applicant seeks flexible development approval pre}es-to i permit -anew-non-residential off-street parking in the Low Medium Density Residential (LMDR) District with outdoor lighting remaining on from dusk to dawn as a Residential Infill Project under the provisions of Section 2-204.E and (ii) permit a wall six feet high in the front setback in the Low Medium Density Residential (LMDR) District as a Residential Infill Project under the provisions of Section 2-204.E The use as off-street parking is a Level Two use in the "LMDR" district with the criteria set forth in Section 2-204(C). The proposed development meets all but one of the criteria in that it is surface parking serving a contiguous parcel, no off-street parking spaces are located within the required front setback nor within 10 feet of a side lot line and the spaces are buffered by a wall and landscaping. Since the use being served is open 24 hours, seven days a week, the proposed development cannot meet the criteria of automatically turning off lights at 9:00 p.m. Accordingly, this is a request for Residential Infill rather than flexible approval of off-street parking. RECEIVED DEC 14 2006 PUNNING DEPARTMENT CrWOF CORWARR • • Section D. Written Submittal Requirements General Applicability Criteria: 1) The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The overall project is bounded on three sides by roads - Drew Street, Belcher Road and Norman Drive. Along its easterly property line, the Residential Infill Parcel adjoins one contiguous residential lot and, along its northerly property line, Norman Drive. The project has been designed to remain in harmony with the residential nature of Norman Drive. A sidewalk will be installed along Norman Drive and the northerly portion of the Residential Infill Parcel will be occupied by a stormwater pond which will be heavily landscaped and include trees. AR-8'A 6' high masonry buffer wall will be installed along the easterly property line to screen the fee three off-street parking spaces located on the Residential Infill Parcel from the adjoining residential parcel. As to bulk/coverage, the proposed development meets all open space and impermeable surface requirements. There are no vertical structures, other than the buffer wall, proposed on the Residential Infill Parcel. 2) The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The consolidation of the Residential Infill Parcel, Office Parcel and Commercial Parcel into a unified, well-designed and heavily landscaped project is preferable to leaving the existing residence located on the Residential Infill Parcel, which adjoins existing office and commercial uses. Use of the Residential Infill Parcel as a buffer area prevents adjoining office and commercial uses (which are allowed today) from impairing the value of adjoining residential property. 3) The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The project will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. As previously discussed, an 8' high masonry wall will be installed for buffering and safety purposes. The addition of stormwater retention will improve drainage conditions. 4) The proposed development is designed to minimize traffic congestion. The traffic pattern as shown on the proposed site plan will allow ingress and egress from westbound Drew Street and northbound Belcher Road. No vehicles will have direct access from the property to Norman Drive. 2 • • 5) The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. This intersection of Drew Street and Belcher Road is an appropriate location for a 7-Eleven convenience store and gas station. There is a similar facility on the southwest corner of the intersection. As previously discussed, the Residential Infill Parcel development with parking, landscaping and retention is consistent with the character of adjoining residential neighborhood on Norman Drive. 6) The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. The overall project is designed with an orientation to Drew Street and Belcher Road. The applicant will take all possible measures to orient lighting in a manner such as not to infringe into the residential neighborhood on Norman Drive. For security purposes there will be a light on the parking spaces on the Residential Infill Parcel. The wall and landscaping, new sidewalk and stormwater pond will visually enhance the area as viewed from the neighborhood to the north. Residential Infill Project Criteria: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the intensity and development standards. There is no vertical development, other than the 916' high masonry wall, proposed for the Residential Infill Parcel. The deviation requested, as to off-street parking criteria, is to allow outdoor lighting to remain lit from dusk to dawn. 2. The development of the parcel proposed for development as a residential infill project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) The Residential Infill Parcel abuts the Commercial Parcel, Office Parcel and one residential lot, located to the east. The annexation of these parcels and consolidation of development will enhance his area. The redevelopment includes removal of an existing billboard on the property. As for the abutting residential lot, it currently abuts the Commercial Parcel which may be developed with commercial uses without flexible approval. Through the proposed plan, the lot will be buffered by an 91-6' masonry wall which will be viewed along the lot's westerly and southerly lot lines. 3. The uses within the residential infill project are otherwise permitted in the City of Clearwater. 3 The use as off-street parking is permitted in the city and is a Level Two use in the "LMDR" district. 4. The uses or mix of use within the residential infill project are compatible with adjacent land uses. Use of the Residential Infill Parcel for offstreet parking, buffering and drainage are compatible uses with the Norman Drive neighborhood. 5. The development of the parcel proposed for development as a residential infill project will upgrade the immediate vicinity of the parcel proposed for development. The redevelopment will improve the appearance of this area, which is currently occupied by mixed uses, including office and a used car lot. The proposed project includes drainage and planting of lush landscaping, including trees, which will greatly upgrade this area from its current condition. 6. The design of the proposed residential infill project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Annexation of the property into the City, coupled with a unified development plan, allows the City's design review of the project for this intersection of Drew and Belcher. As shown by the proposed plans, the proposed development will be attractively designed and heavily landscaped which will be an improvement to this corner. 7. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. As to this Residential Infill application, the specific flexibility that is requested is to allow offstreet parking on the Residential Infill Parcel, with lighting turned on from dusk to dawn. The parking area will serve a retail use open 24 hours a day, seven days a week. It is important to have the parking area well lit for safety of persons going to and from their vehicles. All lighting will be designed and oriented such as to not interfere with any residential neighborhood. Other criteria for offstreet parking as a Level Two use in "LMDR" (Section 2- 204(C)) are met as follows: (i) The Residential Infill Parcel is contiguous to the Commercial Parcel, which the use serves; 4 (ii) Parking setbacks are met or exceeded; (iii) The offstreet parking area is screened by aka 6' masonry wall with landscaping on its external side; and (iv) All parking spaces are surface parking spaces. 12/14/2006 10:33 AM A4 46449.112347 #388186 v1 - Boos/Drew/Ex to Res Infill 5 R7f*TVED RESPONSES TO COMMENTS C 1.006 PLANNING DEPARTMENT FLD2006-10058 CITY oFCLEARWATER 205 N BELCHER RD ENGINEERING CONDITION: 11/17/2006 Prior to CDB: • Comment No. 1: Examine possibility of utilizing an existing stub out from manhole in Drew Street rather than coring manhole in Belcher Road. Response No. 1: Sanitary connection has been revised to connect to the existing manhole in Drew Street. Prior to issuance of a building permit: Comment No. 1: Provide County road numbers on plans for Belcher (C.R. . 501) and Drew (C.R. 528) Response No. 1: Done Comment No. 2: Delete reference to thrust blocks in test/inspection notes #1, page 2/7. Response No. 2: Done Comment No. 3: Provide a copy of an approved right-of-way permit from Pinellas County. Response No. 3: Acknowledged. Comment No. 4: Provide a note or dimension on the plan indicating that the Fire Department Connection (FDC) shall be located no further than 40-feet from the nearest Fire Hydrant Assembly (FHA). Response No. 4: Done Comment No. 5: Show on the plan a properly sized grease trap for fast food preparation. Response No. 5: The 750 gallon grease trap has been added. Comment No. 6: Applicant shall pay applicable sewer and water impact fees. Response No. 6: Acknowledged. Prior to issuance of a certificate of occupancy: • • Comment No. 1: Applicant shall submit 5 sets of as-built drawings that are signed and sealed by a professional engineer registered in the State of Florida. Public Works/Engineering to field inspect as-built drawings for accuracy. Response No. 1: Acknowledged. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. ENVIRONMENTAL CONDITION: 11/13/2006 Prior to building permit: Comment No. 1: Dewatering - if well pointing UST's, proper testing must be Generic Permit for Discharge from Non-Contaminated sites. NOI (sent to the FDEP) must b prior to any discharge. Response No. 1: Acknowledged is required for installing the done in accordance with the of Produced Groundwater Copies of lab results and the e sent to the City Env. Dept. Comment No. 2: Underground Storage Tanks - Four sets of drawings must be furnished to the Pinellas County Health Dept. Engineering/Storage Tank Section for review and approval. A Proviso Letter issued by Pinellas County must be submitted to the City Environmental Dept. to remove this Hold. Contact Ernest Roggelin with the Pinellas County Storage Tank Section at (727) 538-7277 ex 1136 for any questions. Response No. 2: Acknowledged Comment No. 3: Asbestos Survey (and abatement if needed) are required prior to any renovation and/or demolition activities on the existing structure. A copy of the Asbestos Report must be 2 • submitted to P. County Air Quality along with a Demolition/Renovation Notification and/or Abatement Notification. Response No. 3: Acknowledged FIRE CONDITION: 11/13/2006 Comment No. 1: Site Plan page 4 of 7 shows Valley Gutter per FDOT Index #300 at both drives. These cannot be raised as then the 12 foot width will have to be increased to 20 foot on each side. Are these painted or raised? Acknowledge PRIOR TO CDB. Response No. 1: The raised concrete median has been deleted. LANDSCAPE PERIMETER CONDITION: Comment No. 1: See zoning comments for landscaping. Response No. 1: Acknowledged. See responses to Zoning comments. LAND RESOURCE CONDITION: 11/20/2006 Comment No. 1: Show the actual canopies of all trees to remain on all plan sheets. The general rule for hardwoods is one-foot radius for each diameter inch (DBH). Provide prior to CDB. Response No. 1: Acknowledged. See Landscape Plan Sheet LA-2. Comment No. 2: The tree survey is incomplete, all trees, with their actual canopies, on and within 25' of the property must be shown on the site plan, show the Maple and Live Oak on the northern half of the east property line. Additional comments may be forthcoming once this data is received and reviewed. Provide prior to CDB. Response No. 2: Comment acknowledged. See Sheets LA-1 and LA-2. Comment No. 3: Either design a lintel footer system 10' each side of tree #5, 11, 12 and 13 or indicate that the tree or trees are to be removed. Severing the structural roots too close to the tree will cause the tree to decline and/or become hazardous. Provide prior to CDB. 3 • Response No. 3: A note has been added to the site plan indicating the wall will be a post and precast section wall without footings along the wall. See revised Sheet LA-2. Comment No 4: Show tree #23 to be removed, as this tree is already declining. Provide prior to CDB. Response No. 4: Tree #23 will be removed. See Sheet LA-1. Comment No. 5: Remove the "RIBBON" tree barricade detail prior to building permit. Response No. 5: Comment acknowledged. "Double Ribbon Barrier" will be removed prior to final building permit. PARKS & RECS CONDITION: 11/07/2006 No issues - increase of building size less than 1%. STORM WATER CONDITION: 11/13/2006 The following to be addressed prior to building permit. Comment No. 1: All proposed 15" RCP shall have a 0.1% minimum slope to avoid standing water in the pipes, which can breed mosquitoes. Response No. 1: Revised as requested. Comment No. 2: Correctly show the labels of the northeast inlet and the outfall of the roof drain. Response No. 2: The labels and roof drain have been revised. Comment No. 3: Provide SHWT, double ring infiltrometer soil test, and show that the water is drawn down completely within 24 hours. Response No. 3: Acknowledged Comment No. 4: Provide a copy of the approved SWFWD permit. Response No. 4: Acknowledged SOLID WASTE SERVICE: 11/15/2006 4 • • Comment No. 1: That dumpster service be arranged with the Solid Waste Department prior to the issuance of an occupational license or certificate of occupancy. Not able to service Dumpster enclosure angle wrong. Please contact Tom Glenn. Response No. 1: The dumpster has been revised to provide a direct angle of pickup. TRAFFIC ENG CONDITION: 11/15/2006 Comment No. 1: Provide on the site plan a 17.5' long scaled passenger vehicle staging at all fuel stations. The staging vehicles shall not encroach into the required 24' wide drive aisle or block a parked vehicle adjacent to building. Response No. 1: Added to truck route plan. Comment No. 2: Will the canopy be high enough for a WB-50 semi-tractor trailer to go underneath? Response No. 2: Canopy height has been added to site plan showing adequate clearance for semi-tractor. Comment No. 3: Provide a right turn lane along Belcher Road into the site. Response No. 3: A right turn lane has been added. The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. ZONING CONDITION: Comment No. 1: 11/09/06 - Sheet LA1 states total greenspace 2214 square feet, sheet LA2 states 6475 square feet? Prior to CDB. 5 Response No. 1: /ornment acknowledged. See Sheet LA-2. Green space s.f. now matches civil drawings. Comment No. 2: 10/30/06 - Show on site plan the location of all outside mechanical equipment and the required screening per Section G. Revise. 11/7/06 Make note on elevations and site plan indicating rooftop units completely screened from fight-of-ways and adjacent properties. Prior to CDB. Response No. 2: % /Note has been added to site plan and building elevations. Comment No. 3: 11/06/06 - Landscape plan shows six BP, what are they? lant material list does not specify. Prior to CDB. Response No. 3: Comment acknowledged. BP represents Bird of Paradise. Plant and Specs have been added to Plant Material List. See Sheet LA-2. Comment No. 4: 11/07/06 - Over 40% of the proposed landscaping is on the north side of the property in the R-O-W. A separate right-of- way use permit will be required to plant in the R-O-W. This will be a condition of approval. Prior to CDB. Response No. 4: Comment acknowledged. Comment No. 5: 11/02/06 - Revise sheet 4/7 to indicate 5' foundation landscape instead of 5' perimeter landscape comment. Prior to CDB. Response No.5: Note revised to read foundation. Comment No. 6: 11/02/06 - Revise parking count listed in the LMDR. Prior to B. Response No. 6: arking count has been revised as requested. Comment No. 7: 11/02/06 - Site is over parking requirements by 4. This exceeds 110% of required parking. Reduce proposed parking from 20 to 18. This will reduce interior landscape re uirements from 12% to 10%. The two reduced spaces n become interior islands. Prior to CDB. Response No. 7: Parking has been reduced to 18 spaces. Comment No. 8: 1 /09/06 - Consider substituting the proposed pines that re adjacent to the residential with Red Cedar for greater "screening. Response No. 8: Comment acknowledged. 6 • • Comment No. 9: 11/02/06 - Landscape plan proposes Wild Coffee. It appears that this would be cold sensitive when we have a frost University of Florida Cooperative Extension Service list this plant in the 10B to 11 Hardiness zone which c mprises only the southern coastal areas of Florida. Response No. 9: Comment acknowledged. Wild Coffee has been substituted. See Sheet LA-2. Comment No. 10: 11/06/06 - Dimension the width of the foundation planting. POr to CDB. Response No. 10: A 5 ft. dimension is shown on the site plan. See Sheet LA-2. Comment No. 11: fandscape /06/06 - Site plan states 18,965 SF vehicular use area and plan states 26,465 SF? It appears that the larger is correct as the majority of the site is pavement. Correct prior to CDB. Response No. 11: 'fhe vehicular use area on the site plan has been calculated and is accurate. Comment No. 12: 11/02/06 - Provide one full size color elevation of all four sides including the actual proposed canopy and fuel pumps and provide one 8'/2 x 11 inch copy of the same. 1. Label appropriately, East, West, etc. 2. Dimension the elevations 3. Indicate the type of building materials, stucco, brick, etc. e reduced copy provided for DRC review will not be sufficient for CDB. It lacks clarity for showing on the overhead at CDB. Response No. 12: See revised elevations. Comment No. 13: 11/06/06 - Break the horizontal plane of the building in the sou , and north elevations. This is one of the possible de gn elements in the Comprehensive Infill development Project. Provide prior to CDB. L, . Response No. 13: This has been accomplished through the addition of parapets. See the revised elevations. 7 • • Comment No. 14: 1)W06106 - Provide a job valuation $ as required on page 1 f 6 on the application. Prior to CDB. Response No. 14: /Please see revised Page 1 of the application. Comment No. 15: 11/06/ - Exhibit "B" page 5 criteria d. states a number of thes architectural elements have been incorporated; which o s and how? Provide prior to CDB. Response No. 15: Please see revised Exhibit "B" to application. Comment No. 16: 11/06/06 - Exhibit "B" page 2, #3 states an eight foot high ma onry wall will be installed, the site plan states a six foot h wall and to see landscape plan for location but the /agdscape plan does not label the wall? Label where is it and how high is it? Prior to CDB. Response No. 16: The proposed wall is 6 feet in height. Exhibit "B" has been revised accordingly. Comment No. 17: 1 6/06 - Exhibit "B" page 3, #1 states a sidewalk behind he building. Change to the north side of the building. Prior to CDB. Response No. 17: Ple a see revised Exhibit "B". Comment No. 18: 1/06/06 - Provide a different color on the stringcourse and features above windows. Prior to CDB. Response No. 18: Please see revised elevations. Comment No. 19: 1/07/06 - Show on page LA-1 the proper location of the underground fuel tanks. Prior to CDB. Response No. 19: Fuel tanks are shown on Sheet LA-1. Comment No. 20: 11/0 /06 - Shade trees, magnolia-pine-cedar must have a mi imum 2.5 inch caliper. Plant material list states 2.0 inch liper. Revise prior to CDB. Response No. 20: Comment acknowledged. Tree Caliper changed to 2.5" or greater. Comment No. 21: 11/07 l - Wax myrtles are subject to cankers and wilt ease caused by fusarium fungus. Substitute. Ligustrum pis trees? Response No. 21: Wax myrtles have been substituted. See Sheet LA-2. 8 • • Comment No. 22: 11 /06 - Note on landscape plan the sod shall be St. ugustine unless used in retention area. List in plant material list and indicate on the plan the turf areas. Prior to CDB. Response No. 22: Comment acknowledged. See Sheet LA-2. Comment No. 23: 1/07/06 - Palm trees are required to have 10 feet of clear trunk. Plant material list states overall heights. Revise prior to CDB. Response No. 23: Co ent acknowledged. See Sheet LA-2. Comment No. 24: /30/06 - Provide side slopes and bottom elevations of retention area on landscape plan per Section H. Prior to CDB. Response No. 24: Corn nt acknowledged. See Sheet LA-2. Response No. 25: Please. see revised elevations. Comment No. 26: /ake 06 - Instead of a 22 foot setback on Drew Street, t 17 feet toallow for the required foundation planting ement on the front (south) Drew Street frontage. Shift parking lot five feet to the south. Prior to CDB. Comment No. 25: 6 -Provide awnings on exterior doors on the south rth side. This also is one of the design elements of Infill Redevelopment Project criteria. Provide prior to CDB. Response No. 26: The parking area has been revised to provide a foundation landscaping area along the Drew Street frontage. Comment No. 27: 1 9/06 - Revise request to the following: Flexible evelopment approval (1) to permit an automobile service station in the Commercial (C) District contiguous to a parcel of land designated as residential within zoning atlas, with a reduction to the front (south) setback from 25 feet to 15.48 feet (to air/vacuum pad), reductions to the front (west) setback from 25 feet to 15 feet (to pavement), reductions to the side (north) setback from 10 feet to six feet (to sidewalk), as a Comprehensive Infill Redevelopment Program under the provisions of Section 2-704.C; (2) to permit nonresidential off-street parking in the Low Medium Density Residential (LMDR) District with outdoor lighting remaining on from dusk to dawn as Residential Infill Project, under the provisions of Section 2-204.E; (3) to 9 permit nonresidential off-street parking in the Office (O) District with outdoor lighting remaining on from dusk to dawn under the provisions of Section 2-1003.G; (4) to permit a wall six feet high in the front setback in the Office (O) District as a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.8.; (5) to permit a wall six feet high in the front setback in the Low Medium Density Residential (LMDR) District as a Residential Infill Project under the provisions of Section 2- 204.E.; and (6) to permit a reduction to the required interior landscape requirements from 12 percent of the vehicular use area to 2.33 percent and the elimination of foundation plantings on the south facade, as a Comprehensive Landscape Program under the provisions of Section 3- 1202.G. Revise prior to CDB. Response No. 27: Zleagosee revised Exhibit "B". Comment No. 28: 6 - Provide additional greenspace at the southwest corner of the pavement. Prior to CDB. Response No. 28: Additional green space has been added by rounding the corner of pavement. Comment No. 29: 11/06/06 - Note that fences and walls will require a separate permit. Additionally any wall which exceeds 100 feet in length in any single horizontal plane along a street right-of- w shall either be offset to create inset areas of at least ght feet in width and depth for landscaping treatment or non-opaque openings in the wall shall be provided through the use of wrought iron or similar types of wall treatment or some architectural features such as a column or other feature is used to offset the unbroken nature of the wall. Provide prior to CDB. Response No. 29: T e wall has been revised to break the horizontal plane with an ft. offset. Comment No. 30: 11/06/06 - Required buffer wall must be landscaped on the external side 2-204.C.3. Response No. 30: Acknowledged. Comment No. 31: 11/17/06 - Provide color elevations and details of proposed wall. Prior to CDB. Response No. 31: Comment acknowledged. See 8-1/2 x 11 hand out. 10 0 i Comment No. 32: 11/17/06 - Landscape plan and site plan have inconsistencies regarding wheel stops. All spots require wheel stops. Revise prior to CDB. Response No. 32: Comment acknowledged. See Sheet LA-2. Comment No. 33: 11/17/06 - Provide a copy of the official recorded Unity of Title Declaration for the five parcels. Provide prior to Development Order (DO). Response No. 33: The application will agree to a Unity of Title as a condition of approval. 12/14/2006 11:18 AM 46559.112347 #391283 v1 - Boos Development/Drew SUDRC Responses 11 4,, .Z 6 ? - r I EXHIBIT "B" TO FLEXIBLE DEVELOPMENT APPLICATION FOR COMPREHENSIVE INFILL REDEVELOPMENT PROJECT 2212-2216 Drew Street RECEIVED 213 North Belcher Road DEC 1 ?# 2006 Section B. Description of Request PLANNING DEPARTMENT CITY OF CLEARWATER Simultaneously with submittal of this application, the applicant has submitted a Petition for Annexation requesting that the property located at 2212-2216 Drew Street ("Commercial Parcel"), together with the lot located at 2205 Norman Drive ("Residential Infill Parcel") be annexed into the City of Clearwater. The Commercial Parcel currently has a zoning designation of "C-2" in unincorporated Pinellas County with a land use designation of Commercial General. Upon annexation, the applicant requests that the Commercial Parcel be assigned a zoning district of "C," which is consistent with its land use designation of CG on the Clearwater Comprehensive Land Use Plan. The applicant proposes to develop the Commercial Parcel with a 7-Eleven store, as depicted on the proposed site plan submitted with this application. As shown on the proposed site plan, the Residential Infill Parcel and the parcel located at 213 North Belcher Road ("Office Parcel") will provide off-street parking and drainage sewing the Commercial Parcel. The Office Parcel is currently located in the city limits, zoned "O" with a land use designation of Residential/Office General. The applicant seeks flexible development approval of a comprehensive infill redevelopment project to allow the following: (i) to permit an automobile service station in the Commercial (C) District contiguous to a parcel of land designated as residential within the zoning atlas, with a reduction to the front (south) setback from 25 feet to 15 feet (to pavement and air/vacuum pad), reductions to the front (west) setback from 25 feet to 15 feet (to pavement) reductions to the side (north) setback from 10 feet to six feet (to sidewalk) as a Comprehensive Infill Redevelopment Program under the provisions of Section 2-704.C; (ii) , 9R the GemmeFGial $afGeito permit nonresidential off-street parking in the Low Medium Density Residential (LMDR) District with outdoor lighting remaining on from dusk to dawn as Residential Infill Project, under the provisions of Section 2-204.E; aad (iii) 'to permit nonresidential off-street parking in the Office (O) District with outdoor lighting remaining on from dusk to dawn under the provisions of Section 2- 1003.G: • • (iv) to permit a wall six feet high in the front setback in the Office (O) District as a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.B.: and (v) to permit a wall six feet high in the front setback in the Low Medium Density Residential (LMDR) District as a Residential Infill Project under the provisions of Section 2-204.E. Section D. Written Submittal Requirements General Applicability Criteria: 1) The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The overall project is bounded on three sides by roads - Drew Street, Belcher Road and Norman Drive. The project has been designed to remain in harmony with the residential nature of Norman Drive. A sidewalk will be installed along Norman Drive and the northerly portion of the Office Parcel and Residential Infill Parcel will be occupied by a stormwater pond and heavily landscaped. As to bulk/coverage, the proposed development meets all open space and impermeable surface requirements. The size of the proposed stFUGtUFe building on the Commercial Parcel is 3,030 square feet, which is well below the allowable FAR of .55 for the "C" district and half the size of structures existing on the property today (6,320 square feet). 2) The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The consolidation of the Residential Infill Parcel, Office Parcel and Commercial Parcel into a unified, well-designed project, located in the City of Clearwater, provides a more appropriate development scheme than what exists on the property today. The use of the Office Parcel for drainage and parking is an appropriate transition and buffer between the Commercial Parcel and the residential neighborhood to the north. The proposed plan more appropriately prohibits the development at this northeast corner of Drew and Belcher (on which office and commercial uses exist today) from impairing the value of adjoining residential property. 2 • • 3) 4) 5) The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The project will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. An 8L6' high masonry wall will be installed along the abutting residential property for buffering and safety purposes. Drainage conditions will be improved by the addition of the stormwater pond. The proposed development is designed to minimize traffic congestion. The traffic pattern as shown on the proposed site plan will allow ingress and egress from westbound Drew Street and northbound Belcher Road. No vehicles will have access to Norman Drive. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. This intersection of Drew Street and Belcher Road is an appropriate location for a 7-Eleven convenience store and gas station. There is a similar facility at the southwest corner of the intersection. The community character can be described as mixed uses with considerable commercial uses. The parcel located on the southeast corner is a church. 6) The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts on adjacent properties. The hours of operation of the 7-Eleven will be 24 hours a day, seven days a week; however the proposed plan is designed to orient traffic and activity to the Commercial Parcel. Visually, the neighborhood located to the north of the property will be buffered with landscaping and a stormwater pond. The residential lot to the east is buffered by a-n 8L6' masonry wall. Comprehensive Infill Redevelopment Project Criteria: 1. The development or redevelopment is otherwise impractical without deviations from the use and/or development standards set forth in this zoning district. The deviations requested are minimal. The setback reduction will allow a 4' concrete sidewalk located behind -on the northerly side of the building to be located within 6 feet of the property line.. The sidewalk is necessary for use of employees of the business. The Office Parcel is currently occupied by a used car lot. The use of the Office Parcel for offstreet parking serving the Commercial Parcel will provide a less intense use of the Office Parcel as viewed from the residential neighborhood to the north. 3 E 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. The proposed redevelopment is consistent with the Clearwater Comprehensive Plan. The use of the Office Parcel and Residential Infill Parcel for offstreet parking and drainage to provide a transition between the Commercial Parcel and the residential neighborhood to the north is sound planning practice. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. The redevelopment will improve the appearance of the northeast corner of Drew and Belcher which is currently a hodgepodge of uses, including an office and a used car lot. The redevelopment will include the removal of a billboard currently located on the property. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. The project is bounded on three sides by streets - Drew Street, Belcher Road and Norman Drive. There is one residential lot abutting the Residential Infill Parcel. Buffering of this area is provided and discussed in detail in the Residential Infill application. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; C. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a 4 0 0 land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. As to the specific requests set forth in this comprehensive infill application: The use of the Office Parcel as off-street parking is a use allowed by the Comprehensive Plan in R/OG and allowed as a Level One use in the "O" zoning district, with certain criteria, as set forth in Section 2-1003(G), Clearwater Community Development Code. The proposed off-street parking meets that criteria in that it is surface parking, buffered from residential property by an 8' a 6' high masonry wall with landscaping and has adequate access and stacking capacity. The project will not be able to meet the criteria of automatically shutting off lighting at 9:00 p.m. Due to the use as a 24-hour convenience store, the lighting must be available from dusk to dawn for safety and security. The request for a reduced side setback of 6' to pavement will allow a 4' wide sidewalk to be located behind the building for employee use. It will not be visible to passersby. The proposed retail use is permitted on the Commercial Parcel in the "C" zoning district and in the Commercial General category of the Clearwater Comprehensive Plan. 6. Flexibility with regard to use, lot width, required setbacks, height and off- street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; The proposed project will not impact the surrounding properties which are already developed as residential on Norman Drive and retail and office uses located to the east on Drew Street. b. The proposed development complies with applicable design guidelines adopted by the City; The project is not located in an area for which specific guidelines are set forth. Other than the specific requests set forth in this application, the project complies with the development parameters set forth in the Clearwater Community Development Code. The proposed landscaping exceeds Code requirements. C. The design, scale and intensity of the proposed development supports the established or emerging character of an area; 5 The annexation of the Commercial Parcel and Residential Infill Parcel, together with the unified development of those parcels with the Office Parcel already located in the City is appropriate for this area, in which other surrounding parcels are already located in the City of Clearwater. d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ? Changes in horizontal building planes; ? Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ? Variety of materials, colors and textures; ? Distinctive fenestration patterns; ? Building stepbacks; and ? Distinctive roofs forms. A number of these architectural elements have been incorporated into the architectural design, as depicted on building elevations submitted with this application. The use of parapets will provide screening for a/c and mechanical equipment while breaking the horizontal building plane. Architectural details such as stringcourses, awnings and a variety of materials and colors are included. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Due to the proposed use as a convenience store, there will be minimal building coverage and substantially less coverage that exists on the property today. The site is attractively landscaped and is designed to allow a smooth traffic flow through the property. The proposed unified development scheme is preferable to the existing conditions which consist of a mix of uses located in two different jurisdictions. 12/14/2006 10:01 AM 46449.112347 #388187 v2 - Boos/Drew/Ex to Comp Infill#388.lZ7-v4---BeoslDfew/E-x-to-Comia4f4filI 6 Clearwater November 03, 2006 E. D. Armstrong Iii, Esquire Po Box 1368 Clearwater, F133757 VIA FAX: 727-441-8617 RE: FLD2006-10058 -- 205 N BELCHER RD -- Letter of Completeness Dear E. D. Armstrong Iii, Esquire : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2006-10058. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on December 07, 2006, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 562-4567x2504 or Scott.Kurleman@myclearwater.com. Sincerely yours, Scott Kurleman Planner H R CITY OF CLE??RWATE PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W WW.MYCLEARWATER.COM Letter of Completeness - FLD2006-10058 - 205 N BELCHER RD -Iqm 0 • JOHNSON, POPE, BOKOR, RUPPEL & BURNS, LLP ATTORNEYS AND COUNSELLORS AT LAW E. D. ARMSTRONG III BRUCE H. BOKOR JOHN R. BONNER, SR.* GUY M. BURNS JONATHAN S. COLEMAN MICHAEL T. CRONIN ELIZABETH J. DANIELS BECKYFERRELL-ANTON COLLEEN M.FLYNN RYAN C. GRIFFIN RINAT HADAS MARION HALE SCOTT C. ILGENFRITZ. FRANK R. JAKES TIMOTHY A. JOHNSON, JR.* SHARON E. KRICK ROGER A. LARSON ANGELINA E. LIM MICHAEL G. LITTLE CHIH-PIN LU* MICHAEL C. MARKHAM ZACHARY D. MESSA A. R. "CHARLIE" NEAL TROY J. PERDUE BRETON H. PERMESLY F. WALLACE POPE, JR. ROBERT V. POTTER, JR. JENNIFER A. REH DARRYL R. RICHARDS PETER A. RIVELLINI DENNIS G. RUPPEL* CHARLES A. SAMARKOS KIMBERLY L. SHARPE JOAN M. VECCHIOLI STEVEN H. WEINBERGER JOSEPH J. WEISSMAN STEVEN A. WILLIAMSON *OF COUNSEL PLEASE REPLY TO CLEARWATER FILE NO. 46449.112347 November 2, 2006 Via Hand Delivery Mr. Scott Kurleman Planner II City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 Re: FLD2006-10058 ORIGINAL RECEIVED Dear Scott: NOV 02 Zoos PLANNING DEPARTM8NT CITY OF CLEARWATFP We are submitting revised plans in response to your "incomplete" letter, dated October 30, 2006. The following items relate to the numbered paragraphs set forth in your letter. 1-3. These items have been added to the revised site plan. 4. All mechanical equipment will be located on the roof of the building and will be screened by the building's parapet walls. 5-6. These items have been added to the revised site plan. See also the enclosed Photometrics plan. 7. A tree inventory is included on Sheet LA-1 of landscape plans. 8. Color elevations are included with this submittal. 9. Revised landscape plans are included; however we were unable to incorporate the foundation planting along the southerly fagade. Accordingly, the applicant is submitting herewith a Comprehensive Landscape Program application. 10. This item was added to the revised site plan. CLEARWATER OFFICE TAMPA OFFICE 911 CHESTNUT ST. 403 EAST MADISON ST. POST OFFICE BOX 1368 (ZIP 33757-1368) SUITE 400 CLEARWATER, FLORIDA 33756 POSTOFFICE BOX 1100 (ZIP 33601-1100) TELEPHONE: (727) 461-1818 TAMPA, FLORIDA 33602 TELECOPIER: (727) 462-0365 TELEPHONE: (813) 225-2500 TELECOPIER: (727) 441-8617 TELECOPIER: (813) 223-7118 • • JOHNSON, POPE, BOKOR, RUPPEL & BURNS, LLP ATTORNEYS AND COUNSELLORS AT LAW Mr. Scott Kurleman, Planner II November 2, 2006 Page 2 11-12. These items have been added to revised landscape plans. 13. This item was added to the revised site plan. 14-16. These items have been added to revised landscape plans. 17.This comment has been withdrawn as a traffic study was previously submitted. 18.This comment has been withdrawn as the size of the project does not require fire flow calculations. 19. The following are the correct parcel numbers and the exhibits to the applications have been revised appropriately: 07/29/16/00000/330/1200 07/29/16/90126/004/0290 07/29/16/90126/004/0300 07/29/16/90126/004/0010 07/29/16/90126/004/0020 If you have any questions or comments concerning these items, please call me. Thank you. Sincerely, Jayne E. Sears Legal Assistant js encls. #388785 v1 - Boos/Drew/Kurleman Ltr ORIGINAL RECEIVED NOV 0 2 2006 PLANNING DEPARTMENT' CITY OF CLEARIWATFR 0 Clearwater October 30, 2006 E. D. Armstrong Iii, Esquire Po Box 1368 Clearwater. F133757 • CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER.COM VIA FAX: 727-441-8617 RE: FLD2006-10058 -- 205 N BELCHER RD -- Letter of Incompleteness Dear E. D. Armstrong Iii, Esquire : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2006-10058. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. `. Underground fuel tanks are not permitted in Office (O) or Low Medium Density Residential (LMDR) zoning designations. Revise. Deliniate on site plan future zoning and land use requests. Revise. Show all required setbacks on site plan per Section G. Revise. Show on site plan the location of all outside mechanical equipement and the required screening per Section G. Revise. Show the location of all outdoor lighting per Section G. Revise. 6. Provide the Floor area ratio (F.A.R.) per Section G. -%7'' Provide a tree inventory per Section F. A tree preservation plan was provided but not an inventory with the tree conditions. Provide color elevations including canopy and fuel tanks labeled east, west, north, south not right, left etc. and a reduced set. Provide foundation plantings on the facade facing Drew Street. /Dimension all interior landscape islands. J-! andscape plan needs a north arrow and scale. Provide appropriate irrigation notes on landscape plan per Section H. Dimension all required perimeter landscape buffers per Section H. 14. Provide side slopes and bottom elevations of retention area on landscape plan per Section H. Indicate quantities and species on the plan, this is in addition to the plant schedule provided. 16. Required interior green space of 2256 square feet is required and it appears that less than 150 square feet is provided? Per Engineering a Traffic Impact Study is required per Section K. Fire Flow calculations are not included with the application per Section L. It appears exhibit A is missing a parcel. 07/28/16/90126/004/0300 does not appear in the tax records? Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by Thursday, November 2, 2006 @ Noon. Letter oflncompleteness - FLD2006-10058 - 205 N BELCHER RD 'Clearwater October 30, 2006 CITY OF CLEARWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W. MYCLEARWATER. COM If you have any questions, please do not hesitate to contact me at 562-4567x2504 or Scott.Kurleman@myclearwater.com. Sincerely yours, Scott Kurleman Planner II Letter of Incompleteness - FLD2006-10058 - 205 N BELCHER RD (?- re L 2 ? f NORTH b 0 !0 SCALE 1" = 40' - 0" I ?C 11?: I I I I I I .I I ? I I I o I I I ?., 1 v I I I :: ?g I 1 0 ® \ v ? ?'olo olol? O ? I ? u! 0 1 m i I I 1 0 + I I I ++ • I?o?o '?o?l \ • • ---------- / ED C-L NAW PRO - 7 11 CONVENIENCE STORE PROXCTLOCATION: BOOS DEVELOPMENT 2212 BELCHER ROAD 2651 McCORMICK DRIVE CLEARWATER, FL. 33765 ICLEARWATER, FL. 33759 SHEET NAME. LANDSCAPE PLAN 6 ...6 d9 I?,- Sv ??- v t 0 W C= LU > W C 3 Z o I 0 0 0 • Existing billboard on site. • Subject site at the northeast corner of Drew Street and Belcher Road. ! 0 } Existing Used Car Sales Lot. (Vehicle Sales and Displays) 0 • Aff' -Won f . AO. j - r ill P 1, J If. I? 1 INL L _11t, $7, 404.0 41. 'd r. ?' i r7 40 w •? +! w T s 40 A .1 ,? W 40m " ? # P, -- r ?? ., Affia- A erial Map Owner. Alice H. Nisk & Ronald P. Nisk, As Trustees of Case: FLD2006-10058 the AliceH. & Ronald P. Nisk Trust, dated 11/26/91 Sites: 2212, 2214, & 2212 Drew Street, 213 N Blelcher Property Avenue & 2205 Norman Drive Size Acres : 1.09 Atlas Page: 281 A PINS: 07-29-16-90126-004-0010 07-29-16-90126-004-0290 07-29-16-00000-330-1200 07-29-16-90126-004-0020 07-29-16-90126-004-0300 SAPlanning Department\C D B\FLEX (FLD)\Pending cases\Up for the next DRC\Belcher Rd 205 7 Eleven (C,O,LMDR) 12.7.06 DRC SK\Map Request\Map Request Form.doc 0 • FLINT LGCK ??' ?9 ? ?. ..? ,, ! ? 1 0 8 . P ••• ? •- - • '. • ?.. S X0 ?.? : :i:~:::••.:::1 Q GRAND AVE •:WEAVER PARK DR •.• i„••-..; .•. N' E . .? ?\ cameos to Aic':??'- ?• mambavnr .. i ' •E' ' . } i QTY OR .o?•. r .. __... _. ST SIARKEY '?.'.'•. .:-.n .: ?• . a? RD 0 A K MCKINLEY ? ,Y:..•..+ `•s? Yi '..:; RI3A +('?i:'?:.?, .::::: '. . ?,.. ry' •NOp4,e1i.:':.:,nR•.....:?::L .? •:Yr:ivi: DREW ST ? - C.R. DREW Si ` a a PROJECT SITE QLVELAND GT 0 Y:: •• •(u p .. ::'.' `. z a 3 a W : :?iiS7ivACID ' _ _ r w a 0 ST v O z tt O rc z a ¢z¢ NASH < g < WH TMAN ST < ¢? WHHiAAN ST DR i z CHAUCER ST $j CNAU CER ST wMELLU Q L f SiELLEY ST LVRNELL SHELLEY SL S O TO SAY tlLVU. SR 50 GUl TO DAY BLVD RO S 8 ¢ OO -?'>f O .• , l m O R 80 f 0 •••1 r.•'.? RD "Y 0 FU Location Map Owner. Alice H. Nisk & Ronald P. Nisk, As Trustees of Case: FLD2006-10058 the AliceH. & Ronald P. Nisk Trust, dated 11/26/91 Sites: 2212, 2214, & 2212 Drew Street, 213 N Blelcher Property Avenue & 2205 Norman Drive Size Acres : 1.09 Atlas Page: 281 A PINS: 07-29-16-90126-004-0010 07-29-16-90126-004-0290 07-29-16-00000-330-1200 07-29-16-90126-004-0020 07-29-16-90126-004-0300 SAPlanning Department\C D B\FLEX (FLD)\Pending cases\Up for the next DRC\Belcher Rd 205 7 Eleven (C,O,LMDR) 12.7.06 DRC SK\Map Request\Map Request Form.doc i • ? 31 :: ...ot:'? .:?n?,•::• •:?:?°+'•'•: ?:':?::-. ?(N7:?' :.tv:•:: sue. lam, : • ' ?? • ' a . ?? ':::: •::aa: ?: ?: `-::? ::fie:;;::.:." .: ?sa:?'::??: ??': •:..:.::...•,...:.•.:..?.::..?;1...: ?D.•: ?. •: ?s:.., ?: I :' M:::::..:;:: ? ::.:•: ? -. .... .. :: •1•??;:::::•2.:i; •;::3:::' .?:4?:'•? '.?: ?:' :?: ::'.?.;:;: .i; 7; ?: :::&:? i• .:H::.. ':?:t0::i '?::1t:::: _'t2::: . c `? : .,:fi ':"!?' •" ?' :': : ', ? ' .ro:. ry . a .. . ;: • t :g :i. ' i • ? ':?•:::: ?:?r?.:a:; ?:."•,.b::'.:: ':'::?::: '::s,.::?'•'•`?:Z?•::.?::;:.:&:::.:.•.:;;:"s•._:::•.:..na:::"? 213 6 ;:.y: .:..• 28 27 1 26 25 24 23 i 22 1 % :•:N •':':,?•: •: ::::'.: ;` N ....:•:: C•':'y::? H I I /i:, ?v, w ?j 1 21 i 20 I g DREW ST m N N N N N C niD1 W 125 = zaroa V W 1.01 Ac(c) 17A3 :..:::.•::•::::. m Z` 1 .81 Ac(q 172 W 71/05 7.5 Aclcl I nroa aroa 0 16 129 2.44 Ac Zoning Map Owner. Alice H. Nisk & Ronald P. Nisk, As Trustees of Case: FLD2006-10058 the AliceH. & Ronald P. Nisk Trust, dated 11/26/91 Sites: 2212, 2214, & 2212 Drew Street, 213 N Blelcher Property Avenue & 2205 Norman Drive Size Acres : 1.09 Atlas Page: 281 A PINS: 07-29-16-90126-004-0010 07-29-16-90126-004-0290 07-29-16-00000-330-1200 07-29-16-90126-004-0020 07-29-16-90126-004-0300 S:\Planning Department\C D B\FLEX (FLD) \Pending cases\Up for the next DRC\Belcher Rd 205 7 Eleven (C,O,LMDR) 12.7.06 DRC SK\ Map Request\Map Request Form.doc • 0 314: ..:nr::•::: '_::?i?:-::' .: x?r::::.:•?' •-.tv:.. " ?,_. ,..N;.::: '. ' • . .}':' l:;iB.,,.;,;: =.=..1.,--:' -.,':i. i:;:1-;;.' '=:2.'!i: '{.3cc;} {;'r4::': ''?-;: i:•'r:: ?''.,'?' ?• :xm ?31tr `.• 2 ':?::•c?: G?Ar;i DR. .. . . : : . SFR ..:.•.222.: •:: ??:?:?:-':::ii': ?" ?.::•:::?:?` •:'::::i?. ••:"':?::ii?::?::•::?:??:' . . •: •. •:::x:::::.:-10:;:; ::74:: :?i:'" 13 .:.... ... .. ... .. ... ... .. ... . :;.1 SFR :"? "•":':" : .:::::.: : '. .::' ? . . . . .:•{.;..;•..: ? 213 •:•:•'.:. :1 ':.:&::`:•• -•:..7:_:.? • :;::'&:•:::? '::::9•.:::'::': ??:_::;. ? l?• :may 5 ? ::: ....: .:.:....1 D 1 . - . '. % .:.°,':::1: • ;:: 25 24 23 1 22 I 1 21 2o :'::?::":::':':,::::•. OFF :;" i2:::::"'''i" ::':•.: OFF R /1 11 1 N 50 50 q? ?y / N DREW ST 50 m m n m N N 12 5° R/ G N ASS N Q CG W scH z = z 1 J 1.81 Actc1 11:0] W , 172 ?r 50 6 1TA5 I aroa nms 7.5 Ac 1c1 160 129 2A4 Ac Future Land Use Map Owner. Alice H. Nisk & Ronald P. Nisk, As Trustees of Case: FLD2006-10058 the AliceH. & Ronald P. Nisk Trust, dated 11/26/91 Sites: 2212, 2214, & 2212 Drew Street, 213 N Blelcher Property Avenue & 2205 Norman Drive Size Acres : 1.09 Atlas Page: 281 A PINS: 07-29-16-90126-004-0010 07-29-16-90126-004-0290 07-29-16-00000-330-1200 07-29-16-90126-004-0020 07-29-16-90126-004-0300 S:\Planning Department\C D B\FLEX (FLD) \Pending cases\Up for the next DRC\Belcher Rd 205 7 Eleven (C,O,LMDR) 12.7.06 DRC SK\Map Request\Map Request Form.doc • r FLD2006-10058 205 N. Belcher Road 1/2/2007 Existing Car Saks Lol x%itli a zero 1-1-011( Setback. Esistuig Used Car Sales Lot. (Vehicle Sales and Displays) Evsting office building at the extreme southeastern portion of the parcel. 0 I y 5 I-i L w Street scene on Drew Street looking east. •- y Rear of 2205 Normwi Drive. E Existing signage on building. Existing office building on the Office parcel. 2 0 Front of 2201 Norman Drive. Street scene looking south on Belcher Road. Street scene on Norman Drive looking east. Existing billboard on site. • Subject site at the northeast corner of DreiN Street and Belcher Road. Existing freestanding sign. • Existing billboard on site. Existing freestanding sign and attached signage. • r Subject site at the northeast corner of Drew Street and Belcher Road. Southwest corner of Drew Street and Belcher Road. C Southeast corner of Drew Street and Belcher Road. Northiiest corner of Drew Street and Belcher Road. 17 F • PaN ement at subject site. Residential site which will abut the next use. • Rear of 220 Norman Dri%e. 6 0 0 Existing office building at the extreme southeastern portion of the parcel. _ _ ..I. I / «LLIL11MO ANN I ¦?I i 1 I Ill ll DREW STREET IC.R. 5281 i m I I? RECEIVED DEC 14 2066 PLANNING DEPARTMENT CITY OF CLEARWATER W u tl/.I eA"iIA?wL? ¦ aLU c WAX } } f } f IMALI Ir•A N t B10m1/IAIDMY/[ AI%WX O W M WAYAC a ASSMARL WL I W?NfiN NO ]N 6 LAR 406 ? i ? ?IIIe Mu. . w TIS-rose re. I YRI'61'E 57 1 L LR AoaloL ?CLEARM ML L 3 !0 . J-- ------ ------- "Mf6 R 07 ' ?/1 ?35? I r 1 nWMMMMKNsINK1 1 • wslWo INFIRM t-r (CaWM / AF-/ (C0AR1) (OIWICE) ; 1111 INO'04113) Z24M *r (COAIKIOAL) / OADq /'0' (WAM I I L pole w Y WITAL SAM 1 1 l WILCM UK FATAL SAM I 1 1 a mMl AN AM a,eaK A (1AIAAL) 1 ) All I- K L KIMOR gFloff 3LW TO "AMTOIT *IN" ( 1 ILCO IC }ARADIT coom 1 I 1sLWC m WLLDWO ((RRTTII)) ILW TO PALD01T (MdIM) FLOW TO RADW (011.1" 1 I lo' Q Iaw m •ARApIT (WAOT) 1 I r?fl'R i 14AW TO LJ<AD Q A Of ) 1 W" . ? .u W lW m ?AgMIT y......) rNw Iolw TO LWLOMO (NOIM) - - 1 1 7. f MAX Mlg1T !C MAX i I peopo MOCL'D LDL NLWT LY-It/ 1' W ALIT L ALL LLLILm OHIO AMM II101T-O-1MY LULL K comm. •? 1 2. ALL UNUM OM MYI WIT E PftVkW AND AOLAOO MW CAA LKMLIL MO LAIOMMIO TO M%H BEANO CODlllolA /LPL r r . /n 6ML0m20iWIQO LLO Rooo mL x, AWOpD W ML WII • r -- IAl WDoo MYNA MW R LW 001111UA um PANEL WIYI 1700110 ND 121139 LW KWY CAN R VIDYa L 30W ?? Ifil ? "I 117 1 I : WY - -?'l? ? W • D1Om IT MA C /mDl/l BEILMCI' YNIAL7O/T AmlC1'. It. rAALa A[CtLY R Lt Mb .V AIA?a j _ A TOOL 1R FAA 41A N V (IN AC) NALK L' (IA AQ 1®V IF. - - L /TAL OBI !AR ILOWAO 1T (LN Ag IVNA IF (n10 AQ LIMO V. ow 0L ILL) C LLii 1 CIO'I IOOIIUT I= O (LU AM awA I (LIK AM (LI/ (AL) L axw" II No AAA WI.MI.74 IF (LI1 AC) 711Km ! (00W AC) - L ITN. womm Al" 0.7104 O (011 LL no 216MA ! (om LL 1» 111.8" If (an K FAIL) r. }ALMA IPAMI N/A M VAm (3 IAN811DP) (w Ih 01 MANN j (W AAM ww M VA= (O V'=.c' a !AIIIA AAA 21m" A - L MILY UMM FAA a11W or. 000 LGIUR V. (N o M A 001L6DL7K IM PACKAK ML K LALRim =0 A OAIIAR Wo' ARUCAYDL IC MLA ARE W O/1W VaIWA LY UN OX WAS (11I !IL M MW LULL K A 1/MAA GF 1 R. W11701TAL O/MANR PIMM TK mK A AIL LoaAWO m WOIOOL 0osv"Lc 1O1a IL IDOIMCIL OWAP WIT ML K LOCATm ON iml[ NOW. NO COIML91MY SO11111240) fNCL MGM V MY ND MAmIT AM7 Iml, KEITH ZAYAC & ASSOCIATES, INC. (11:'1.111-1 88 0l ENT£SE- E.S- 5AFETY H-0- -5 W W W.IIAITMWAYAC.CCI C LV Y CZ? L >a C QUO Ua z V a m o? z 8 gy ? U g @ ? 3 d s of ISSUED FOR PERMITTING ONLY I errt 4 OF 7 GENERAL NOTES: ,. aws tm Rut sv ws Aa was q m®w.m w.,osa P s arwrt o w®. o ,YYPYR mRRw A: twmlat swa lOm1 s u,YStia, uY ae T-PRwt oPwovs ,uxuts. a rmr gyn. mRRwP mR,rot uo ww tl a Rs rm A m•RimY qc n wsr m Y,•amt um maeosm, o ut PPC m s t®m aca v eTSp PA S rvon®o wn?wa om iR ••mmrnoY rw?oRO A PR Y ROYL l T00! R VO IPRa d IY RaRr q YaWP. rRntm VD PP[ rm YrwlTr•! OAIIR 0. mpR?Oadi P aYG RR Y0 ROCI ? R •CT PtYtA m ? mmw rm m• o tP®Y a wa® w wrsrama PPmOR v IYi Yom atwra IRR a A ma o COgI a o,R m ris o mrw rrR uP r•o• rus n r®r as PRUS ID rev v tYweo r•o. woo T. R mm co,rm/PSNRC v rRr v avPV v mas var w CiYwYI. RR ryP. a r m s•v mrm oYa tYt® rut aY tR®, .ut v Pwmi R urt tovcsq •oPa n,a cawa wRtmt n ?-PRPt a awu?Rr,r. a rm t®eo? aV uc PR m uf•n Yac es 10R a . •. .? IYg1YW YL mm. • .• wuttR. i wOMiR R R P9C,m wpi .? itasia ttl tl tee R tarsi. t0i ,n sac ID mat e : r rm snmR nmm q rsR uo w•tmAt Pa rum u. q P?•atRA Bw?TYt r i Y° r?iv urmm >Su Rma?O. wm?O i ? u®®m mwmYa ,uran xx 1 ®PoPq •ut r . r . u• .rmri ttv Ym m Pas E8' ®unm nnoo ./ o a/r ,mu. • 1 1/Y ®? YOIn rtwr R ,• n ae 4P aW11 (.1 0161WI RIR 411 AP ! ?Y Rq ® PIOQ YRIPP r®R IIaR PPLTa (?Y} 1W r-r ®NmY. iYL tR r®E•1P 01/• Kml. . R Ym l/r f?Ri??OIt OYY?9?PO CA.RPm VVn ev • r omonta, W+n1 Yt YIR I/Y 1rrlY0R.QrmYtf wtmlm• P-? uY ? rov m r/ ®ms r®ou.i s?ys--ir ®'oc®•/'vr'aa?irot?di nl aa.m'r n ,tmt ttAO tl oc q P.,b v wm • R-,• . Vr •qm, rum Rl t•A•R •O,m Y PR uf.!). TOP PYA .a0 ?! W!-rY MPY fiL d< O?It YiCt_'r!>•tllplEOUS WALL TYPE KOM& t I0? IR6 nlml Or q YR mY a ORR?R r R Yq?l?m®? WPC R? dq AC q qAl AlsRto ID PRYt rprml. G W A tLTm iO r!W q 0. tIL ra t4aG um aa® ••C1twP R® OD Y lPe,Oa ?a .YI-aY sYID I(BY NYI'ES: O WYt N?ri?m4iYVr?TVlt a•YYn ? i?PR a WQ W A W It• q rm P•ItlQ /? B i1P q w? 4 PR N ,YPi TYR YPP( 0.' 0 1®®1pTY IR rOQ ,PR w. R PO® ROR.O. O q/® ttR li ®naa•. A ctllR dm - W A na © liaR i q •faRT w04 ?• rRra tmt R. r OuPm a••I,) Pc om aYa tl ut oWa r¢ o® w,o ID o , yr:, ur a ur. ooQ r-YO Rn T? I?rt? V ORYItl R InaYR tYL R. R. PL OPtPI m. R. caeca R?r?A SilRltyY gi?Peph _ aoPmA? r? oaamt oRUr. Q tRa ut Peb Door R r m tame m Aa ormrR moon Q aawwm mwa m m A w wa SICNACG ® mn Taaa ® Mlaf TaCR ® SAP! ? mY?R aMOr00 P¢T xon W AthllRi woge?. ItlYR IV7 , LAN ? a: tH'-t - Page 1 of 1 r? • http://msb-gis-int/output/Zoning_MSB-GIS-INT3308212898.j pg 10/30/2006 Pinellas County Property Appro r Information: 07 29 16 90126 004 0290 Page 2 of 4 -? 07 / 29 / 10 / 9012.4 / 404 / 0290 30-Oct-2006 Jim Smith, CFR Pinellas County Property Appraiser 16:07:18 Ownership Information Hon-Residential Property Address, Use, and Sales RISK, ALICE H THE OBK: 07949 OPG: 1861 RISK, RONALD P THE 2380 CAMPBELL RD CLEARWATER FL 33765-1503 EVAC: Non-EUAC Comparable sales value as Prop Addr: 2216 DRE W ST of Jan 1, 2006, based on Census Tract: 267.03 sales from 2004 - 2005: 0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 4 /1,989 6,969}1,629 75,000 (Q) I 1956: Book 041 Pgs 009- 0 /0 01 0 0 { ) 0000: Book Pgs - 0 /0 01 0 0 { ) 0000: Book Pgs - 0 /0 01 0 0 { } 2006 Value EXEMPTIONS Just/Market: 102,600 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 102,600 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 102,600 Agricultural: 0 2006 Tax Information District: CTF Seawall: Frontage: Clearwater Fire View: 06 Millage: 21.4553 Land Size Unit Land Land Land Front x Depth Price Units Meth 06 Taxes: 2,201.31 1) 47 x 140 10.00 6,580.00 S Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2006 taxes will be 5) 0 x 0 .00 .00 2,201.31 6) 0 x 0 .00 .00 Without any exemptions, 2006 taxes will be 2,201.31 Short Legal TEMPLE TERRACE iST ADD BLK D, E 47FT OF LOT 29 Description Building Information http://pao.co.pinellas. fl.uslhtbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=07+29+16+... 10/30/2006 Pinellas County Property Apprip r Information: 07 29 16 90126 004 0290 Page 3 of 4 Property and Land Use Code descriptions 07 / 29 / 10 / 90120 004 / 0290 :01 30-Oct-2006 Jim Smith, CFA Pinellas County Property Appraiser 16:07:18 Commercial Card 01 of 1 Improvement Type: Offices Property Address: 2216 DREW ST Prop Use: 333 Land Use: 19 Structural E1E3ments Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block/Stucco Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Flat Roof Cover Built Up/Wood Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Plastered Direct Total Units 0 Heating & Air Heating&Cooling Pckg Fixtures 2 Bath Tile Hone Electric Average Shape Factor Rectangle Quality Average Year Built 1,958 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Are!.-as Description Factor Area Description Factor Area 1) Base Area 1.00 660 7) .00 0 2) Canopy .25 88 8) .00 0 3) .00 0 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Camm(-- rclal Extra F4Batllr(-- s Description Dimensions Price Units Value RCD Year 1) ASPHALT 10X250 1.75 2,500 4,380 4,380 999 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 4,380 Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=07+29+16+... 10/30/2006 Pinellas County Property Apprv Information: 07 29 16 90126 004 0020 Page 2 of 4 • Y 07 / 29 / 10 / 90120 / 004 / 0020 30-Oct-2006 Jim Smith, CFA Pinellas County Property Appraiser 16:32:39 Ownership Information Residential Property Address, Use, and Sales HISK, RONALD P THE OBK: 07903 OPG: 0886 HISK, ALICE H THE 2380 CAMPBELL RD CLEARWATER FL 33765-1503 EVAC: Non-EVAC Comparable sales value as Prop Addr: 2205 N ORMAN DR of Jan 1, 2006, based on Census Tract: 267.03 sales from 2004 - 2005: 154,200 Sale Date OR Book/Pa ge Price (Qual/UnQ) Vac/Imp Plat Information 5 /1,992 7,9031 8 86 54,000 (Q) I 1956: Book 041 Pgs 009- 0 10 O1 0 0 4 ) 0000: Book Pgs - 0 /0 01 0 0 ( ) 0000: Book Pgs - 0 /0 01 0 0 { ) 2006 Value EXEMPTIONS Just/Market: 128,200 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 128,200 Institutional Exem: NO Tax Exempt %: .000 Historic Exem; 0 Taxable: 128,200 Agricultural: 0 2006 Tax Information District: CTF Seawall: Frontage: Clearwater Fire View: 06 Millage: 21.4553 Land Size Unit Land Land Land Front x Depth Price Units Meth 06 Taxes: 2,750.57 1) 75 x 100 1,050.00 75.00 F Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 . 00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2006 taxes will be : 5) 0 x 0 .00 .00 2,750.57 6) 0 x 0 .00 .00 Without any exemptions, 2006 taxes will be 21750.57 Short Legal TEMPLE TERRACE iST ADD BLK D, LOT 2 Description Building Information http://pao.co.pinellas.fl.us/htbiri/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=07+29+16+... 10/30/2006 Pinellas County Property Apprer Information: 07 29 16 90126 004 0020 Page 3 of 4 i Property and Land Use Code descriptions / ' 07 1 29 / 16 / 90126 I 004 1 0020 :01 30-Oct-2006 Jim Smith, CFA Pinellas County Property Appraiser 16:32:39 Residential Card 01 of i Prop Use: 220 Land Use: 08 Living Units: 2 Imp Type: Duplex/Triplex Prop Address: 2205 NORMAN DR Structural E1$msnts Foundation Continuous Wall Floor System Slab on Grade Exterior Wall ConcBk Roof Frame Gable-Hip Roof Cover B U Tar&Gravel/Othr # Stories i.0 Floor Finish Crpt/Unyl/SftWd/Terr Interior Finish Drywall/Plaster Quality Fair, Year Built 1,957 Effective Age 25 Heating Central Duct Cooling Cooling (Central) Fixtures 6 Other Depreciation 0 Functional Depreciation 0 Econonomic Depreciation 0 S11b Arras Description Factor Area Description Factor Area 1) Base Area 1.00 1,392 7) .00 0 2) Utility .35 30 8) .00 0 3) Open Porch .20 257 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Rssidsntial Extra Fsatur?es Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=07+29+16+... 10/30/2006 Pinellas County Property Appr r Information: 07 29 16 90126 004 0300 Page 2 of 3 07 1 29 10 90120 1 004 1 0300 30-Oct-2006 Jim Smith, CFA Pinellas County Property Appraiser 16:30:14 Ownership Information Uacant Property Use and Sales RISK, ALICE H THE OBK: 07949 OPG: 1861 RISK, RONALD P THE 2380 CAMPBELL RD CLEARWATER FL 33765-1503 EVAC: Non-EUAC Comparable sales value as Prop Addr: 0 of Jan 1, 2006, based on Census Tract: 267.03 l f 2004 2005 sa es rom - : 0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 0 /0 01 0 0 { } 1956: Book 041 Pgs 009- 0 /0 01 0 0 { } 0000: Book Pgs - 0 /0 01 0 0 { } 0000: Book Pgs - 0 /0 0/ 0 0 { ) 2006 Value EXEMPTIONS Just/Market: 89,300 Homestead: NO Ownership % .000 Govt Exem: NO Use ": .000 Assessed/Cap: 89,300 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 89,300 Agricultural: 0 2006 Tax Information District: CTF Seawall: Frontage: Clearwater Fire View: 06 Millage: 21.4553 Land Size Unit Land Land Land Front x Depth Price Units Meth 06 Taxes: 1.915.96 1) 75 x 140 10.00 10, 500. 00 S Special Tax 00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2006 taxes will be 5) 0 x 0 .00 .00 1,915.96 6) 0 x 0 00 00 Without any exemptions, 2006 taxes will be ; 1,915.96 Short Legal TEMPLE TERRACE 1ST ADD BLK D, LOT 30 & W 14FT OF Description LOT 29 Building Information http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=07+29+16+... 10/30/2006 Pinellas County Property Appr r Information: 07 29 16 90126 004 0300 a z Property and Land Use Code descriptions / 07 / ! 29 / 16 / 90126 I 004 0300 Page 3 of 3 30-Oct-2006 Jim Smith, CFA Pinellas COunty Property Appraiser 16:30:14 Vacant Parcel Property Use: 000 Land Use: i0 Vacant Extra Fcatur?s Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Pinellas County Property Appraiser Parcel Information Back to._Search Page An explanation of this screen http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=07+29+16+... 10/30/2006 Pinellas County Property Approf r Information: 07 29 16 00000 330 1200 .Page 2 of 4 07 / 29 / 16 / 00000 / 330 / 1200 30-Oct-2006 Jim Smith, CFA Pinellas County Property Appraiser 16:06:54 Ownership Information Non-Residential Property Address, Use, and Sales RISK, ALICE H THE OBK: 07949 OPG: 1861 RISK, RONALD P THE 2380 CAMPBELL RD CLEARWATER FL 33765-1503 EVAC: Hon-EUAC Comparable sales value as Prop Addr: 2212 DREW ST of Jan 1, 2006, based on Census Tract: 267.0 3 sales from 2004 - 2005: 0 Sale Date OR Book/P age Price (Qual/UnQ) Vac/Imp Plat Information 0 /0 01 0 0 ( ) 0000: Book. Pgs - 0 /0 01 0 0 ( ) 0000: Book Pgs - 0 /0 01 0 0 ( ) 0000: Book Pgs - 0 /0 0/ 0 0 ( ) 2006 Value EXEMPTIONS Just/Market: 225,000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 225,000 Institutional Exem: NO Tax Exempt: .000 Historic Exem: 0 Taxable: 225,000 Agricultural: 0 2006 Tax Information District: CTF Seawall: Frontage: Clearwater Fire view: 06 Millage: 21.4553 Land Size Unit Land Land Land Front x Depth Price Units Meth 06 Taxes: 4,827.44 1) i00 x 140 14.00 14,000.00 S Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 . 00 . 00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2006 taxes will be : 5) 0 x 0 .00 .00 4,827.44 6) 0 x 0 .00 .00 Without any exemptions, 2006 taxes will be 4,827.44 Short Legal W 150FT OF S 190FT OF SW 1/4 OF SW 1/4 LESS Description RDS Building Information http://pao.co.pinellas. fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=07+29+16+... 10/30/2006 : Pinellas County Property Appr Information: 07 29 16 00000 330 1200 Page 3 of 4 e 0 Property and Land Use Code descriptions 07 129 / 10 1 00000 1 330 1200 :01 30-Oct-2006 Jim Smith, CFA Pinellas County Property Appraiser 16:06:55 Commercial Card 01 of 1 Improvement Type: Retail Store Property Address: 2212 DREW ST Prop Use: 339 Land Use: 27 Structural E1?mcnts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Conc Block/Brick Height Factor 0 Party Wall Hone Structural Frame Masonry Pillar&Steel Roof Frame Gable & Hip Roof Cover Corrugated Metal Cabinet & Mill Hone Floor Finish Asphalt Tile Interior Finish Drywall Total Units 0 Heating & Air Heating&Cooling Pckg Fixtures 5 Bath Tile Floor + Half Wall Electric Average Shape Factor Rectangle Quality Average Year Built 1,967 Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Arras Description Factor Area Description Factor Area 1) Base Area 1.00 J,052 7) .00 0 2) Garage .40 224 8) .00 0 3) .00 0 9) .00 0 4) .00 0 10) 00 0 5) .00 0 11) .00 0 6) 00 0 12) .00 0 omm s r c i a 1 E x t r a F e at ur s Description Dimensions Price Units Value RCD Year 1) ASPHALT 11000SF 1.75 11,000 19,250 19,250 999 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD VALUE: 19,250 Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=07+29+16+... 10/30/2006 Pinellas County Property Appr r Information: 07 29 16 90126 004 0010 Page 2 of 4 4 o 07 / 29 1 10 1 90120 1 004 1 0010 30-Oct-2006 Jim Smith, CFA Pinellas County Property Appraiser 16:24:06 Ownership Information Non-Residential Property Address, Use, and Sales NISK, ALICE H THE OBK: 07949 OPG: 1861 NISK, RONALD P THE 2380 CAMPBELL RD CLEARWATER FL 33765-1503 EVAC: Non-EVAC Comparable sales value as Prop Addr: 213 N B ELCHER RD of Jan 1, 2006, based on Census Tract: 267.03 sales from 2004 - 2005: 0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 5 /1,991 7,571/1,397 110,000 (Q) I 1956: Book 041 Pgs 009- 0 /1,972 3,815/ 226 20,500 (Q) I 0000: Book Pgs - 0 /1,970 3,660/ 87 20,500 (Q) I 0000: Book Pgs - 0 /0 01 0 0 { } 2006 Value EXEMPTIONS Just/Market: 150,000 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 150,000 Institutional Exem: NO Tax Exempt; .000 Historic Exem: 0 Taxable: 150,000 Agricultural: 0 2006 Tax Information District: CW Seawall: Frontage: Clearwater View: 06 Millage: 21.7640 Land Size Unit Land Land Land Front x Depth Price Units Meth 06 Taxes: 3,264.60 1) 90 x i00 10.00 91000.00 S Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2006 taxes will be 5) 0 x 0 .00 .00 3,264.60 6) 0 x 0 . 00 00 Without any exemptions, 2006 taxes will be 3,264.60 Short Legal TEMPLE TERRACE 1ST ADD BLK D, LOT i Description Building Information http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=07+29+16+... 10/30/2006 Pinellas County Property Appr r Information: 07 29 16 90126 004 0010 Page 3 of 4 Property and Land Use Code descriptions 07 I 29 1 10 1 90120 I 004 1 0014 :01 30-Oct-2006 Jiro Smith, CFA Pinellas County Property Appraiser 16:24:07 Commercial Card 01 of i Improvement Type: Res Comm Use Property Address: 213 H BELCHER RD Prop Use: 330 Land Use: 17 Structural E1sm?nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block/Wood Height Factor 0 Party Wall Hone Structural Frame Hone Roof Frame Gable & Hip Roof Cover Built Up/Composition Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Paneling Average Total Units 0 Heating & Air Heating&Cooling Pckg Fixtures 3 Bath Tile Wall Only Electric Average Shape Factor Rectangle Quality Average Year Built 1,958 Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Arras Description Factor Area Description Factor Area 1) Base Area i. 00 1,560 7) . 00 0 2) Open Porch .15 172 8) .00 0 3) .00 0 9) 00 0 4) 00 0 10) 00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Commsrcial Extra Fcaturs Description Dimensions Price Units Value RCD Year 1) ASPHALT 9X250 1.75 2,250 3,940 3,940 999 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 3,940 Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas. fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &r=&s=1 &u=0&p=07+29+16+... 10/30/2006 m i11- kr , I14ST 4 92-•iR3944 JUN 25r 1992 11112M PINELLAS COUNTY FLA. ., _ FEE 0IMRLr ME 3D arr• .fir?L . L11< 7Y+) , pa 1061 ?urnL t ° "3 THIS ['EI7 9%MPLE DEED, made and executed this 3rd day of January; -?lGe??tlbe?r--1?39a-r by R•I+ICE H. NIOx ("Grantor" ) , whose post office 1992 address Lot 2380 Campbell Road, Clearwater, Florida 34625, and ?Lom ALICE n. NXSIC and RONALD P. NISX, as Truataea of tlto ^ALICE H. HISH ?? RZV0aABLM wntj9T,^ created under agreement dated November 26, 1991 (collectively, "Grantee"), whose post- ofCice address is: 2300 Campbell Road, Clearwater, Florida 34625. (Whmrever used herein, the terme "Grantor" and "Grantee'' include all the parties to thin instrument and the heirs, legal representatives, and assigns of individuals and the successors and assigns of corporations.) That Grantor, for and in consideration of the sum of Ten I3ollars ($10.00) and other good and valuable consideration in hand paid, this receipt and sufficiency of which are hereby acknowledged, has granted, bargained, sold and conveyed unto Grantee forever, the following described real property (the "Property"), located in Pinellae County, Florida, more particularly described as follows: REAL, PROPERTY DESCRIBED IN 32UL '.!''_'. ATTACHED HERETO AND MADE A PART HEREOF. THE PROPERTY CONVEYED HEREBY IS NOT HOMESTEAD PROPERTY. SUBaSC-T TO r . restrictions, reservations and easements of record, if any, I ad valorem taxes for the current year and subsequent year TOGETHER wit_- all and singular the tenements, hereditaments and appurtenances thereto belonging or appertaining, and every right, title or interest, legal or equitable, of Grantor, of, in and to the same. TO HAVE AND TO HOLD the same in fee simple forever. Full power and authority is granted by this Deed to Grantee to protect, conserve, sell, lease, encumber, mortgage or otherwise manage and dispose of the Property or any pamo of i in no case shall any party dealing with Grantee in relation to the Property be obliged: (a) to see to the application of any funds paid or advanced on the Property; (b) to see that the terms of the trust agreement have been complied with? (c) to inquire into the necessity or expediency of any act of Grantee; or (d) to inquire into the terms of the trust agreement. Every deed or other instrument: executed by Grantee in relation to the Property shall be conclusive evidence in favor of every person relying upon or claiming under such instrument that: (a) at the time of its delivery the trust agreement was in full force and effect; (b) the instrument was executed in accordance with the terms, conditions and limitations contained in the trust agreement and is binding upon all beneficiaries under the trust agreement; (c) Grantee was duly ;authorized and empowered to execute and deliver every such instruments and (d) if the instrument is executed by a successor or successors in trust, the successor or Taxs nISTRUIMM PR::BF.A:ED 13Y taal:s 7V* ^T^:- _?? T4? s {?} ?Y`. ,`-Rj ti.' , t Tod A. TamargC, ngquirn ?',1:•,'.?? r+; i•_, +•',,}• elf, ?2?onamr Simmons, Aemkor, eanarE, r;j+'. ?,,/.•1,?• ml.! ?,? BGTkin, VX70 & 01HOLll, P,A. 1 t;..'?j• I? F. 0. Doc 1108 Tempo, Florida 33601 111 '• ?_' ?: 4 ? 1'` s , J="JMi. I UESLAKER, CLERK KARLEEN F. ? "1` RECORD VERIFIED BYt IF-M 0 D-0-4 PINELL.AS COUNTY FLA OFF.REC.9K 7749 PG lei 2 ; .. successors in trust have been appointed properly and vested with all the title, estate, rights, powers, duties and obligations of the predecessor or predecessors in trust. Any contract, obligation or indebtedness incurred or entered into by Grantee in connection with the Property may be entered into by Grant•ae in hie own name as trustee of an express trust and not individually. Grantee shall have no obligation whatsoever with respect to any such contract, obligation or Indebtedness excerpt only an far as the trust property and funds in the actual possessich of Grantee shall bd applicable to its payment and discharge, and all persons and corporations whomsoever and whatsoever shall be charged Noith notice of this condition from the date of the filing for record of this Deed. The interest of the beneficiaries under the said trust agreement shall be deemed personal property only. IN WITNESS WHEREOF, Grantor has caused this instrument to be executed and delivered the day and year first above written. SIGNED AND DELIVERED IN THE PRESENCE OFz r Pr rit Name: Denim V. Miles Pr t Name • Xi,sb lY J. Santalc As to Alice H. N ak AL 'CE H.• NISIC STATE OF FLORIDA. COUNTY OF PINELLAS he foregoin5 instrument was acknowledged before me this SM day of ?t 199.- . by ALICE H. NISK, who is personally known to me r w o has produced ariver'n ii coos as identification and who d d take an oath, .......... Stamp Names Laurie A. Murphy 1"' ?{, cYt p :: ' Notary Pub O MYrGapMlssulUC q?tlnCUi iCttu7iD9o4. ' sanoc+? ?uw nar?er ruwa unoceWenr?b (NO' A AT, :£iEAL) My commission e?Cp?xes at The••fol owing into==,ation is provided pursuant to Florida Statutes Section 669.02 (2) t Property Appraieerl9 parcel ID(tt Social security number(s) of Grantee(s) named in deed: /:rt/nick/doa? .mac 2. PXNEL.LAS COUNTY FLA. tMI_XIalT IIA,f OF . RCC, BK 7949 pa 1853 Being the West 150 feet of the south 190 feet of the Southwest 1/4 of the Southwest 1/4 of section 7, Township 29 South, Range 16 East, Lees Road right-of-way and all of Lot 30 and the West 14 feet of Lot 29, Black "D", First Addition to TEMPLE TERRACE as recorded in Pl'ht Hook 41, Page 9, of the Public Records' of said Pinellas County and more particularly described as follows: Beginning at a met concrete monument in the intersection of the Northerly right- of-way line Of Drew Street (State Road 11590, County Road 1161) J100 foot right-of-way) running thonv:- (1) along said line of Belcher Road North 00 degrees 01 minutes 19 seconds East 140.00 feet to a set concrete monument in line of land now or formerly of Lloyd King; thence (2) in part along sai" line of land of Lloyd King and in part along line of land now or formerly of Harry N. Wagner and in part along line of land now or formerly of O. Phillips, South e9 degrees 22 minutes 51 seconds East-3.75.00 feet to a set concrete monument in line of land now or formerly of G. Robert Wallacoj thence (3) along said line of land of G. Robert Wallace South 00 degrees 01 minutes 19 seconds West 140.00 feet to a set concrete monument in the said line of Drew Street; and thence (4) along the said line of Draw Street North e9 degrees 22 minutes 51 seconds West 175.00 feet to the place of Beginning. Said property also being described as follows: The Westerly 150.00 feet of the Southerly 190.00 feet of- the southwest quarter of Section 7, Township 29 South, Range 16 East, LUSS existing rights- of-way Eor Melchor Road and Drew Street, and, all of Lot 30 and the Westerly 14.00 feet of Lot 29, Block. "D" FIRST ADDITION TO TEMPLE TERRACE, according to the plat thereof recorded in Plat Book 41, Page 9, of the Public Records of Pinellas County, Florida. The East 47 feet of Lot 29, Block D, FIRST ADDITION TO TEMPLE TERRAC8, according to map or plat thereof as recorded in Plat nook 41, Page 9 of the Public Records of Pinellas County, Florida. rj&ra41 3 : Lot 1, Block D, FIRST ADDITION TO TEMPLE TERRACE, according to the map or plat thereof as recorded in Plat Bool: 41, page 9, Public Records of Pinellas County, Florida. Darnel 4• AN UNDIVIDED ONE-HALF (1/2) XVTEREST IN AND TO THE FOLLOWING: The Southerly 260 feet of the Northerly 510 feet of the Southerly 760 feat of 171 Township the South, Westerly t nge 16 East ?llessuthe Westerlyf100 Section thereof for right-of-way of US. Highway 19 South, lying and being situate in Pinellas County, Ficrida. Also described as: From the Southwest oorner of Section 17, Township 29 South, Range 16 East, East Section along 177nfor a dia anc'e of! 100 East fealong the et; thenceorun North line of 1003,04"said the masterly right-of-way line of U.S. Highway 19 South 'land parallel to the Westerly line of said Section 17) Ear a distande of 250 feet to the Point of Beginning; thence continue North 1003104" Eact 260 feet; thence run South 9B057102" Bast 300 feet to a point-; thence run South 1°03'04" West 260 feet to a point; thence run North 0605710211 West 300 feet to the Point of Haginning. p?rc 5: gn-exclusive easement for. vehicular and pedestrian traffic only . cyst. and across a strip of land running from the northerly line of ..? . •- PINELLAS COUNTY FLA. OFF i REC. M 7949 P13 V364 the property hereby conveyed to the southerly right-of-way line of Seville Boulevard in Pinellas County, Florida: From the Southwest corner of Section 17, Township 29 South, Range 1G East, run South He degrees 57 minutes 02 seconds East along the southerly line of said Section 17 for a distance of 100 feet r thence run North 1 degree 03 minutes 04 seconds Gast along the Easterly right-of-way line of U . s . Highway 111,9 (and parallel to the {4en terly line of said Section 17), 760 feet- to a pointl thence run South 08 degrees 57 minutes 02 seconds East, 280 feet to the Point of: Beginning of maid easementj thence continue South 88 degrees 57 minutes 02 seconds East, 20 feet to a point; thence run South 1 degree 03 minutes 04 seconde Weer-, 250 Feet to a points thence run North 08 degrees 57 minutes 02 seconds West, 20 rest to a point; thence run North 1 degree 03 minutes 04 seaonde East, 250 teat to the Point of Beginning of this easement. CCt/nicklingnl. in= 13 26230832 COS 06-25-92, 01 DEQ- RECORDING i TOTAL: CHECH ALIT. TINDERED, CHANGE: 09: 58:8 $19.50 -19.50 19.50 10.00 ... ........s.1 :,1ti ? L! tin. 11413T m 92--13503 +^ W !\ I?. t2.:\ 1V':1. Y I:t Ii: I'l., 1 PINELLAS POUNTY FI-A, ' 11r- F , rlrr. I Elh /90-S ii'r R136 Thin lint-t•ttflty tloud mttrlta t.11.11a Ill:h a.ly I'll' SOO', 10112 1I'v 91."ion P1.tchon rsnd Gitrmitinn PI Lr:11an, 1lttnhund nnri W( ru, I1tat•t•Ilt+tl'L.u1• r:,t'11ut1 I.hu Oultrll.ttrrt istiti Itonnld 11. Mini. and A11r:io 11. Wink, au Tritat:oort of L•ho Ali.o0 It. Nisk Itavocnb1a Trust: Allrnumt'+nt dnl:od 11/213/111 t whrist) 1n+tl 1 11111 whirrtrct: i n 2170 SunnydalQ 111vd $to W, Cl.ort.rwatar, F.Ut 34525 hmrt+.11tn1'I:? r r:nl it.tt I i)n flr nut:L+r•, 1V I T N l•: N ri P T 11, TI III V. rart141 11 V,I111t.ur , !'ra1 nittl In cotlx11cln1•nCltatl nr 1.11rT titlill cir '111?N lit N1) f19)/lilt Is 1$.111.11111 110.1 .1&1,va alid 0t.1101• itcaurl it 110 vttlcll%I'lIci otitlt4lOm Y+11.1,1na 1*.,7 mitid I; van t.nr All Iirinct pit.id I.I.S. Sa111 jx r•ttrlt'.ttn, i.lin 1,.,471711.,1. wilt- t•t•n1, 114 ht•ruliv nululowlarriumit, lists Il,-cttl.(.101 ).%;11-9111licilt +tltt•1 1401 It I.n 1.1111 11r•it n1.nr• itltrl lfrit IIt:aaIti till ii•N Cu reVtBr Oil.,' 1'n I.1ow'1Itl1 itstavl'.II,I-1 ittIld 1covitLutt.l lit 1.111: c:utlit l:y at' Ia1NIMI.,Afi,'at.111.rt of FIg.,vI'ill , 1.41--1.11.: I-, I,nl. "_, 1'1:1oclc Il, 'I'1r:F11•'I.P: 7'I?tilt.\i:l::, 11'.1118'1' A1.11,11TI(IN w.-nrar•clIiii; 'r ??•' to I.III '• laLLt I. i.11t;sVOa1' +rIt t•11111.) r'tl,J,i lr, 1''.III Itnnk •1l, I,rtltr7 11, jt;lrr":, Oil bI Ic Itururt.lrt a1, Nlrlra Ines OniIis1,.,v, I .Ia?rLd11. Pit voutl Nn. 117/111)/1(l/111)11'. I)/9)9) 4/9)020 1V1 Lit rill I power' nitd rt111,11ol•! I..}' LO iaYpi.ncil., unnramrvI anti CU r4n1. 1., or t.o ].anaci, oI• I.a L+u,?urnl7r_t 11 r• al: till 1,w114o I:0 lit itII'tlal itilcl d.itsposo of Ihm real 11rn)7nrt.y dcrttct•.Itlcsc.l 11tarn.111 Iaul•n11.411 1. .;3=?I.t?r•% 4.1 Lisa. t!N(1.071 F-H, C1tAN' IMS SOM AI. 131FC-111 ITY iJp • +Lncl nrtitl llritilt:ol, ilntart I11-1vally rtilll• warrnnl t.hc+ t111:Ira I.u ssnid land, cilia w u riernna l•.ho e4nuin nioinH4 hltr. Iit If rIII u11;3111H 1.3 1, Ill J. pmT•r30118 wltnm nr:vctr, osuallit: I.nxeal I'ul• t:l1u vant, 111102 ns7ti 9uisFtoqunrtl: Yaratc•a, and root•rinl:inlltl, .IiiiiiIaLL.lons, cavanunlr+ And L•ItA0111,311t.B cr reaar4l, i. t' nnY, ( "tit nnLor nnc! [i,•nnl.e•4• " nt•ti 1111,,41 hrtt•uI rt 1'01'• rai ttgIll lit- 01• 1 1 11,1 , the is IrkgII tit I- t4111 u f i 1 st4-.1 tidy: I tie p1itc•n I . wid rttly graticlur 14118111. .t rtca ttda ftl 1, gailt.lol•s, till c:nnl•t++:l. t•n,1nI1-cm. I WTTNlc:i;1liS LiS.Ly?....4 PtO1-? ??--- _ ri.!marl la L t.c:)iun Nnlnes?Ci.C_C... \ti..1`'.1 _•? .: -...._..._,_ G:.C?Iw)?'IuG!?L9..f01?-- L/ 6M .?(_?•c. Fit l•ill it 1110 t'I l: r. Moll ___.-.°.. Nittita SIIATi.• OF FL•OR1'DA t.... .... 14r. •'•'• ,rte COUNTY 1117 PINL'LLAh" I:.n' nr 1. ;1... t,r f•.,, ••,i ' 7 ti N.REDY ril-311111 IVY 4' hn 1. 4tj t,h.l 14 1 '11L.-, I:10 I'aT'CT Illn , nn a e f Lcer tltil Y c71in11, tool t:n I:nlc4?. nnitnow] t djActnlan[.c1 111 Gltn Stnl:a or _ _ , ile re„nnn] l.,v ni:,poitrwi t y 1 Rion I'' 1 ho 11 urld 13nrlnn t he E7.lCcih n, 1tiiaLintjd sins! w1.ftOhu pairtann+'t]ly lutown to mu Ont or.• wha hnu Ilito be ? tllet ?\??'t-C ?=?_?r...ct*1 ttiunl:ifluntlnn chit! whn c.Ilrt 1411t, ii h t: 9)e vnontt rinncrlLand lit nnri ,uhcl oxectlt.ad 1•.110 ro7•agning ini%LrtiritaTiL nnc! nnlcnuW.ll+1!941141 I.Ittt'n1•e 9110 l.hnt. t.llay elactit•Lttl l:ha alums. Dis l'.ad Lh I rt tl t:h ciny a i' hluy , 1 1113.' Ibc N+tintt (J,?1 ?Jrs?J NOTARY U131.1 . FIv v,7IIItPtHH.lan L•'*xtaiross Pcc:npm%nrarl by nrta nat.urn t:ol,? ,•' oAnre,?=AL. y tiwArfIWLAND 'I'T'rl,t COMPANY O 1'*I..(•llilll,\, INC,26750 U, F1, 111 N. I S%I( l:a IDr, O1Ltu,•wn Gnr, 17lot•irl+t :1.11191 30F)rI-HI1t NORL.11K4N F. L'1FiLrl AKII-•:li, ?:L.I RK r;r:cfal?la t.'r•_r-::I:I=rt:r.I !ti•) ,?lLi • ° WIND LOAD DATA GENERAL NOTE 'R)R LsSOR IOCAnDHS ONLY E.P.A WTMGS FOR LIGHT FIMRR. 1. UGHT FmRR MUST BE SINGLE HEAD RATNG IS 2.1 ERA pURCH45E0 BY FLORIN OWBLE MFM SO WTMG IS ]A E.- 0011BLE HEM IW RATING IS 4.2 E.PA LS.1. REPRESENTATIVE TRIPLE HEM BP WONG IS 5.6 EPA CONTACT: D CONNIU - OUM HEM BO WRNG 6 6.6 EA& MIRTH : 1000 AWANCE RD. j L5.1. PoLE W. 0 55080-SO)G-IB 15 "TED: ONQNNAn, ON 45242 15.5 E.PA. - 100 M.P.N. WINO - PHONE: (800) 4]6-7800 .]]60 12.75 EPA. FOR 110 M.P.H. WIND LM TO: (BOo) ]7]-9887 9.46 EPA FOR 120 M.P.H. WINO LOM 2. CONCRETE UGHT POLE 845E TO - - .- RECENE A SMOOM .IMCWY TO THE SURFME I b.o o_b.ob.o b.o b.o $.o b.6 b:o `1.0" b.u U b.o U b.o b.o • .? a mHau7c - 51 bll of b1 b i (B)bl bl bl %.I lo b.o b.I b.l 1.0 b.o %.a V2 I1,4 b4 b2 --bz 53 ,b5 b5.b3 _bl. b2 b.3 -O,O13 b.l b.l b.o bA III I P?i n» a ,e I :s ? Pa4 < 3b 1 ! b ? b s 9 z is b.7 1.5 1.7 b.r? 9.4 9.1 I I'bs ba b.1 b.o b.o I L , nInIE `? K:, ..T s? I? 1:1 921 42 ?- bl 93.3 q34 II 43 934 1.4 (bA °03 b.l b.l b.0 ?. n.: \ U b7 / ;I ? =<^I 1 ? II SLAT ? ? ? - ? I / I? I L-16 I...j hl ?p .I i Ib6 6i{ bls\ °9.7?Q I 6e s.5 V? .e 9a / °z.o b.6 ..b.z 114 b.o NQ, Amass oo(a °- ? 92 7 s.R %0 6.4 6 z 4z y.7 g.3 m d? .2 I o • r&y? m5 be I z 12.7 b.7 6.3? %.6 b.2 i.1 +93.9 `4.0, fi0 b.B ! 2 2' 1 b.17.3 10.6 b.8 14.3 19.5 8.0 °4,4 r . _ SuI j IK bs 13 ?. 9501 °6IV1.7 6.7 V9 .1 16 4 921.2 ?JI%.O -.4e GIq I- `? •bl I b9 j'1181 5.0 .7 b.3 4 z 4.3 6 4.1 W oP 1 1 } li ' (iYP) P .11 b 5 112 I s p 5.3 qpp $.4 .s 5.5 66 920.9v ?a.e 92 a 9z•e 11 i s b.l b 2 '.9 1 91r?,6 °3.7 11.0 4 8 9.0 6 9217 3 9 18 13 I I ?' ? ?I? a 1 1 ;? t G; d.e z 6.7 10.8 ;°4 .3 34 64 b0.o°as o 9 I ASPHALT PAYEMFNTI .',. t ry \ L-30 l SLA °OO bl 107 4 \.w .L I° e3 6 921.4 93s 930f. bo b] ba ?''i __d6`' 9z9s? 927. izl y51 b3+r I b.o bo (ae f r :___q5°w y . 93.6 93.8 SIA 66 5.9 e7 „ f.1 ?I 2111 Ir, 9.0 ?b0 9 09 16 13 1 1 927 $ q, b.o b.o b.a b.3 b.a bsl „,bs b,pF, -a bs lbs l.q b.D bn 1 b1 b.I %.1 11 ID b bl Da ?? _ F?ro4 ?w1 pl ai sra 6.R ?aEw srkre_r -' X00' RM1V ---- SITE ELECTRICAL PLAN - LIGHTING I' - W 1(f7' b.6 02 b.l iac"°E b.e bz b.] I .I b.2 ,. I i -f GASOLINE 9F 1 (! _kb.9 CONVIENCE 1 . STOREg 1 1 . i °0.6 I I 9219 '•9?.? 9t.3 -.?1? ??b.l ((V ;I 48 b.z .8 b\4 `id ?.•.? L-JB? it e s 5I I?7 ? .z. s MTx tanmH9 ?.I 1 al 6 °/l L?a.l 5 Su I I t.7 bl 6 2 fIla Y °R.= w. l a ? Au?F l- 5J_MMIT AaeS 9exK n)]w ,.. R O raortm NOTE: THIS PHOToMETRIc PV FOR SHIELDED FlYNRE SURROUNOMG LIGRT F 'A ?• 2 _ 551 VERT. W/ B - ] nR Ai 1. O.C. C T SITE UGH AND BASE SITE LIGHTING FIXTURE wiaY OLxmPraH SIA POLE MOUNTED. MV HEM, H1.0. LKOR FIKNRE WITH 32O W Fl-E S- IK LS.I. -GREENBRUR• MT LENSE CAT. // SE FTIT, REO.O.) WITH 4' $0. STEEL POLE WK BRONZE PI BOLTS AND 845E COWT PMKME - MOUNT PER DETAIL LUMP DEGRER OR AS SHOWN ON SITE LIGInRIG PL/,M. WP WILL MOUNT UGNT FIKNRE - L5.1. 'CASCgDE- SERIES - CAT PER AMNIIFACNRM SPED I; TIONS. CONTRACTOR TO FIELD C e1 CANOPY UGIO L7YTURF I.,I. - ENCOPE SERIFS FTKNRF I-T IN THE CIRCUIT COURT OF THE SIXTH JUDICIAL CIRCUIT IN AND FOR PINELLAS COUNTY, 1FLORIDA CIVIL DIVISION ELLER MEDIA COMPANY, a '03-15928 I APR-21-2003 9 : 25pM ^'..PNELLRS Co 8K 12687 PG 2030 Delaware corporation, and ''' I?IllllllNIIIIIIIIINII?lIl111111llllllillll SUNUS CORPORATION, a Florida corporation, Plaintiffs, `Case`No. 00-3639-CI-08 VS. PINELLAS COUNTY, a political CibI,,-" subdivision of the State of Florida, APR 2 1 2003 Defendant. • ??,.. ;? ,fit ? a KMLEEN P tv 6:Wt- '", CL ERRCIRCUITCO NTYCCURT i Y This cause came before ;th `tourt on the parties' Joint Motion for Entry of. Final Judgment Approving Settlement •A.preement. The Court has reviewed the said Joint Motion, the parties' Settlement Agrbi dment and has been otherwise duly advised in the premises. Thereupon, it is the Final Judgmc.nt'bf tliis Court as follows: 1. That :th&:4Ntuf hereby accepts and approves the Joint Motion for Entry of Final Judgment Approving Settlement Agreement, and the terms thereof are incorporated herein by reference. parties' Settlement Agreement, a copy of which is attached hereto as Exhibit" l;••is.-hereby accepted and approved by this Court and made a part of this Final Judgment by reference:,., 3 i-; That this cause by and the same is hereby dismissed, with prejudice,- with each party,to ear its own costs and attorneys' fees. 4. That the Court retains jurisdiction solely for the purpose of enforcing this Stipulated Final Judgment Approving Settlement Agreement and the parties' Settlement Agreement. Exhibit A 4 DONE AND ORDERED in Chambers at Pinellas Couri y Clever, Fda this day of 2003. CIRCUITO T JUDG Copies Furnished: Lisa B. Dodge, Esq., Holland & Knight LLP, AW.meys,:fi-`r 1iller Media Company n/k/a Clear Channel Outdoor, Inc. and Sunus Corporation, 200 Central:Avenup, Suite 1600, Post Office Box 3542 (Zip 33733- 3542), St. Petersburg, Florida 33701, (727) 896-7f7.l;`Fax, (727) 822-8048 William D. Brinton, Esq., Rogers Towers, Attornesit for' Pinellas County, 1301 Riverplace Boulevard, Suite 1500, Jacksonville, Florida 32207, (904) 398-3911; Fax: (904) 396-0663 James L. Bennett, Esq., Chief Assistant CR4hty Attorney, Pinellas County, 315 Court Street, Clearwater, Florida 33756, (727) 464-3354; Fax: (727) 46,4-147;! 0 9 'T1 -U nr- Q7 M x U) ru 0 ?{ N 3I Y 4 SETTLEMENT AGREEME-id. .. THIS AGREEMENT, made as of the. da`•-o 2003, by -7,: y h `'' ?' , r mM and among PINELLAS COUNTY, a political subdiuislon of the State of Florida " ?' :. ("County"), CLEAR CHANNEL OUTDOOR, 1N , WD1 (aware corporation, Ell C m z registered in Florida as CC OUTDOOR, ING., doing business in Florida as Clear C . any Channel Outdoor, f/k/a Eller Media Comp ("Clear Channel Outdoor"), GC n Properties USA, Inc., ("GC Properties''},•...a,.Florida Corporation, and SUNUS CORPORATION, a Florida Corporation:("Sunus"). W-•I•.,T X E'S S E T H: WHEREAS, The Courtty'a3oted Ordinance No. 92-5, effective March 15, 1992 (hereinafter the "1199.2-Qrd.4 ance"), providing for the regulation of on-site and off-site signs within the - incorporated County; and WHEREAS, t)je i,02* Ordinance provided that certain nonconforming r, signs be brought irA6.compliance by March 15, 1999; and WHEREAAS,;` Near Channel Outdoor is engaged in the business of .t J constructing 'ai'zd o*perating off-site billboards, and as of December 31, 2001, Clear Chinhol'.O ltdoor leased and operated one billboard structure (owned by GC Properties) and owned and operated certain other outdoor billboard strucfiqre?sin the unincorporated area of Pinellas County on which. are located b.111bQar8 faces, as described in Exhibits A through E attached hereto and made a part-Bereof (the "Clear Channel Outdoor Billboards"); and WHEREAS, Clear Channel Outdoor and Sunus have challenged the validity, constitutionality and enforceability of the 1992 Ordinance, as Exhibit 1 amended, and other provisions in the County's Coae ©f Ordinances that apply to the Clear Channel Outdoor Billboards ("hereinafter the "County's Sign Regulations"), and have filed that certain kr-tl6n' captioned as Eller Media Company, et al., v. Pinellas County, Case ..NQ. 'b0='3639-CI-08, in the Circuit Court, Sixth Judicial Circuit, in and for-14ne*llas`County, as well as an action captioned as Eller Media Company, et ?1.,` OPinellas County, Case No. 8:00 CV 979-T-30EAJ, in the United States District Court for the Middle District of Florida, Tampa Division (hereinafter: c6Ilectively referred to as the "Litigation"); and 4 WHEREAS, the County :1 as brought numerous code enforcement actions against Clear Channel OtitdOo and against Sunus for Clear Channel Outdoor and Sunus' failure to:..r6M'6ue 0-ertain of the Billboards as alleged to be required by the 1992 Ordinaiiie. acid WHEREA$-.the `County believes that Clear Channel Outdoor and Sunus' claims are not valid, 'believes that there are valid defenses to Clear Channel Outdoor and"g" it t s.."'claims, and contests Clear Channel Outdoor and Sunus' claims; ?ncl, ?.Eka4S, GC Properties owns that certain billboard structure located at CSt?'.`Street 0.3 mi N/O Ulmerton Road, listed on Exhibit D, and currently Iease VCe same to Clear Channel Outdoor; and WAYEREAS, the parties desire to settle the Litigation, the related code enforcement actions, and to resolve all claims regarding the 1992 Ordinance, as amended through 2001, and the County's Sign Regulations, as amended 0 n? . r m 33 .- 0 cr) mz ? -fl r- N M W Y 2 1 y through the Effective Date of this Agreement, wheiher or not asserted in the 0 Litigation. yN NOW, THEREFORE, for and in consid'era*ion of the mutual covenants or X N and agreements hereinafter set forth, togi er`*`-'Ay-ith other good and valuable ro o _. m c consideration, the receipt and sufficiency,. (whicli is hereby acknowledged, the _J -o parties do hereby agree as follows: I. RECITALS. :''• ::: :' a The recitals set forth ab6ve are true and correct and are hereby incorporated into this Agreement,_, '~:•... II. DEFINITIONS. As used in this 4gm0n.prit; the following words and phrases shall have the following meanings "Adjacent 'PR'sically adjoining; i.e., physically adjoining such highway or property; as applicable. "Billboard'ts A....8ill board Structure and any and all attached Billboard Faces and ,EMb,?14ihments. S "Billboard. Face": The part of a Billboard or off-site sign, all sign faces and autQzrialac changeable faces, including trim and background, which cont4n.s ''the message or informative contents, excluding Embellishments, wYricf`r:,are displayed at the same location and facing the same direction. '~~ "Billboard Structure": The interrelated parts and materials of an off- site sign, such as beams, poles, and stringers, which are constructed for the purpose of supporting or displaying a message or informative contents. 3 "Commercial"s Properties zoned C-2, C-3,:.:ai d" CP, but not properties zoned Neighborhood-Commercial C-1, General Prbfession:-al Office P-1, Limited Office P- 1A or Commercial Recreation CR ' ai; each of these zoning classifications are defined in the County's ,,.Iand*?;development regulations in effect on the Effective Date. Commerei4ar,?,s " halk also mean any comparable zoning district, planning area or land `task designation, however described, which may be created by the County through amendments to the land development regulations, zoning .coZle: `or Comprehensive Plan, but shall not include districts designatecl..IVeigIiborhood Commercial C-1, General Professional Office P-1, LizPited'-,Office P-IA or Commercial Recreation CR or any comparable zoning ¢ stfigt;-p. tinning area or land use designation, however described, which may'..be 6fta{ed by the County through amendments to the land development pegy", dohs, zoning or Comprehensive Plan. "Compreh"etigide. Plan": The Pinellas County Future Land Use Comprehensive 1'1.,t n.*. "Effo i.IV. 'l)ateThe date upon which this Agreement is fully executed by all pares 116it0. bellishment": A temporary extension of the Billboard Face which con air 'a,. Portion of the message or informative contents, and which is added, rhgdifiedl,.'or removed when the message is changed. The embellishment shall be no greater than 15% of the Billboard Face on which the embellishment is located. "Federal-Aid Primary Highway" or "FAP Highway" or "FAP": The 0 ?v M Z nrn r ID :1) A (n 0 mo W Z -c G) r- N :D b) (A 4 i , highways that were part of the Federal-Aid Pri ndxy Highw-ay System in existence on June 1, 1991, and any highway uFhicii_ ", not on such system but which is, or hereafter becomes, a part of the-National Highway System. For purposes of this Agreement, the parties stipula?a--tbat the Federal-Aid Primary Highways currently in existence within Pinellas' County consist of the following roadways or roadway segments: '. ` State Road 55 (U.S. Highway-•193 State Road 688 (Ulmerton Road), east of US-19 State Road 686 (Rogi6v.elt,-Bflulevard), from Airport Entrance south to State Road: 6•88..(Ulzn rton Road) State Road 580, 66t,of US-19 to State Road 584 State Road 60.J0.ulf- gtay Boulevard), east of US-19 Gandy Boulevard; •as of US-19 "Highway": Airy'°zo.... street, or other way open or intended to be opened to the pubk 6,1or•ravel by motor vehicles. "Interstate Ifighw-ay" or "Interstate": Any highway designated as part of the Nation. a1,.,Systein of Interstate and Defense Highways by the Florida Departmenf'?'of.•. '.z-ahsportation, and any highway which hereafter becomes a part of siich-.system. For purposes of this Agreement, the parties stipulate that the Intersti tc Highways currently in existence within Pinellas County consist of the.`f6I1Q11ving three highways- 1-175 I-275 I-375 "Non Federal-Aid Primary Highway" or "Non-FAP Highway" or "Non- FAP": Any highway located within the unincorporated portion of Pinellas 0 ? -v Z1 z n? 7C to r r1 N o _j-4 N11 W in 5 County that is neither (i) a Federal-Aid Primary:Hi;gIN.,ay or (ii) an Interstate 0 Highway. ;0 z Z "Physically Removed": A Billboard shill be deemed physically removed if the Billboard Structure is permanently ;'ftoued twelve (12) inches below W C ED z _J -1 grade. -1 "Relocated Billboard": A Billboa'rdj constructed adjacent to, or within a M 660 feet of, an Interstate or Federal-Aid Primary Highway, provided by Section IV of this Agreement, in an unindgr brat0d portion of Pinellas County. "Relocation Permit": :A->.pFrh#t issued by the County to Clear Channel Outdoor memorializing Cleear•,.0,hAnnel Outdoor's vested right to construct a Relocated Billboard subject tlae terms and conditions of this Agreement. "Removed Bi1ZbQard" 0 "Removal": Any Billboard which is Physically Removed or annexe "Removal"•));eadline": The date of December 31, 2042, or such earlier dates as set forth in this Agreement for the removal of the Billboards identified in Exhibits Al-J3,` •-iiad D. "Team "06 U" Agreement": The time period commencing on the Effecdv67 bate:°of this Agreement and ending on December 31, 2042. III:., 'R '+'PRESENTATIONS AND WARRANTIES AS TO OWNERSHIP OF `-C9RTA.IN BILLBOARDS. A. "-,_Except as set forth in subsection C, below, Clear Channel Outdoor represents and warrants that it currently owns or leases all of the Billboards listed in Exhibits A through E (other than that certain billboard owned by GC Properties located at 66th Street 0.3 mi N/O Ulmerton Road and listed on 6 s t ` ;. Exhibit D), and there are no other Billboards withiil;':tl e unincorporated portion O of Pinellas County that are currently owned or leased -bx "Clear Channel n Outdoor or an other of its subsidiary or affili.atQ- corporations or entities. rd 0 Clear Channel shall update Exhibits A thrgtiih`a4-'necessary to reflect the correct addresses or parcel identification r#umber.s` for those parcels on which r W Billboards are currently located, and FWr U `;County shall cooperate with Clear Channel as necessary to assist Clear Channel in determining the correct parcel identification numbers for the afoi-esaid--parcels. t B. GC Properties represeat* -aAd -,Aai-rants that the only billboard that it currently owns within unincorporatEt Pinellas County is that certain Billboard located at 66th Street 0,3-ri N/ QUlmerton Road and listed on Exhibit D, and that there is no other Billboard-within the unincorpor•.at?..portion of Pinellas County that is currently owned by GC Properties. C. These ' epresentations and warranties shall not apply to any addit3?maf--Billboards determined to have been lawfully erected and in existence on the Effective Date within the unincorporated area of PiheIlas County, and any such Billboard shall be added to Exhibits D located on a non-FAP) or E (if located on or within 660 feet of an FAP) as appropriate, and shall thereafter be subject to the terms and conditions of this Agreement. IV. REMOVAL AND RELOCATION OF CERTAIN BILLBOARDS. A. Clear Channel Outdoor shall Remove certain Non-FAP and FAP 7 Billboards pursuant to the following schedule: 1. Clear Channel Outdoor will Physically"•:..Pemove the seven (7) Billboard Structures listed on E?rhfbitA, which include protected FAP Billboard Structures, structur&s*-.fn residential areas and in preservation/ conservation.ar'gEks, within 90 days of the Effective Date of this Agreement. .y 2. Clear Channel Outdoor vci$`-Physically Remove the eighteen (18) Billboard Structures,.. :listed on Exhibit B, located in preservation/cortseNatf6n` areas, within one (1) year of the Effective Date"'of 'this;. Agreement. These removals shall not be entitled to zelocation;rights. I . , 3. Clear Cl ann 101-.atdoor will remove fifteen (15) additional Billboard Structiz wt,. listed on Exhibit "C" from the unincorporated Pinellas Coi4ilty`at-hveen January 1, 2003 and December 31, 2012. The Billbbard `Structures listed on Exhibit C will be removed at a rate of no 10 than one (1) structure per calendar year, with all structures IfstW* on Exhibit C removed on or before December 31, 2012. Cl.ear Channel Outdoor will remove the eighty-six (86) Billboard `?•..'•.. -..Structures listed on Exhibit D between January 1, 2013 and December 31, 2042. The Billboard Structures listed on Exhibit D will be removed at a rate of no less than one (1) structure per calendar year, with all structures listed on Exhibit D removed on or before December 31, 2042. GC Properties joins in the a ?_U TI z nr WnD ?N !U o J-4 -0 { Q-9 r ? ro o. 8 i , f '< Agreement to remove the Billboard Stru.ctt res listed on Exhibit D, but only as to that certain Billboard Structure that it owns at 66th Street 0.3 mi N/O Ulmerton Road; v?+thn the aforementioned time frame. 5. Annexation of Billboards. In the* -ewezt that any Billboard set forth on Exhibits C or D is anpe :' to a municipality (the "Annexed ,j Billboard"), the County, Whhiu-; thirty (30) days of written notice from Clear Channel,.O%tdotrx, shall amend the applicable exhibit to delete the Annexed, 'HillJ oard, and such Billboard shall be considered rerriov6d i nd6r this Agreement. B. Relocation Rights.,.Fir6m 'Effective Date of this Agreement and until December 31, 2042, CIeaF.,Cbahnel Outdoor shall have a vested right to relocate and rebuild,`ertan"fillboards Physically Removed in accordance with this Agreement. This" relocation right does not apply to any Billboard that is Physically RemoY6d:fter it has been annexed into a municipality. Relocations and rebuilds:.sh.*01 $e. subject to the following terms and conditions: 1. Noit-SAP Relocations. For every two Non-FAP Billboards identified 'Y -tL hibits A, C and D which are Physically Removed by Clear Channel Outdoor during the term of this Agreement exclusive of any Billboards which have been annexed, Clear Channel Outdoor shall have a vested right to relocate one of the two Billboards (hereinafter a "Relocated Billboard") on property adjacent to or within 660 feet of. (i) a FAP Highway, or (ii) an Interstate Highway. a ?v in r CDM 7,; (n -n C m W z-1 -c G) -q N M A O 9 i % 2. FAP/Interstate Relocations. For any,.Bdltioard located on or within 660 feet of an Interstate or FAP icl`entified= in Exhibit A, C, D or E which is Physically Removed by dear Channel Outdoor during the Term of this Agreement, C,eq''•,Chza nel Outdoor shall have a vested right to relocate sijClT..Bi1.Iboard, within the unincorporated area of the CountyT (t rei _4,er a 'Relocated Billboard"), on property adjacent to or within 660 feet of (i) a FAP Highway, or (ii) an Interstate HighW'ay.-,-__,:' 3. Relocated Billboar I2e? I fictions. All Relocated Billboards shall be relocated pursuant 0. a Relocation Permit as more fully described in Section;/V,)erin'`and shall meet the following restrictions and conditions.. a. _TN,.,RA?cated Billboard must be located on property, which }s situated in the unincorporated area of Pinellas County and :that is zoned either Commercial or Industrial with a consistent land-use designation in the Comprehensive Plan; '-. _.. b-` A Relocated Billboard situated on a FAP Highway shall maintain a minimum distance of 1000 feet from any other Billboard Structure located along the same side of the FAP Highway. A Relocated Billboard situated on an Interstate Highway shall maintain a minimum distance of 1500 feet from any other Billboard Structure located along the same side of the Interstate Highway. 0 ?ro FnM n r r 7r M mz ?C ?'9 ?03 A 10 w , C. The height of any Relocated Bi4bbard shall not exceed 50 feet above the nearest crown of -the; adjacent High«;ay. In a case where a Billboard Structure'1s on a parcel contiguous to an overpass or elevated;"roa8; pxbluding service or frontage roads) from which the .ilibaard is designed to be viewed, the height of the Billbq'ard-; ,s VI be measured from the highest point of the overpass.. qx?: ,elevated road at the crown of the roadway surfaca;to the. top of the Billboard. d. If a Relocated1I3rllboard is constructed on a Commercial or industrial ioded-'parcel which is adjacent to residential propezty;'";up©p receipt of the Relocation Permit, Clear Chaftrii?l Outdoor will send a written notice to the adjacent p ope . i?ty"-owner. At the adjacent property owner's request, dear Channel Outdoor will plant vegetation on the adjacent -hr sidential property that will within five (5) years of Installation screen 80% of the Billboard Face from view, as viewed from ground level on the adjacent residential property. ". A Relocated Billboard shall be at a minimum of 400 feet from the nearest residentially zoned property located on the same '?...,,.. side of and adjacent to the highway as the Relocated Billboard. f. The Billboard Faces on a Relocated Billboard shall not 0 mz -c v M,^ F_ ro M Z N 11 exceed 672 square feet in size,;: fog each Billboard Face, exclusive of any Embellishmerlt- g. A Relocated Billboard shad.. maintain a side setback of a minimum of ten (10) f0t frgn? Any adjacent property line measured from the vertigW,?support to the adjacent property line, and the Billboa--d`%Fe*e> of such Relocated Billboard shall not overhang the adjacent property line. h. Clear Channel•..Oxtdoor shall have the right to construct a Relocated 1' 11boatd;-as a steel monopole structure. V. RELOCATION PERMITS::. Clear Channel Oi1td?ior'May make application with the Pinellas County Zoning Administratoi-..or hi /,her designee for a Relocation Permit. Upon the presentation of 9'i4r t proof that Clear Channel Outdoor has either physically removed. a'-sufficient number of Billboards in accordance with this Agreement oi, MIZ physically remove a sufficient number of Billboards in accordance ,wit ,,this Agreement, and as a condition of the Relocation Permit, the Couhty. Zo 1-Mg Administrator or his/her designee, with the approval of the Courty'Aftorney (whose approval shall be denoted in writing on the Relocation Pe23nit)-,',`.s1j411 issue Clear Channel Outdoor a Relocation Permit within thirty (3p) ',days of the initial application. The Relocation Permit shall specifically reference this Agreement and shall set forth all the requirements of this Agreement as those requirements pertain to the relocation rights hereunder, identify any Billboards which must be physically removed as a condition of the O :7 i mM r) r ?N Mc° CD z ?? < ci r - To X o• A W 12 j Relocation Permit to meet the relocation standardt "k.et forth in Section 1V of this Agreement, and shall identify the date on i? hich.. the vested rights under the Relocation Permit shall lapse and expire. For all purposes of this Agreement, photographs of the location : bf"`a -..removed Billboard shall be provided, along with a notarized affidavit'..ofi,,? half of Clear Channel Outdoor that such Billboard has been physically. 'removed. Notwithstanding anything herein to the contrary, the issuance of a• Relocation Permit shall not waive or otherwise excuse Clear Channel Outdoor from complying with the requirements of any electrical•...and.,strizctural building codes, and rules and regulations of general appl ca dni ,ire' effect at the time a building or electrical i:. permit application is filed"in `tarinection with the rebuilding of a Relocated Billboard. Furthermo>e, :the procedures followed by the County and any fees that may be charged respect to construction of a Relocated Billboard shall. be nondiscriminator y..- and shall be the procedures and fees charged for equivalent strVc s,. T- he County shall not in any event apply any procedure or fee that.w.o, ,, `ix pair Clear Channel Outdoor in the exercise of its vested rights under. ~this'--Agreement. Appropriate County building permits and State sign permit must be obtained prior to constructing a Relocated Billboard pursua.pt-i-to this Agreement. VI., .YE §Ii ED RIGHTS AND FUTURE APPLICATIONS. During the term of this Agreement, the parties agree and acknowledge that Clear Channel Outdoor, by the execution of this Agreement and assumption of the obligations set forth herein, has acquired vested rights to 0 -o ?i ?? ?M ?U) m°c CD Z -1 -4 N ? O- A A 13 operate, maintain, reconstruct and relocate the. 'Clear Channel Outdoor Billboards in accordance with the terms and canditioris...6f this Agreement. It is the intent of the parties that this Agreemcht,H'and Clear Channel Outdoor's significant reliance and substantial char 'e -in g : ppsition based upon the terms ki contained herein, creates vested rights:jn 'Clear.Channel Outdoor, for the Term of this Agreement, which have substa tai' economic value and which shall be recognized in both existing and subsequent regulations affecting the Clear Channel Outdoor Billboards as',. th-ey: n ay then exist. For the Term of this Agreement, the County agrees., i:''s-h?ll not take any official action, including, r but not limited to, administrat .ve or enforcement actions, or enact any ordinance or regulation" that'is inconsistent with, or otherwise deprives Clear Channel Outdoor of,.. is `'-vested rights under this Agreement. Specifically, without limitation;' during%the term of this Agreement, the County agrees that it will not: (i) take`-.any action to prevent or inhibit the annexation of property upon which ::`Clear Channel Outdoor Billboards are located because of the existence of Clear<_.CPhannel Outdoor Billboard; (ii) require, as a condition of the developpgnt'of ar property, the removal of a Relocated Structure or a Billboard listed---in--,i?xhjbits C, D or E; or (iii) enact an amortization or other removal pr#i?dori affecting the Clear Channel Billboards. The vested rights created in 1 this -.Agreement shall apply as to and against Pinellas County, and only to property and billboards located in the unincorporated County. VII. REPAIR, MAINTENANCE, RECONSTRUCTION OF CLEAR CHANNEL OUTDOOR BILLBOARDS. 0 11 -9 T ?r- . r Ato r n W0 0 z -j { N M M 14 Clear Channel Outdoor shall have the right to. epair, maintain, upgrade (including from wood to steel), replace and reconsfrugt.thr Billboards identified in Exhibits C, D and E. The Billboard Faces oTi Billboard reconstructed pursuant to this section shall not exceed 672"'S"quaarefeet in size for each such Billboard Face, exclusive of any Embellishi?iejta,:"aMd the height of any such Billboard shall not exceed 50 feet above thi; -.arest crown of the adjacent Highway. In a case where a Billboard SU-U' ct?>tre is on a parcel contiguous to an overpass or elevated road (excluding sep,ice or frontage roads) from which the Billboard is designed to be viewed. the k?eight of the Billboard shall be measured from the highest point?of the overpass or elevated road at the crown of the roadway surface to-t e,,top:"af the Billboard. The vested right isndez? this Agreement to repair, maintain, upgrade (including from woad tai 'stele, replace or reconstruct (in situ) the Billboards listed in Exhibit d shall expire and terminate on December 31, 2012, and as to those Billboards "..Ii-kcd:' in Exhibit D and E shall expire and terminate on December 3:1:,-,'2042-, Notwithstanding anything herein to the contrary, Clear Channel Ot t&prp : shall not be excused from complying with the requirements of any 1--lecttics11 and structural building codes, and rules and regulations of genpial. pplication in effect at the time a building or electrical permit applies qn:' is filed in connection with the reconstruction of an existing Billbogrd. Furthermore, the procedures followed by the County and any fees that may be charged with respect to the reconstruction of an existing Billboard shall be nondiscriminatory and shall be the procedures and fees charged for 0 P1 m nr . r W:D 2K N w0 mz -J ? o -< ? NM 0. a m 15 equivalent structures. The County shall not in any event apply any procedure or fee that would impair Clear Channel Outdaor-4n 'fhv' exercise of its vested rights under this Agreement. Appropriate Chu ty building permits and State sign permits (if applicable) must be obtaine-d,•prior•*tfi reconstructing an existing Billboard pursuant to this Agreement,• ,?urtl er, an existing Billboard may utilize automatic changeable facings, 'otiriozrily known as tri-visions, provided that each advertising message rotates no more frequently than once every sixty (60) seconds; and that no scrollipg'•gr animated messages shall be utilized as part of any Billboard Face. H owebek,;./Clear Channel Outdoor shall be entitled .{ l to the benefit of any chaiig s:..`ix ". the County's Ordinance Code that would permit tri-visions to rpfat wze frequently than once per minute, without further amendment ta..'iis-AgFtement. VIII. RELOCATION pF ",,-CERTAIN BILLBOARDS ON REMAINDERS OF PARCELS SUBJECTrTO iYIINENT DOMAIN PROCEEDINGS. In the ever t.::that.- either a Relocated Structure or a Billboard Structure listed on Exkl?i•ts C,. D or E attached hereto is located on a parcel that becomes subject tos an ?mEnent domain proceeding, and in the further event that such structui:. `i? .required to be removed as a result of an eminent domain proc6edingi.-then said structure may be relocated at the election of Clear C1.1 Outdoor and with the permission of the parcel's owner on the reinr indtr of any such parcel subject to the terms and conditions described in subsections (i) through (iv), below. Clear Channel Outdoor shall obtain a Relocation Permit in accordance with Section V, above. The decision to relocate shall be at the election of Clear Channel Outdoor and the property 0 q "I -U rnm 0 r AN -r) mz J -4 v N r A 16 owner and any decision not to relocate shall not-;_;b; considered a failure to mitigate its damages. < o A. The remainder of the parcel is zoned commercial or industrial, and the Z- ?r relocation of the structure and its accompanyin'g;-1E?,illboard Faces shall meet the N terms and conditions described in Section gVil ., above, m C Mz J -t B. The relocation is in compliance with` $-t*te law. T C. Appropriate building permits and,.,S, afe sign permits must be obtained ° prior to relocation of the Billboard Structure and its accompanying Billboard Face(s). Nothing herein shall wauve or otherwise excuse Clear Channel Outdoor from complying Adth the regulke" rigrn6 of any electrical and structural building codes, and rules and re A--boil & general application in effect at the time a building or electrical perm application is filed in connection with the relocation and rebuiZdirzg -the structure on the remainder of the parcel. D. The vested -666 .fo"relocate a billboard structure on the remainder of any such parcel pi;rsr?.-in•t,to`the provisions of this Agreement shall expire and lapse on December. J'1-,,.,2'042. IX. RELEA,SPI, AND WAIVER. i , The 'tourity hereby releases and forever discharges Clear Channel Outdoor, "Sunus and GC Properties, their subsidiaries, affiliates, agents and errfpl'ayees"from any and all claims, actions, causes of action, damages and costs .arising out of violations, alleged or actual, of the 1992 Ordinance, as amended through 2002, and the County's Sign Regulations, as amended through 2002, which have been, or might have been, brought as of the time of 17 !i this Agreement. Clear Channel Outdoor, Sunus and GC Properties, on behalf of themselves and their subsidiary and affiliatoci"corporations and entities, hereby release and forever discharge the County;. its officers, elected officials, agents and employees, from any and all/ Ql?izusactions, causes of action, damages and costs arising out of the 19.912 Crdinance, as amended through 2002, and the County's Sign Regufations, as amended through 2002, including, but not limited to, violatiohg; alleged or actual, of the 1992 Ordinance, as amended through ,20.02;. and the County's Sign Regulations, as amended through 2002. Exq-ept`as-..provided by this Agreement, Clear Channel Outdoor, Sunus and GC"` .Pr'ope?-ties, on behalf of themselves and their subsidiary and affiliated icoi gra4ons and entities, specifically waive all right to challenge the validity,., eoristi.luiionality or enforceability of the 1992 Ordinance, as amended througi :.2Qb2, and the County's Sign Regulations, as amended through 2002; ,provided, however, that the County, Clear Channel Outdoor, Sunus and G-C Vroperties shall not be deemed to have waived or abandoned any right td bri ,-an." action to enforce the terms, conditions and limitations of this Agj eap`neht find further provided that the County, Clear Channel Outdoor, Sunus-arid GC Properties have not waived or abandoned, nor shall be deemed to heiV ?-,waived or abandoned, any right after expiration of the Term of this .• v Agrecz' er t to assert any claim, action, cause of action, damages or costs, arising out of or related to the enactment, enforceability, validity or constitutionality of the County's Sign Regulations, or a subsequent regulation pertaining to the subject matter, as they may then exist. D n '01 -V i87 n ?3D ?m z n Mz J-1 lu M D- A CD 18 X. NOTICES. All notices and other communications rec?tired...oi''spermitted hereunder shall be in writing and shall be :mailed by certified of mail, postage prepaid, or overnight delivery services, If to County Pinellas County. 315 Court Street Clearwater, FL 33756 Attn: County Administrato by Federal Express;; Airborne Express, addressed as fQllolwls: lf''toI Channel Outdoo s C1eir..:C. iannel Outdoor 5555 Ulmerton Road Clearwater, FL 33760 r Attzi President With a cape to: b ith a copy to: James L. Bennett, Esquire . s ' ,- -Holland & Knight, LLP Pinellas County Attorney's:'.}` One Progress Plaza Office . ` 200 Central Ave., Suite 1600 315 Court Street St. Petersburg, FL 33731-3542 Clearwater, FL 33756-5165 Attn: Lisa B. Dodge, Esq. Phone: (727) 464-3354,`•>. Phone: (727) 896-7171 If to GC Propertiea" If to Sunus GC Properties USA, Ine. Sunus Corporation 17703 Longpoixit-','rive. 2170 Sunnydale Blvd. Redington Shores '? - loriaa 33708 Clearwater, FL 33765 C/o Glen Ch xs£?scn%, President Attn. Valerie J. Nisk With a comWith a copy to: Holland & lCjiightr LLP Holland & Knight, LLP One Progrpss)Plaza One Progress Plaza 200 Ceh-t4,AV,6., Suite 1600 200 Central Ave., Suite 1600 St. PC-ters urg; FL 33731-3542 St. Petersburg, FL 33731-3542 AtWx',"Lisa M'Dodge, Esq. Attn: Lisa B. Dodge, Esq. Ph6ne:--•.(72' 896-7171 Phone: (727) 896-7171 X.I.'%-...,FURTHER REPRESENTATIONS AND WARRANTIES. to be given registered or similar Clear Channel Outdoor hereby represents and warrants that (a) Clear Channel Outdoor, Inc. is a corporation in good standing under the laws of the 0 a? z r) r . r N -n 0mc ®z -j -i ?-9 r NM Q. 0 19 t s? State of Delaware; (b) Clear Channel Outdoor, Inc. is,_-egistered in Florida as CC Outdoor, Inc. and doing business in Florida a6 CIear"Channel Outdoor, f/k/a Eller Media Company; and (c) Clear Channel Outdoor, Inc. has taken all corporate actions necessary to authorize thls,;Agz-e?riient. Sunus hereby represents and warrants that (a) Sunus standing under the laws of the State is a corporation in good (b) Sunus Corporation has taken all corporate actions necessary to authorize this Agreement. GC Properties hereby represents and waPr,ants that (a) GC Properties is a corporation in good standing qn : "'tl e''laws of the State of Florida; and (b) GC s . Properties has taken all coFparat?c detion necessary to authorize this Agreement. The Count h. ;e by'represents and warrants to Clear Channel Outdoor, Sunus and,G_.,.Pidperties that: (a) the County is empowered to enter into this Agreement; jb ., this Agreement has been duly authorized by the Board of County Comrxi s iohers of Pinellas County pursuant to the requirements of Florida Laws as d Ph' e Effective Date. XII. ENFOiR-C, ITT. In:th'e. e' rx of a default under this Agreement, and as a condition of any party,., e;?Ee?cising any enforcement remedies, the non-defaulting party shall prof id&-.vv-iiten notice of such default to the defaulting party. The defaulting p?arty°• h4h have ninety (90) days to cure such default. If the defaulting party fails to cure within ninety (90) days, then the non-defaulting party shall be entitled to seek the remedies of specific performance and injunctibe relief and shall be entitled to an order of the Court to enforce this Agreement and other 0 q _V1 v ;0 z mX 7r, W .- 0 m°c m{ 0 "'t r N 33 0. tr 20 i equitable relief as the Court may deem just, Each, pity shall bear its own attorneys' fees and costs, whether incurred durin j:;negot. a ions, preparation, at trial, or upon appeal. Further, in the event thgt O edr Channel Outdoor fails to remove any Billboard by the Removal DeadJine,ok-:a,?;--Yequired as a condition of any Relocation Permit, and after due notice `purs'uant to this Section fails to cure said default, then the County shah `.ie? entitled to recover from Clear Channel Outdoor the sum of $200 for-'tach ` day subsequent to the Removal Deadline that such Billboard is n+of?,removed. The parties agree that the intent of this additional remedy is ,.to-•-prgvide a disincentive to any breach of the mandatory removal provisions Sol: t1ii s Agreement. XIII. ENTIRE AGREEMENT'This is the entire;Agrpdr ent by and between the County, Clear Channel Outdoor, Sunus, at'id:..GC%, operties and no verbal or written assurances or promises by any.::..par'ty hereto is effective or binding unless included in this document, or _ a ,,wr i:ten'supplemental agreement signed by all parties to this Agreement. XIV. BIN.IIAG,,-00FECT. T.h' p,irt es agree that this Agreement shall be binding upon the County, Sunus:,-. GC-,..Properties, and Clear Channel Outdoor, it subsidiaries, affiliates, successors and assigns. Further, the parties agree that they will not challenge the ?a-doption of, or the validity, constitutionality, or enforceability of any of the provisions contained within this Agreement. Clear Channel Outdoor and GC Properties agree to not transfer or otherwise convey any ownership interest in a n-U nr . r AU) -0 ra C) W C ?z v? N 31 0- EX N 21 J v t any Clear Channel Outdoor Billboards, identified in EAibits A, B, C, D or E or any Relocation Permit or Relocated Structure; .unles`£ the transferee shall execute and deliver to the County an agreement "to, be bound by the terms and conditions of this Agreement, which agreerent'-;#hkll be in substantially the form attached hereto as Exhibit F. XV. STIPULATED FINAL JUDGMElT.', Within 5 days following the Effective Date of this Agreement, Clear Channel Outdoor, Sunus, and d. e' ozirj.:tp shall file joint motions in the form attached as Exhibit G1 and 0.2.,P6rib- Courts' approval of this Agreement and for the entry of a Stipulated `Final Judgments in the Litigation. XVI. THIRD PARTY CaIHLG )SN( E. 1 ? In the event this fgreenent is invalidated by a third party, then the parties hereto shall;,4'be `returned to their respective legal positions as such existed on May :1:1•,-.20,00, the date on which the Litigation commenced. XVII. COMPROMISP, OF DISPUTED CLAIMS. The partie?,a(;-nowledge that this Agreement is a compromise resolution of disputed c7-aiirts and agree that it shall never be treated as an admission or evidence-6f if ability by any of them for any purpose whatsoever. XVIII:°,?•,. -.REPORTING REQUIREMENT. Within sixty (60) days follo xing the end of each calendar year during the term of this Agreement, Clear Channel Outdoor shall furnish duplicate originals of a written status report to the County, c/o its County Attorney, that identifies (a) the Billboards that have been removed pursuant to this 0 q mm C1 r - r A N ?n Nl ° U) C -J? -c T 0 ? N :D tn to 22 r Agreement, (b) the Relocation Permits that have been. issued by the County and o that are currently held by Clear Channel Outrsor; ?c?> the location of any r? 1.4 Hr W 3) Relocated Structures pursuant to this Agrgerh6nt, (d) the Clear Channel A Lo r h Outdoor Billboards that are then located `i"ith1'6'th& unincorporated County, W z ?a { and (e) the Clear Channel Outdoor Billboards`thr tare located on land that has -0 r, N 33 been annexed into a municipality. ,°„' -01 XIX. LAWFUL NONCONFORMING SIGNS-----,:* During the term of this Agieem% all Billboards that comply with the terms and conditions of this'-° -AgreeMent shall be deemed to be lawful nonconforming signs or str.uct4re?:**''?Nonconforming, as used in the foregoing sentence, shall mean nonconfarrri#fig under the ordinances of Pinellas County. XX. COUNTERPARTS '<. e executed in counterparts, all of which together This Agreement-,may shall constitute o6e wind the same instrument. END OR*S,?J STANTIVE PROVISIONS, TWO SIGNATURE PAGES TO FOLLow 23 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by their undersigned officials as duly attth'orpzed,: ATTEST: PIN, L4L,AS'COUNTY, FLORIDA KARLEEN F. DeBLAKER by and througi it&. o-ard of County Commissioners B? By: Deputy Clerk Chairmal,l;al-en Williams Seel Approved as to Form Gol.xhty Attorney WITNESSED BY:. CLEAR CHANNEL OUTDOOR, INC. S1?a•.??? x11.LC}c tc? , By. ,%c..?> : By: Witness M1 (print name and••?igna (signature of individual with authority to bind c oration-Type in Name) B ?;.`•: .' .: i?5. Title: ~ Witness *2 (print nami?-•4rnd isipature) STATE OF FL T3A COUNTY : ?N /as < /7/1 'W The-1 ciig i4g instrument was acknowledged before me this (date) by (name of officer ox.<age nt, title of officer or agent) of Clear Channel Outdoor, Inc., a Dela`ii iv corporation, on behalf of the corporation. He/she is pe n"ll known 10;.rn& or has produced (type of identification) as identification. Y (Signature of person taking acknowledgment) (Name typed, printed or stamped) O M7- n? x In .- C7 0 ai c mz N? N IM ('. (Q , IS7S? ? (Title or ranks (Serial number, if any) ,*Y Y •qkr JANINE E ALLEN MY COMMISSION ? CC918941 Its, A EXPIRES: M.,15.1001 t-0063•NOtAgY fi, Now'y Serwoe L Sandaig, Im 24 0 ?J 2 1'! IR 0V r WITNE D BY. GC PROPERTIES USA. ,ANC. X W ?- 0 By - By: aNn c° wits s MI t Hasa signature) e (signature of individual with•au onto^• o,bind corporation-T% pc in Name) W Z _j -4 By:7 Title: ?;? ar Witn s #2 (print name and signature) , R7 :101 STATE OF FLO Dc?1?5 COUNTY OF The foregoing instrument was acknt?whaged before me this (date) by (name of officer or agent, title of offi cer or ageii,)'of. C Properties USA, Inc., a Florida corporation, on behalf of the corporation:. she is personally known to me or has produced (type of identification) as identification. Del' vcr? (Sigitaturd•pf person taking aclazowledgment) d d e' , printed or stampe ) ty]e (Nam ('Ii'ti'c.oF rannk} '. (Serial ntltslSer, if any) J?rP pN1N6 E ALLEN ">' +p COMMISSION * CC 9]8941 2(p4 Muts ES ? , : Q ?Ot EXPIR NO TAM FL Naary SwVla 8 80n*V 1nC. WITNESSED BY: ::S NUS CORPORATION By: C,) A :by: Witness #I (print name and signal (signature o individual with authority o bind corporation-T),pe in Name) 1 By: 'f Title: WI Tess N2 (print name a1 STATE OF FLO •I COUNTY OF i The foreg of officer ar ; corpora,666; has nroduc 770/141 R, ?W wing tristrument was acknowledged before me this (date) by (name guts title of officer or agent) of Sunus Corporation, a Florida on lpehalf of the corporation. He/ shy is personally known to me or d• typeofidentOcation) as identification. JA,NiNEEALLEN MIY;Y*1?tr':_,ON N CC418941 o•> .r£n. •?.t:a Mat 15.2((4 n zuo'iaaY FL Nolary5__ 6 861^7. Inc. (Signature of person taking acknowledgment) (Name typed, printed or stamped) (Title or rank) (Serial number, if any) iJ 25 CLEAR CHANNEL OUTDOOR SIGN ORDINANCE SFM EMW: PROPOSED REMOVAL SCHEDULE `s EXHIOff A 10CATION ADDRESS' 1 54th Av N 400 ft E/O 45th St N SS 4320 54th AveAue. N 2 Alt 19 100 ft WO CO 78 WS Alt"19 tai';?•..-,. '`. 3 All 19 600 ft S/O Harry St ES felt 1?3 N•;; 4 Alt 19 80 ft S/O Hillsborough St WS 704 Hillsborough Street 5 Klosterman Rd 700 ft E10 Howard Park Blvd Kloslermah Road 6 McMullen Booth Rd 80 ft SIO SR 580 WS 2789 SR 580 7 US 19 0.1 mi S/O Anclote River WS 42674 US Highway 19 N i •'T :j i C. • mot. v TAX in 03131/16/51048/04710300 26127/15/89316/000/0030 26/27/15/89316/000/0101 26/27/15/94590/008/0010 23127/151892621000/3800 28128/16/00036100210110 0612711618 9388/000104 51 0 ? -n Mz MM mm Am n W C N JD March 18, 2003 CLEAR CHANNEL OUTDOOR } . SIGN ORDINANCE SETH MEW: PROPOSED REMOVAL SCHEDULE ' LOCATION ADDRESS"" "'` '?•.. .- TAXm 1 4th St N 1.4 mi N10 Gandy Blvd ES 4th STeet.N '`• I 07130117100000/420/0100 2 4th St N 1.4 mi N/O Gandy Blvd ES 4th Street t+t " 07130117/00000/420/0100 3 4th St N 1,4 ml N10 Gandy Blvd WS 4th .S.treet[ '°" 07130117100000/310/0100 4 4th St N 1.4 mi N10 Gandy Blvd WS 4tt?Street R 07130/17100000/310/0100 5 4th St N 1A mi N/0 Gandy Blvd WS 4th StreetA 07/30/17100000131010100 8 4th St N 1.6 mi N/0 Gandy Blvd ES 4th Slfie N 07130/17100000/420/0100 7 4th St N 1,5 ml N/O Gandy Blvd WS 4th Street N 07/30/17/00000/31010100 8 4th St N 1.5 ml N/0 Gandy Blvd WS 4•1h Street N 07/30/17100000/31010100 9 9th St N 0.7 mi N/0 Roosevelt Blvd ES``,. ''i 9t?"Street N 12130116/00000141010000 10 9th St N 0,7 mi N/0 Roosevelt Blvd Et`- Street N 12130116100000/410/0000 11 9th St N 0.9 mi N/0 Roosevelt Blv6. Eta:' 9th Street N 07130/17/00000/31010100 12 9th St N 0.9 ml WO Roosevelt blvd `=S is 9th Street N 07/30117/00000/310/0100 13 9th St N 0.9 ml N/O Roosevelf 81vd•''Wr 9th Street N 12/30/16100000/410/0000 14 91h St N 0.9 mi N/0 Roose4elt.Bly t:. V 9th Street N 12/30/161000001410/0000 15 9th St N 1 ml N10 Roosevelt; Blv(f Vt(S' 91h Street N 12130/16/000001410/0000 16 9th St N 1 ml N/0 Roo.&ei lt`8lud WS 9th Street N 12130116/00000/410/0000 17 9th St N 1.1 mi N10 Rooseye Blvd ES 9th Street N 07130/17/00000131010100 18 9th St N 1.1 mi N/O.:" Rpdseveft,5lvd ES 9th Street N 07130117100000/310/0100 `t a c? r m? 7% U) n w o mz -c N 3) N CD March 18, 2003 CLEAR CH EU. OUTDOOR SIGN ORDINANCE SETTLEMENT: PROPOSED REMOVAL SCHEDULE EXIIIOIT C ` LOCATION : •• AODRESf .. 1 46th Av N 60 ft W/O 49th St N NS 4650 49th =Street l?F 2 49th St N 100 ft NIO 46th Av N WS 4050 4.9t. i,Glreaf'N 3 49th St N 140 ft S/O 54th Av N ES $35y 491H Street N 4 Alt 19 25 ft S/O Avery AV WS 2$71'•Alt•19,, 5 Alt 19 600 ft SIO Westwinds Dr ES 461$•S.AIi''19 6 Alt 19 80 ft N/0 Vrginia Av WS 509 Alt 19 7 Belcher Rd 100 ft N/0 Drew St ES 2212 Drew Street 8 Curfew Rd 0.2 ml E/0 US 19 NS '30583 US Highway 19 N 9 Haines Rd 350 ft N/O 58th PIN ES''" ,•. : 5817 Haines Road 10 Klosterman Rd 100 ft W/O Alt 19 SS '.., `,4985 Klosterman Road 11 Seminole Blvd 150 ft S/O 110thAv 144. E6'. " ~ "10953 Seminole Boulevard 12 Seminole Blvd 40 ft SIO 122 Av,N ES ; 12199 Seminole Boulevard 13 Seminole Blvd 600 ft S/O 11.4ttT.Av.N Wi 11140 Seminole Boulevard 14 Seminole Blvd 75 ft SIO 106 Xv. 1?F;s 10595 Seminole Boulevard 15 Walsingham Rd B00 ft W/b kide Rd SS Rail Road Row S` March 18, 2003 TAX M G4/31/16173728/000101 So 04131/16/73728/0()0/0160 04/31 /16/64278/002/0220 35/27/15/19872/08110090 24/27115/89280/00016102 01/28/15/88560/149/0003 07/291161000001330/1200 18128116/00000/130/0400 35/30116/08928/01310190 24/27/15/376561000/0040 15130/151796 B 6/000/2062 10/30/15/643321001 /0010 15130/15/00000/24010200 1 513 011 5/8 0 0 4 6/0 0 0/0 0 1 0 16/30/15/000001110/0100 0 ?z nr . r m? n to CC ?{ fk) :D N to CLEAR CHANNEL OUTDOOR NWAP BILLBOARDS AS OF MARCH zQQa SIGN ORDINANCE SETTLEMENT: PROPOSED REMOVAL SCHEDULE `=•f FJiIUBiT D ?` - LOCATION TAX 11 1 100th Way N 250 ft N/0 Bay Pines Blvd ES 469110* Way l$1 2 142nd AV N 150 ft W10 66th St N NS 6685142nd"!;ven6e N 3 142nd AV N 75 ft W/O Honeywell Rd SS 142n4'i4vejure lJ 4 28111 St N 100 ft N10 47th AV N WS 470.0 2E?h St N 5 28th St N 150 ft S/O 46th AV N WS 4562 28lh,Street N ? 6 46th AV N 40 ft E/O 67th St N SS 6692+46t1t Avenue N 7 49th St N 0.2 mi S/O Roosevelt Blvd ES 14835 49th Street N 8 49th St N 0.3 mi S/O Roosevelt Blvd 14*k5 49th Street N 9 49th St N 200 ft N10 47th Av N ES ?` `4721 49th Street N 10 49th St N 530 ft N10 Ulmerton Rd :WS°''r • ;':..1,3750 49th Street N 11 49th St N 70 ft S/O 46th AV N ES .44593 49th Street N 12 54th AV N 110 ft W/O 40th St fl"S.5 4000 54th Avenue N 13 54th AV N 140 ft E/O 49th St 14`5,55 '" , ?••. 5353 49th Street N 14 54th Av N 15 ft E/O 25th St'fil"fVS •,? ;' 2551 54th Avenue N 15 54th AV N 15 It E/O 42nd tt N ;N;S 4193 54th Avenue N .16 54th AV N 30 ft W/O Hairi'es Ftd.,$5 5300 Haines Road 17 54th AV N 400 ft W/0 ?"66tft•St•,N 6633 54th Avenue N 18 541h AV N 50 It W/Q'. 49.ft.St ?t•,NS 4011 54th Avenue N 19 54th AV N goo ft 1*!O;£6tti} SrJ?I 'NS 6425 54th Avenue N 20 62nd AV N 200 ft.'1;/0'21st St N SS 2000 62nd Avenue N 21 66th St N D.3 rtil N/Q`--JJlrrierton Rd ES 14019 66th Street N 22 66th St N 1813 ft Vg..68th`Av N WS 6800 66th Street N 23 66th St N 335''41.. N/Q.`58th AV N WS ' 5980 66th Street N 24 66th St N:400 ft'* -4/0 46th AV N WS 4700 66th Street N 25 66th St I4 4:`00 it S10 58th AV N ES 5601 66th Street N 26 66th fSk K, 56rft..'N/0 41st Av. N ES 4104 66th Street N 27 6614t tJ . ft. -MO 55th AV N WS 5500 66th Street N 28 66the6t:N 5b-ft S/O 123rd AV N WS 12200 66th Street N 29 66th S1,0-506 ft S/0 54th AV N WS 5242 66th Street N 30 ;jA7t 8'•mi N10 Klosterman Rd WS 1800 S Pinellas Avenue 31, R.?Ictier'Rii 380 ft N/0 Ulmerton Rd ES 13445 Belcher Road 32, '13elfeai(Rd 150 ft El0 Myrtle Av SS 704 Belleair Road 33• •. Clearzirater Largo Rd 200 ft S/0 Belleair Rd 1621 S Fort Harrison Avenue 34 Drew St 100 ft E/O Coachman Rd NS 2101 Drew Street 35 Haines Rd 100 ft W/O 60th AV N NS 5005 Haines Road 02/31/15100000/2-3010500 06/30/16170938/100/1403 06130116/410941001/0100 02/31/16/44100/000/0110 02/31116/44082100010070 06131116/00000/410/0800 04/30/16/70902/100/0302 04/30/16170902/100/0204 04/31116/803341000/0090 04/30116170902/400/1103 04/31116/00000/410/1400 03/31/16151048/04110140 04/31116/64278/002/0220 351301161000001430/2100 34/30116/96156/002/0230 02/31 /16/33930/001/0010 31130116146296/00010150 34130/16/961561002/0150 32/30/16/69930/331/0401 36/30/16/000001320/0300 05/3.0/16/1090&001/0040 31/30/16/58032/000/0120 31/30116/39636/001/0010 D6/31116103636/000/0230 32130116/72306/00010011 0 5/3 111 612 9 4 3 0/0 D 110040 3 1 /3 011 6 /4 62 9 6/0 0 01DO50 07/3011680956/400/1607 06131/16/69480/001/0080 24127/15139960MOO/D120 06/30/16809381300/0902 27/29/15ID7902/00110010 28/29/15/000001110/0300 12129/15155818100010004 35/30/16/089281008/0200 a 'T1 v NZ mU) n ru 0 W z ?I -t ?r- ND 0 March t8. 20D3 36 Haines Rd 300 ft NJO 64th AV N ES 6421 Haines Road ' ` 35/30/16/95076/001!0110 37 Haines Rd 40 ft N/O 58th AV N ES '; 5845 Haines Road :••:::. 35l30l16/08928101410100 38 Haines Rd 50 ft S/0 51 st Av N ES 2445 51 st Ave N ' • • •:. _:.:.. ; 02131/16138070/000/0010 39 Hercules AV 02 mi SID Calumet St WS 1700 N Hercules Avenue 12129/15/00000121010100 40 Hercules AV 0.5 mi S/0 Sunset Pt Rd WS 1426 N HercufesAveniue 12/29/15/38250/000/3000 41 Lakeview Rd 75 R E/0 Missouri AV SS 1301 S MissoUri,Ave a 22/29/151582301000/0010 42 Myrtle AV 15 ft S/0 Belleair Rd ES 704 Belleair Read`... ;. 2729/15107902/001/0010 43 Myrtle AV 500 ft SID Belleair Rd WS 1621 S Port F" isOn Avenue 2829/15/00000/110/0300 44 Park Blvd 0.3 ml W10 79th ST N SS 8100 Pa'tk Boulevard 25/30115/000001430/0100 45 Park Blvd 0.5 mi E/O Starkey Rd SS Park Sgdle?retd_: ' 25/30/15/696781400/4301 46 Park Blvd 150 ft W/O 75th St N NS 7001 N4 8aulevard 30130/16/036161000/0090 47 Park Blvd 160 ft W10 76th St N SS 7658 ParX B.dulevard 30/30116103816/00010240 48 Park Blvd 300 ft E/O 83rd St N NS 8201`P•a*4? oulevard 25130/15/69678/400/3603 49 Park St 0.5 mi N/O Tyrone Blvd ES 5001 Park Street 01/31/15/00000/130/1400 50 Roosevelt Blvd 0.3 mi E/0 49th St N SS' '.. 4660•Roosevelt Blvd D4/30116/70902/100/1601 51 Roosevelt Blvd 75 ft W/O George Rd SS`z,: 575t1`Rooseveft Boulevard 32129/16/151561007/0040 52 Seminole Blvd 100 ft SID 54th AV 385 Seminole Boulevard 03/31/151000001120/0900 53 Seminole Blvd 125 ft S/0 114th Av'N I?S•, ~ X1193 Seminole Boulevard 15/30/15164368/004/0020 54 Seminole Blvd 15 ft S/O 122 Av.N • WS. ? :12150 Seminole Boulevard 10/30/151705061300/1701 55 Seminole Blvd 150 ft S/O Porpaise 02 k:Dr;.* 8701 Seminole Boulevard 22/30/151000001430/0900 56 Seminole Blvd 25 ft SIO 114th'A-v*N,,W 11340 Seminole Boulevard 15/30115/00000240/0100 57 Seminole Blvd 400 It S/O 10M- '*Av R.. WS 10510 Seminole Boulevard 15130/15/00000134010200 58 Seminole Blvd 50 ft S/O.`I00th,,Av,N ES 9919 Seminole Boulevard 22/30/15/00000/12010900 59 Seminole Blvd 500 ft S10 'i:1'Qt0 Av:.tV ES 10717 Seminole Boulevard 15/30115/70596/40010900 60 Seminole Blvd 500 ft:.SlO'?..115th Av N ES 11725 Seminole Boulevard 10130115/64314/001/0681 61 SR 580 0.3 mi W/O" U6;-ti$ SS:` 2321 SR 580 30/28/16/23282/000/D010 62 SR 580 100 ft EIQ•..Beil F?aven Dr NS 2300 SR 580 30/28/16/07254/000/2002 63 SR 580 500 ft E'/O.' eipher•#td NS 2250 SR 580 3028/16107254/000/2500 64 Starkey Rd 0,2 mi .N10 Otrnerton Rd ES 1625 Starkey Rd 01/30/15170416/300/0601 65 Starkey Rd 0.t`mi S70 Ulmerton Rd WS 12382 Starkey Road 11/30/15/70524/40010103 66 Starkey Rd' 106 ft -N/O;;'Ulmertan Rd ES 2255 Starkey Road 01/30/15/00000/30010900 67 Starkey Ftd Abb.-.ft $/O 125th Av N WS 12544 Starkey Road 11/30115/70524/400/0100 68 SunseitOt R8'-0.'I nai W10 Hercules Av SS 1945 Sunset Point Road 0129l15/70164/3D0/030D 69 ?. Tyrone B1vcf •.6a tt E/O Park St NS 4055 Tyrone Boulevard 01131115/00000143010200 70 UlrrreA64.Rd'•Q.I mi W/O 66th St N SS 6700 Ulmerton Road 07130/16/70956/10010201 71 LY[merto.aRd..4.2 ml W/O Starkey Rd NS 9185 Ulmerton Road 02130115/000001440/0400 72 ; Ultne7tAn Rd 0.2 mi W/O Starkey Rd SS 9190 Ulmerton Road 11/30/15/70524/10010400 73,. Ulmehi n-•Rd 0.5 mi E/0 Walsingham Rd NS 12551 Ulmerton Road 08/30/15/70470/400/1602 4 'lllniertan Rd 15 ft W/O Wild Acres Rd SS 8340 Ulmerton Road 12/30/15!70542!200/0100 75' ..Utme(.ton Rd 180 ft WIO C034 NS 8321 Ulmerton Road 01/30/15/70416/300!1401 76 Ulmerton Rd 200 ft E/O Belcher Rd NS 7641 Ulmerton Road 06130116170938/300/0904 77 Ulmerton Rd 200 ft EIO Starkey Rd NS 8791 Uimerton Road 01/30/15170416/300/0907 78 Ulmerton Rd 225 ft E/0 Lake AV NS 9475 Ulmerton Road 02130115/70434/400/2502 0 mM r) r- 7c in r) 100 M z ?{ a? N x 0• M March 18. 2003 79 Ulmerton Rd 225 ft W/O Walsingham Rd SS 12800 Walsingham Ijoatl. 17/30/15[70632/100/0502 80 Ulmerton Rd 300 ft WIO Lake Av SS 9470 Ulmerton Roa, ;. 11130115193348100110011 81 Ulmerton Rd 400 ft WIO Wild Acres Rd SS 8340 Ulmerton Rgad.. , " s 12130/15170542/200/0100 82 Ulmerton Rd 450 It W/O Coral Way NS 8175 Ulmerton,A69d. 01130/15[70416/400/1005 83 Ulmerton Rd 600 ft W/O Belcher Rd NS 7935 Ulmerton FTdBd 01/30/15118126/001/0100 84 Ulmerton Rd 850 ft W/O Walsingham Rd SS 12952 Walsingham.&ad 17/30/15/70632/10010704 85 Walsingham Rd 250 ft E/O Ulmerton Rd NS 12651 W,arFsir 4fv Rgad 08/30/15/70470/40013001 86 Walsingham Rd 500 ft W/O 146th St SS 14680 fl8tli')?ve6vi"N 18/30/15/000001220/0100 s] m rq m:D xm ?o mz -j { G3 _q N 31 N March 18, 2003 CLEAR C E1 OUTDOOR SICK ORDINANCE SEt71.MU :••,.•:'f0;BttLBDARBS AS OF MARCH 2093 i. ' Fry=.[ {T 18CATION ADDRESS-' TAX m 1 34th St N 0.6 mi N10 38th Av N WS 4550 341h Streit N 03131/16/00000/41010100 2 34th St N 125 ft S/O 58th Av N ES 5755 3'th treel'N 35130/16/014041001/0010 3 62nd St N 500 ft N10 Ulmerton Rd WS 6?nd Avdbu4 N 05/30116170920/300/1504 4 Curfew Rd 500 ft W10 US 19 NS 3062211S l ighway 19 N 18/28116/00000/24010800 5 Gandy Blvd 0.3 mi E/O San Fernando Blvd 13080•Gatidy Boulevard 16/30117100000/320/0500 6 Gandy Blvd 0.3 mi W/O San Martin Blvd SS 10568 Gandy Boulevard 17/30/17100000/34010600 7 Gandy Blvd 100 ft FJO Oak St SS 10.490 Gandy Boulevard 18/30/17100000144011000 8 Gandy Blvd 1004 W/O Oak St NS 30395 Gandy Boulevard 18/30/17/00000/44010300 9 Gandy Blvd 200 ft W/O San Fernando fvd. , `,1.x.350 Gandy Boulevard 17/3D117128584/0D610002 10 Gandy Blvd 350 ft W/O San Martin BJvcF ASS T0610 Gandy Boulevard 17130/17/000001340/0300 11 Gandy Blvd 420 ft FJO San Martin $Evi#. SS;' 10820 Gandy Boulevard 17130117128512/002/0120 12 Gandy Blvd 650 ft PO San Ferrtando'Sh d; S 12020 Gandy Boulevard 17/30/17/28602/00510140 13 Gandy Blvd 700 ft W/O San'liilai, ?in.Blvd x+15 Gandy Boulevard 17/30/17/00000/31010100 14 • Haines Rd 250 ft N/O 50th/Au N WS 5052 Haines Road 02131116/00000/110/0200 15 1-275 50 ft N/0 Haines 5001 Haines Road 02/31/16/38070/D00/0200 16 McMullen Booth Rd 10Lf tt Sl©..S,.R 580 ES ` 3101 McMullen Booth Road 28128116/00000121010300 17 Nursery Rd 50 ft W/O 1)4-19 9$ 18584 US Highway 19 N 19/29/16/00000/440/0100 18 SR 580 150 ft E/O. M?Mulren Booth Rd SS 3101 McMullen Booth Road 2812811610DOOM1010300 19 Ulmerton Rd 0.8 ji l•. FJb US 19 SS 5560 Ulmerton Road 09/30/161709921200/0402 20 Ulmerton Rd 196 ft' EIQ.. U8-.- 19 SS 6250 Ulmerton Road 08/30116/70974120010102 21 Ulmerton Rd ..f5 ff.?FJQ 34th St N SS 3350 Ulmerton Road 11/30/16100000/220/0300 22 Ulmerton Rd 5b•ft 111NQ Stoneybrook Dr NS Ulmerton Road 03/30116/70884/400/1002 23 Ulmerton ltd 575't -?W /0 34th St N SS 3550 Ulmerton Road 10/30116/71010/100/0104 24 U1mertoriR4 625 ft=.E/0 49th St N SS 4730 Ulmerton Road 09/30/161709921100/0103 25 Ulmeo alt:? d `606 fl' W/O 49th St N NS 5115 Ulmerton Road 04/301161709021400/0901 26 Ulmerkon'RO-- 85x7 ft E/O SR 686 NS 3939 Ulmerton Road 03130/16170684/300/1401 27 Ujff&rtbfRRd"'9100 ft 1JO Feather Sound Dr N 1960 Ulmerton Road 01130116/000001330/0120 28 Lj mertZmRd =900 ft E/O SR 686 NS 3939 Ulmerton Road 03130/16/70884/300/1401 29 ; US 1,3-:0.1''mi S/O Curfew Rd ES 2,9101 US Highway 19 N 19/28/16100000113010300 N/O SR 580 ES 27419 US Highway 19 N 30/28116/07218/000/1100 31 11.,S;19 0.2 mi S/0 Belleau Rd WS 17964 US Highway 19 N 30/29116100000/11010600 32 ' #JS 19 0.2 mi S10 East Bay Dr WS 15360 US Highway 19 N 31/29116/70344/400/1603 33 US 19 0.2 mi S/O Nebraska Av ES 33119 US Highway 19 N 0628/16100D00/430/0500 34 US 19 0.3 mi N/O Republic Dr WS 28774 US Highway 19 N 19/28/16100000/310/0300 35 US 19 0,3 mi N10 SR 580 ES 27839 US Highway 19 N 30/28/16/07218100011800 D xz mm 0 r I r m x cn -n mo CD z -c cs rr rom 0. m W March 18, 2003 36 US 19 0.3 mi N/O SR 584 WS 32898 HWY. 19 NOR7,Wil 37 US 19 0,4 mi N/O East Say Dr ES ':.. 16405 US Highway 4V 38 US 19 0.4 mi S/O Curlew Rd WS 29712 US Highwa)69 Pil 39 US 19 0.5 mi S/O Curlew Rd WS 29450 US Highway-*.j9'N•`•'-?.:. 40 US 19 0,5 mi S/O SR 584 ES 31515 US Highwgy.1?.N 41 US 19 0.6 mi S/O 110th Av N ES 10815 US Highway 19 N 42 US 19 0.6 ml S/O Curlew Rd WS 29194 US Hbghvray 19•.N 43 US 19 0.7 ml S/O Curlew Rd WS 29194 US Highway 19:1V 44 US 19 0.7 mi S/O Klosterman Rd ES 37517 US Righway 19 N 45 US 19 0.8 ml S/O Curlew Rd ES 28801,JA-. ligtii tay 19 N 46 US 19 0.9 mi S/O Klosterman Rd WS 371'82. US Hiolfway 19 N 47 US 19 100 ft S/O Beckett Way WS 43:386..U§-.H66hway 19 N .48 US 19 15 ft S/O Oak Av ES 36657D S Highway 19 N 49 US 19 150 ft N/O Ulmerton Rd WS 13400 l)S Highway 19 N 50 US 19 200 ft S/O Beacon Grove Blvd W$ ... 34338 US Highway 19 N 51 US 19 25 ft N/O Alderman Rd WS `'•35.4*04.iUS Highway 19N 52 US 19 25 ft N/O Haas Av WS 2582;Haas Avenue 53 U5 19 25 ft 5/O 110th Av N ES `'' .:0925 US Highway 19 North 54 ::.. US 19 250 ft NIO SR 580 ES ?._ 'V ` :.•,27317 US Highway 19 N 55 ES. US 19 300 ft N/O Klosterman Rd 38799 US Highway 19 N 56 US 19 300 ft S/O Ulmerton Rd,i S, ' 13383 US Highway 19 N 57 US 19 40 ft N10 Cove Cay 81 WS'. 17722 US Highway 19 N 58 US 19 400 ft N/O Republfc• Dr ES-,, 28253 US Highway 19 N 59 US 19 5DO ft N/O Curlew•.91 M-- 30522 US Highway 19 N 60 US 19 500 ft S/O EasYBayb, -Vvs,-. US Highway 19 N 61 US 19 500 ft SIO Oak AY 'WS ' . 36400 US Highway 19 N 62 US 19 500 ft S/O SR 584,.S •:` 32257 US Highway 19 N 63 US 19 600 ft N/O•••L irnerton Rd ES 13577 US Highway 19 N 64 US 19 600 ft WO:{1•fr '64.on.Rd WS 13750 US Highway 19 N 65 US 19 700 ft t;UO'•Aep'ubl'ic Dr WS 28342 US Highway 19 N 66 US 19 700 t3.:SlO.:Be6kett Way WS 43380 US Highway 19 N 67 US 19 7Qd ft.,.S/O,-kfo5lerman Rd ES 38313 US Highway 19 N 68 US 19 7,5, ft%.N1Q9 1341leair Rd WS 18300 US Highway 19 N 69 US 19'150 ft SfO,•150th Av N WS US Highway 19 N 06/28/16100000134010900 32129116/14359/001/0010 18/28116/00000/340/1400 19128/ 16100000/210/0 300 07/28/16/00000/430/0200 16/30/16/69732/30013706 19/28/16/000001240/0100 19/28/16/0000012401010D 30/27/16156484/000/0010 19/28/16/00000/130/0400 30127/16/89460/000/0280 06/27116!89388/000/0390 30/27/16/48492/000/1090 05/30/16/70920/300/1307 06/28116100 DO 0/210/0100 31127116100000/240/0100 06/29/16134866/000/0150 16130116/69732/30013702 30/28/16/07218/0 D0/1001 19127/16/89442/00010141 08130/16170974/200/0103 30/29/16/000001140/0300 19)28/16/27940/001/0010 16/28/16/00000/24D/0800 31/22116/70344/400/0106 30127/16/000001340101 DO 07128116100000113010500 05/30/16170920/3D0/1504 05/30/16[70920/300/1201 19128/ 16/07290/00010040 06/27/16/89388/000/0390 19/27116/55638/000/0081 19129116/000001440/1300 06130/18170938/100/1608 0 _9 ro pi M ?r A N N Q M z N ? Q• m A March 18, 2003 To Y' Pinellas County c/o Of}icc of the Pinellas County Attorney Clew-water, Florida AGREEMENT OE TRAJtiOklit-E Undcr this Agreement of Transf crec, made,tJiis do'y of , 2 ("Transferee") acknowledges and agrees as fbllows: 1. Transferee acknowledges that `.. ?•?;?C!¢iv Churrnel Duttluur, lnc.. - GCProperdin USA, hrc•. dklh' tler?(ikv ofthesuccrs>•urIn interest uutrs the time of this Agreement is transferring one or morebflhc hill-board structure(s) to Transferee, which structures arc identified in Exhibit attachet}•i'eto. 2. Transfei-06 a*10Wter3ges that Clear Channel Outdoor, Inc., 5uuus Corporation, GCN6 acs USA, Inc, and Pinellas County have entered into a settlement agreement dated,.ns"ot* M, 2003, which governs the billbuard structure(s) and accompamyutg"? jjrf face(s). Transferee acknowledges having received a copy of said settlem¢it0grc&c. it and understands all of the teams, provisions, conditions, and li111it5ti6ns'ofthot scttlement agreement. ".;3. :,consideration for receiving the benefits of the transfer of the structure(s) and thb eceonipallying sign face(s) and for oilier good and valuable consideration; the receipt and sul?iciency of,,vhiclt is hereby ackno?%-Iedgrcl, Transfcree agrees to be bound by alJ ofthe terns, provisions, conditions, and limitations of' that settlement agreement as the 0 _q _U Mz Pt m ?r (no mz j-4 v mr rd 3) 01 m 1:. F;:'?! r n•? I C s:une may apply to the billboard structure(s) and sign fiiecs o?i iicil'byutc undersigned Transferee or in which the undersigned Transferce has anlatcrest, including tl:e condition ;u z that the undersigned Transferce obtain the saine ugrcenleufronl,any subsequent n rr- m :D xn transferee. _ N O m z Witnesses: "? D { r' °<. h) 3) m. m -2- IN THE UNITED SZ•ATES.DISTRICT;.'.Q.t-).XT,,. `j MIDDLE DISTRICT. OF FLORID.A `?. TAMPA DIVISION ELLER MEDIA COMPANY, a Delaware corpmration, and SUNUS CORPORATION, a Florida corporation, Plaintiffs, CascrNo- 3:00 CV 979-T-30EAJ VS. PINELLAS COUNTY, a political ` subdivision of the State of Florida, •.,,' :, . .ter . Defendant. The panics hereto, by arid:jh.rp.ugh their undersigned counsel, stipulate and agree as follows: I. That the%parties have amicably settled their differences herein, their settlement being cinbodicd in a writt&.Settlcmenl Agreement duly approved and. executed by both parties. 2. I'll t"% he C.purt shall enter an Stipulated Final Judgment Approving Settlement Agreement, in W6 fo1-1 ladiied hereto as Exhibit A. STIPrUILATED AND AGREED to this day of , 2003. `S. HOLLAND & KNIGHT, LLP Attorneys for Eller Media Company n/k/a Clear Channel Outdoor, Inc, and Sunus Corp. 200 Central Avenue, Suite 1600 Post Office Box 3542 (Zip 33733-3542) St. Petersburg, FL 33701 (727) 896-7171; Fax: (727) 322-8045 B r: Lisa B. Dodge Florida Bar No. 0454549 a M z Fri M n r' m:D x in W o m z © '+l n) W o. m 6 I'l-U i "Ll-71 a ROGER?,'FQ1??1rRS Attul eys j.or?'ind las County 130F. ig cr1jka Boulcvard, Suite 1500 3acksbnOl4e; Florida 32207 (904) 3%,J9.1, `1; Fax: (904) 396-0663 '.William D. Brinlon . Flo.Na Bar No. 0242500 t: 0 -q "a V Z nr, w r m x U) N O (10 z li -1 -< si ? m? o• ai ro Ill. R 4 ,. / IN THE CIRCUIT COURT OF THE SIXTH JUDICI.AI `*CJ. ,'CUIT IN AND FOR PINELLAS COUNTY,it-LOTOA CIVIL DIVISION ' ELLER MEDIA COMPANY, a Delaware corporation, and SUNUS CORPORATION, _ a Florida corporation, Plaintiffs, +.Ca F:? ,46.00- 3639-CI-08 VS. PINELLAS COUNTY, a political subdivision of the State of Florida, "'? .. Defendant. JOINT 1140TT0 !?C32: +:N7'RZ' Or FINAL JUDGMENT API'RQVNaa 5?'TTl.rn] ENT AG)JE, EM E4 NT The pailics hereto, bj%.and-:throudi their undersigned counsel, stipulate and agree as follows: I. That the:;paities have amicably settled their differences herein, their settlement being embodied in a ?vtittet!%?ctilument Agreement duly approved and executed by both parties. 2. That""fig ~Court shall enter an Stipulated Final Judgment Approving Settlement Agreement, in tl?e i:Rnii 4ttached hereto as Exhibit A. STIPIJL`ATI D'AND AGREED to this day of .32003. HOLLAND &- KNIGHT, LLP Atto -nevs for Eller Media Company n/kln Clear Channel Outdoor, Inc. and Sunus Corp. 200 Central Avenue, Suite 1600 Post Office Box 3542 (Zip 33733-3542) St. Petersburg, FL 33701 (727) 896-7171; Fux: (727) 822-8048 I3 v: Lisa B. Dodge Florida Bar No. 0854549 0 9v nr x0 -n W z i{ T c? r tU :D D W EXHIBIT '?GZrF s r r• ,I F STIPULATED AND AGREED to this !Y day of 2003. ROGr-Rs`'FdW-l R. Attom<V£ ; r--Pijpklus Comity 1301'Ri 6pla:e Boulevard, Suitc 1500 JackSoliMlc Fjoridu 32207 (904)`3•-9,3-39I'I; Fax: (904) 396-0663 a M Z 1'1 Ri !" 1 r" r- m ? x as N O 0 z N 33 Q• O I" Statutes & Constitution :View Statutes : Online Sunshine Page 1 of 3 10 Select Year: 2006 - Go The 2oo6 Florida Statutes Title I Chapter 70 CIVIL PRACTICE AND RELIEF FROM BURDENS ON REAL PROCEDURE PROPERTY RIGHTS View Entire Chapter 70.20 Balancing of interests.--It is a policy of this state to encourage municipalities, counties, and other governmental entities and sign owners to enter into relocation and reconstruction agreements that allow governmental entities to undertake public projects and accomplish public goals without the expenditure of public funds while allowing the continued maintenance of private investment in signage as a medium of commercial and noncommercial communication. (1) Municipalities, counties, and all other governmental entities are specifically empowered to enter into relocation and reconstruction agreements on whatever terms are agreeable to the sign owner and the municipality, county, or other governmental entity involved and to provide for relocation and reconstruction of signs by agreement, ordinance, or resolution. As used in this section, a "relocation and reconstruction agreement" means a consensual, contractual agreement between a sign owner and a municipality, county, or other governmental entity for either the reconstruction of an existing sign or the removal of a sign and construction of a new sign to substitute for the sign removed. (2) Except as otherwise provided in this section, no municipality, county, or other governmental entity may remove, or cause to be removed, any lawfully erected sign located along any portion of the interstate, federal-aid primary or other highway system, or any other road without first paying just compensation for such removal as determined by agreement between the parties or through eminent domain proceedings. Except as otherwise provided in this section, no municipality, county, or other governmental entity may cause in any way the alteration of any lawfully erected sign located along any portion of the interstate, federal-aid primary or other highway system, or any other road without first paying just compensation for such alteration as determined by agreement between the parties or through eminent domain proceedings. The provisions of this section shall not apply to any ordinance the validity, constitutionality, and enforceability of which the owner has by written agreement waived all right to challenge. (3) In the event that a municipality, county, or other governmental entity undertakes a public project or public goal requiring alteration or removal of any lawfully erected sign, the municipality, county, or other governmental entity shall notify the owner of the affected sign in writing of the public project or goal and of the intention of the municipality, county, or other governmental entity to seek such alteration or removal. Within 30 days after receipt of the notice, the owner of the sign and the municipality, county, or other governmental entity shall attempt to meet for purposes of negotiating and executing a relocation and reconstruction agreement as provided for in subsection (1). http://www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 Statutes & Constitution :View Statutes : Online Sunshine Page 2 of 3 W (4) If the parties fail to enter into a relocation and reconstruction agreement within 120 days after the initial notification by the municipality, county, or other governmental entity, either party may request mandatory nonbinding arbitration to resolve the disagreements between the parties. Each party shall select an arbitrator, and the individuals so selected shall choose a third arbitrator. The three arbitrators shall constitute the panel that shall arbitrate the dispute between the parties and, at the conclusion of the proceedings, shall present to the parties a proposed relocation and reconstruction agreement that the panel believes equitably balances the rights, interests, obligations, and reasonable expectations of the parties. If the municipality, county, or other governmental entity and the sign owner accept the proposed relocation and reconstruction agreement, the municipality, county, or other governmental entity and the sign owner shall each pay its respective costs of arbitration and shall pay one-half of the costs of the arbitration panel, unless the parties otherwise agree. (5) If the parties do not enter into a relocation and reconstruction agreement, the municipality, county, or other governmental entity may proceed with the public project or purpose and the alteration or removal of the sign only after first paying just compensation for such alteration or removal as determined by agreement between the parties or through eminent domain proceedings. (6) The requirement by a municipality, county, or other governmental entity that a lawfully erected sign be removed or altered as a condition precedent to the issuance or continued effectiveness of a development order constitutes a compelled removal that is prohibited without prior payment of just compensation under subsection (2). This subsection shall not apply when the owner of the land on which the sign is located is seeking to have the property redesignated on the future land use map of the applicable comprehensive plan for exclusively single-family residential use. (7) The requirement by a municipality, county, or other governmental entity that a lawfully erected sign be altered or removed from the premises upon which it is located incident to the voluntary acquisition of such property by a municipality, county, or other governmental entity constitutes a compelled removal that is prohibited without payment of just compensation under subsection (2). (8) Nothing in this section shall prevent a municipality, county, or other governmental entity from acquiring a lawfully erected sign through eminent domain or from prospectively regulating the placement, size, height, or other aspects of new signs within such entity's jurisdiction, including the prohibition of new signs, unless otherwise authorized pursuant to this section. Nothing in this section shall impair any ordinance or provision of any ordinance not inconsistent with this section, including a provision that creates a ban or partial ban on new signs, nor shall this section create any new rights for any party other than the owner of a sign, the owner of the land upon which it is located, or a municipality, county, or other governmental entity as expressed in this section. (9) This section applies only to a lawfully erected sign the subject matter of which relates to premises other than the premises on which it is located or to merchandise, services, activities, or entertainment not sold, produced, manufactured, or furnished on the premises on which the sign is located. (10) This section shall not apply to any actions taken by the Department of Transportation that relate to the operation, maintenance, or expansion of transportation facilities, and this section shall not affect 4 http://www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 ON Statutes & Constitution :View Statutes : Online Sunshine Page 3 of 3 existing law regarding eminent domain relating to the Department of Transportation. (11) Nothing in this section shall impair or affect any written agreement existing prior to the effective date of this act, including, but not limited to, any settlement agreements reliant upon the legality or enforceability of local ordinances. The provisions of this section shall not apply to any signs that are required to be removed by a date certain in areas designated by local ordinance as view corridors if the local ordinance creating the view corridors was enacted in part to effectuate a consensual agreement between the local government and two or more sign owners prior to the effective date of this act, nor shall the provisions of this section apply to any signs that are the subject of an ordinance providing an amortization period, which period has expired, and which ordinance is the subject of judicial proceedings that were commenced on or before January 1, 2001, nor shall this section apply to any municipality with an ordinance that prohibits billboards and has two or fewer billboards located within its current boundaries or its future annexed properties. (12) Subsection (6) shall not apply when the development order permits construction of a replacement sign that cannot be erected without the removal of the lawfully erected sign being replaced. History.--s. 1, ch. 2002-13; s. 10, ch. 2005-2. Copyright © 1995-2006 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 Statutes & Constitution :View Statutes : Online Sunshine Pagel of 5 Select Year: 2006 I { Gb The 20o6 Florida Statutes Title Xl Chapter 163 View Entire COUNTY ORGANIZATION AND INTERGOVERNMENTAL Chapter INTERGOVERNMENTAL RELATIONS PROGRAMS 163.3164 Local Government Comprehensive Planning and Land Development Regulation Act; definitions.--As used in this act: (1) "Administration Commission" means the Governor and the Cabinet, and for purposes of this chapter the commission shall act on a simple majority vote, except that for purposes of imposing the sanctions provided in s. 163,3184(l 1), affirmative action shall require the approval of the Governor and at least three other members of the commission. (2) "Area" or "area of jurisdiction" means the total area qualifying under the provisions of this act, whether this be all of the lands lying within the limits of an incorporated municipality, lands in and adjacent to incorporated municipalities, all unincorporated lands within a county, or areas comprising combinations of the lands in incorporated municipalities and unincorporated areas of counties. (3) "Coastal area" means the 35 coastal counties and all coastal municipalities within their boundaries designated coastal by the state land planning agency. (4) "Comprehensive plan" means a plan that meets the requirements of ss. 163 3177 and 163.3178. (5) "Developer" means any person, including a governmental agency, undertaking any development as defined in this act. (6) "Development" has the meaning given it in s. 380.04. (7) "Development order" means any order granting, denying, or granting with conditions an application for a development permit. (8) "Development permit" includes any building permit, zoning permit, subdivision approval, rezoning, certification, special exception, variance, or any other official action of local government having the effect of permitting the development of land. (9) "Governing body" means the board of county commissioners of a county, the commission or council of an incorporated municipality, or any other chief governing body of a unit of local government, however designated, or the combination of such bodies where joint utilization of the provisions of this act is accomplished as provided herein. http://www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 Statutes & Constitution :View Statutes : Online Sunshine Page 2 of 5 (10) "Governmental agency" means: (a) The United States or any department, commission, agency, or other instrumentality thereof. (b) This state or any department, commission, agency, or other instrumentality thereof. (c) Any local government, as defined in this section, or any department, commission, agency, or other instrumentality thereof. (d) Any school board or other special district, authority, or governmental entity. (11) "Land" means the earth, water, and air, above, below, or on the surface, and includes any improvements or structures customarily regarded as land. (12) "Land use" means the development that has occurred on the land, the development that is proposed by a developer on the land, or the use that is permitted or permissible on the land under an adopted comprehensive plan or element or portion thereof, land development regulations, or a land development code, as the context may indicate. (13) "Local government" means any county or municipality. (14) "Local planning agency" means the agency designated to prepare the comprehensive plan or plan amendments required by this act. (15) A "newspaper of general circulation" means a newspaper published at least on a weekly basis and printed in the language most commonly spoken in the area within which it circulates, but does not include a newspaper intended primarily for members of a particular professional or occupational group, a newspaper whose primary function is to carry legal notices, or a newspaper that is given away primarily to distribute advertising. (16) "Parcel of land" means any quantity of land capable of being described with such definiteness that its locations and boundaries may be established, which is designated by its owner or developer as land to be used, or developed as, a unit or which has been used or developed as a unit. (17) "Person" means an individual, corporation, governmental agency, business trust, estate, trust, partnership, association, two or more persons having a joint or common interest, or any other legal entity. (18) "Public notice" means notice as required by s. 125.66(2) for a county or by s. 166.041(3)(a) for a municipality. The public notice procedures required in this part are established as minimum public notice procedures. (19) "Regional planning agency" means the agency designated by the state land planning agency to exercise responsibilities under law in a particular region of the state. http://www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 Statutes & Constitution :View Statutes : Online Sunshine Page 3 of 5 (20) "State land planning agency" means the Department of Community Affairs. (21) "Structure" has the meaning given it by s. 83 0.031(19). (22) "Land development regulation commission" means a commission designated by a local government to develop and recommend, to the local governing body, land development regulations which implement the adopted comprehensive plan and to review land development regulations, or amendments thereto, for consistency with the adopted plan and report to the governing body regarding its findings. The responsibilities of the land development regulation commission may be performed by the local planning agency. (23) "Land development regulations" means ordinances enacted by governing bodies for the regulation of any aspect of development and includes any local government zoning, rezoning, subdivision, building construction, or sign regulations or any other regulations controlling the development of land, except that this definition shall not apply in s. 163.3213. (24) "Public facilities" means major capital improvements, including, but not limited to, transportation, sanitary sewer, solid waste, drainage, potable water, educational, parks and recreational, and health systems and facilities, and spoil disposal sites for maintenance dredging located in the intracoastal waterways, except for spoil disposal sites owned or used by ports listed in s. 403.021(9)(b). (25) "Downtown revitalization" means the physical and economic renewal of a central business district of a community as designated by local government, and includes both downtown development and redevelopment. (26) "Urban redevelopment" means demolition and reconstruction or substantial renovation of existing buildings or infrastructure within urban infill areas or existing urban service areas. (27) "Urban infill" means the development of vacant parcels in otherwise built-up areas where public facilities such as sewer systems, roads, schools, and recreation areas are already in place and the average residential density is at least five dwelling units per acre, the average nonresidential intensity is at least a floor area ratio of 1.0 and vacant, developable land does not constitute more than 10 percent of the area. (28) "Projects that promote public transportation" means projects that directly affect the provisions of public transit, including transit terminals, transit lines and routes, separate lanes for the exclusive use of public transit services, transit stops (shelters and stations), office buildings or projects that include fixed-rail or transit terminals as part of the building, and projects which are transit oriented and designed to complement reasonably proximate planned or existing public facilities. (29) "Existing urban service area" means built-up areas where public facilities and services such as sewage treatment systems, roads, schools, and recreation areas are already in place. (30) "Transportation corridor management" means the coordination of the planning of designated future http://www.leg.state.fl.us/statutes/index.cfin?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 Statutes & Constitution :View Statutes : Online Sunshine Page 4 of 5 transportation corridors with land use planning within and adjacent to the corridor to promote orderly growth, to meet the concurrency requirements of this chapter, and to maintain the integrity of the corridor for transportation purposes. (31) "Optional sector plan" means an optional process authorized by s. 163.3245 in which one or more local governments by agreement with the state land planning agency are allowed to address development-of-regional-impact issues within certain designated geographic areas identified in the local comprehensive plan as a means of fostering innovative planning and development strategies in s. 163.3177(11)(a) and (b), furthering the purposes of this part and part I of chapter 380, reducing overlapping data and analysis requirements, protecting regionally significant resources and facilities, and addressing extrajurisdictionat impacts. (32) "Financial feasibility" means that sufficient revenues are currently available or will be available from committed funding sources for the first 3 years, or will be available from committed or planned funding sources for years 4 and 5, of a 5-year capital improvement schedule for financing capital improvements, such as ad valorem taxes, bonds, state and federal funds, tax revenues, impact fees, and developer contributions, which are adequate to fund the projected costs of the capital improvements identified in the comprehensive plan necessary to ensure that adopted level-of-service standards are achieved and maintained within the period covered by the 5-year schedule of capital improvements. The requirement that level-of-service standards be achieved and maintained shall not apply if the proportionate-share process set forth in s. 163. 18 (12) and (16) is used. (33) "Agricultural enclave" means an unincorporated, undeveloped parcel that: (a) Is owned by a single person or entity; (b) Has been in continuous use for bona fide agricultural purposes, as defined by s. 193.461, for a period of 5 years prior to the date of any comprehensive plan amendment application; (c) Is surrounded on at least 75 percent of its perimeter by: 1. Property that has existing industrial, commercial, or residential development; or 2. Property that the local government has designated, in the local government's comprehensive plan, zoning map, and future land use map, as land that is to be developed for industrial, commercial, or residential purposes, and at least 75 percent of such property is existing industrial, commercial, or residential development; (d) Has public services, including water, wastewater, transportation, schools, and recreation facilities, available or such public services are scheduled in the capital improvement element to be provided by the local government or can be provided by an alternative provider of local government infrastructure in order to ensure consistency with applicable concurrency provisions of s. 163.3180; and (e) Does not exceed 1,280 acres; however, if the property is surrounded by existing or authorized http://www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 Statutes & Constitution :View Statutes : Online Sunshine Page 5 of 5 residential development that will result in a density at buildout of at least 1,000 residents per square mile, then the area shall be determined to be urban and the parcel may not exceed 4,480 acres. History.--s. 3, ch. 75-257; s. 49, ch. 79-190; s. 10, ch. 81-167; s. 10, ch. 83-55; s. 2, ch. 85-55; s. 3, ch. 92-129; s. 2, ch. 93-206; s. 2, ch. 95-257; s. 22, ch. 95-280; s. 7, ch. 95-310; s. 2, ch. 98-176; s. 2, ch. 99-378; s. 1, ch. 2005-290; s. 3, ch. 2006-255. Copyright © 1995-2006 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state.fl.us/statutes/index.cfin?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 Statutes & Constitution :View Statutes : Online Sunshine Pagel of 3 Select Year: 2006 E01 The 2oo6 Florida Statutes Title XXVIII Chapter 380 View Entire NATURAL RESOURCES; CONSERVATION, LAND AND WATER Chapter RECLAMATION, AND USE MANAGEMENT 380.031 Definitions.--As used in this chapter: (1) "Administration commission" or "commission" means the Governor and the Cabinet; and for purposes of this chapter the commission shall act on a simple majority. (2) "Developer" means any person, including a governmental agency, undertaking any development as defined in this chapter. (3) "Development order" means any order granting, denying, or granting with conditions an application for a development permit. (4) "Development permit" includes any building permit, zoning permit, plat approval, or rezoning, certification, variance, or other action having the effect of permitting development as defined in this chapter. (5) "Downtown development authority" means a local governmental agency established under part III of chapter 163 or created with similar powers and responsibilities by special act for the purpose of planning, coordinating, and assisting in the implementation, revitalization, and redevelopment of a specific downtown area of a city. (6) "Governmental agency" means: (a). The United States or any department, commission, agency, or other instrumentality thereof; (b) This state or any department, commission, agency, or other instrumentality thereof; (c) Any local government, as defined in this chapter, or any department, commission, agency, or other instrumentality thereof; (d) Any school board or other special district, authority, or other governmental entity. (7) "Land" means the earth, water, and air above, below, or on the surface, and includes any improvements or structures customarily regarded as land. http://www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 Statutes & Constitution :View Statutes : Online Sunshine Page 2 of 3 b (8) "Land development regulations" include local zoning, subdivision, building, and other regulations controlling the development of land. (9) "Land use" means the development that has occurred on land. (10) "Local comprehensive plan" means any or all local comprehensive plans or elements or portions thereof prepared, adopted, or amended pursuant to the Local Government Comprehensive Planning and Land Development Regulation Act, as amended. (11) "Local government" means any county or municipality and, where relevant, any joint airport zoning board. (12) "Major public facility" means any publicly owned facility of more than local significance. (13) "Parcel of land" means any quantity of land capable of being described with such definiteness that its location and boundaries may be established, which is designated by its owner or developer as land to be used or developed as a unit or which has been used or developed as a unit. (14) "Person" means an individual, corporation, governmental agency, business trust, estate, trust, partnership, association, two or more persons having a joint or common interest, or any other legal entity. (15) "Regional planning agency" means the agency designated by the state land planning agency to exercise responsibilities under this chapter in a particular region of the state. (16) "Rule" means a rule adopted under chapter 120. (17) "State land development plan" means a comprehensive statewide plan or any portion thereof setting forth state land development policies. Such plan shall not have any legal effect until enacted by general law or the Legislature confers express rulemaking authority on the state land planning agency to adopt such plan by rule for specific application. (18) "State land planning agency" means the Department of Community Affairs and may be referred to in this part as the "department." (19) "Structure" means anything constructed, installed, or portable, the use of which requires a location on a parcel of land. It includes a movable structure while it is located on land which can be used for housing, business, commercial, agricultural, or office purposes either temporarily or permanently. "Structure" also includes fences, billboards, swimming pools, poles, pipelines, transmission lines, tracks, and advertising signs. (20) 'Resource planning and management committee' or "committee" means a committee appointed pursuant to s. 380.045. History.--s. 3, ch. 72-317; s. 1, ch. 79-73; s. 1, ch. 80-313; s. 1, ch. 83-308; s. 41, ch. 85-55; s. 32, ch. http://www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 Statutes & Constitution :View Statutes : Online Sunshine 98-176. Page 3 of 3 Copyright © 1995-2006 The Florida Legislature • Privacy Statement • Contact Us http://,www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 Xbrwater Michael L. Delk, AICP Planning Director Tel.: (727) 562-4561 PLANNING DEPARTMENT michael.delk@myclearwater.com '3 e; SA?077- Wl)?O / e?e 100 South Myrtle Ave. Clearwater, FL 33756 ;e 'k LL Y °_ Clearwater U City Attorney's Office Interoffice Correspondence Sheet TO: Pamela K. Akin, City Attorney FROM: Leslie K. Dougall-Sides, Assistant City Attorney COPIES: Michael L. Delk, Planning Director SUBJECT: Annexation of Property Located at 2212 Drew St. Containing Billboard Structure-- ANX2006-10039 and FLD2006-10058 DATE: February 14, 2007 Case No. ANX2006-10039 is scheduled to be heard at the February 15, 2007 City Council meeting. This case involves annexation of several parcels of land addressed as 2212-2216 Drew Street and 2205 Norman Drive. Located upon the 2212 Drew Street parcel is a billboard labeled as being owned by Clear Channel. This billboard is covered by a Settlement Agreement between Pinellas County and Clear Channel Outdoor, Inc. The Settlement Agreement, Paragraph IV.A.3., provides that the billboard is in a group [listed in Exhibit "C"] which will be removed one per year with the last to be removed by December 31, 2012. In the event that the property is annexed into a municipality, Clear Channel Outdoor, Inc. may provide written notice to Pinellas County, upon which the billboard shall be considered deleted from and no longer covered under the Settlement Agreement [Paragraph IV.A.5.]. A related Case, FLD2006-10058, approved by the Community Development Board on January 16, 2007, resulted in the issuance of a Development Order on January 29, 2007. The case involved several parcels including the parcels to be annexed, and requested approval to permit an automobile service station. The Development Order includes as Conditions of Approval that: a. approval of the application is subject to the annexation of a portion of the site under Case No. ANX2006-10039; and b. the existing billboard will be removed prior to the issuance of any permits. Florida Statutes Section 70.20, subsection (2), provides that "... no municipality... may remove, or cause to be removed, any lawfully erected sign located along any ... road without first paying just compensation for such removal as determined by agreement between the parties or through eminent domain proceedings... no municipality... may cause in any way the alteration of any lawfully erected sign located along... any ... road without first paying just compensation for such alteration as determined by agreement between the parties or through eminent domain proceedings." Subsection (6) in part provides that "[t]he requirement by a municipality... that a lawfully erected sign be i' removed or altered as a condition precedent to the issuance or continued effectiveness of a development order constitutes a compelled removal that is prohibited without prior payment of just compensation...." Subsection (12) provides that "[s]ubsection (6) shall not apply when the development order permits construction of a replacement sign that cannot be erected without the removal of the lawfully erected sign being replaced." [Emphasis added.] A threshold issue is whether the subject billboard was lawfully erected and lawfully reached its current size and configuration; a records review of whatever Pinellas County building/permitting records may exist concerning the billboard would be required to resolve this issue. If lawfully erected, the fact that the applicant/property owner agreed to the condition of sign removal, the fact that the condition of removal is not precedent to the issuance of the Development Order, as well as the fact that the City's Community Development Code would presumably allow some replacement signage if it met all current code requirements, all mitigate against the City's actions being construed as "removing", "causing removal", or "requiring removal as a condition precedent' such as to trigger the payment provisions of Section 70.20. However, a search reveals no reported case law as yet interpreting the above-quoted language of that Section. In addition, although the terms "development" and "development order" are not defined in Section 70.20, definitions of "development permit' in Section 163.3164 [Local Government Comprehensive Planning and Land Development Regulation Act] and Section 380.031(4) [Developments of Regional Impact] include building permits, and corresponding definitions of "development order" in Sections 163.3164 and 380.031(3) include orders relating to building permits. A Court might conclude that the City's condition not allowing building permits to be issued unless billboard removal occurs constitutes "requiring removal as a condition precedent to the continued effectiveness of a development order". Therefore, there is risk that implementing the Development Order as written and annexation and related Ordinances could trigger a claim under Section 70.20. To reduce the likelihood of such a claim, it is recommended that agenda item ANX2006-10039 be continued, and that releases/indemnification agreements be obtained from the property owner as well as Clear Channel. In addition, it may be advisable that FLD2006-10058 be revisited by the Community Development Board in order to amend or clarify the Conditions of Approval to address this issue. Attachments: 1. Development Order, Case FLD2006-10058 2. Portion of CDB Agenda, January 17, 2007 3. Stipulated Final Judgment Approving Settlement Agreement, with attached Settlement Agreement, Eller Media Co. v. Pinellas County, Case No. 00-3639-CI-08 4. Copy of Fla. Stat. § 70.20, 163.3164 and 380.031 ED ECENE FEB 1 6 2,„? i. PLANNING & DEVELOPMENT SERVICES J CITY OF CLEARWATER TO: FROM COPIES: Pamela K. Akin, City Attorney ?o C1 Arwater U City Attorney's Office Interoffice Correspondence Sheet Leslie K. Dougall-Sides, Assistant City Attorney,"114 Michael L. Delk, Planning Director SUBJECT: Annexation of Property Located at 2212 Drew St. Containing Billboard Structure-- ANX2006-10039 and FLD2006-10058 DATE: February 14, 2007 Case No. ANX2006-10039 is scheduled to be heard at the February 15, 2007 City Council meeting. This case involves annexation of several parcels of land addressed as 2212-2216 Drew Street and 2205 Norman Drive. Located upon the 2212 Drew Street parcel is a billboard labeled as being owned by Clear Channel. This billboard is covered by a Settlement Agreement between Pinellas County and Clear Channel Outdoor, Inc. The Settlement Agreement, Paragraph IV.A.3., provides that the billboard is in a group [listed in Exhibit "C"] which will be removed one per year with the last to be removed by December 31, 2012. In the event that the property is annexed into a municipality, Clear Channel Outdoor, Inc. may provide written notice to Pinellas County, upon which the billboard shall be considered deleted from and no longer covered under the Settlement Agreement [Paragraph IV.A.5.]. A related Case, FLD2006-10058, approved by the Community Development Board on January 16, 2007, resulted in the issuance of a Development Order on January 29, 2007. The case involved several parcels including the parcels to be annexed, and requested approval to permit an automobile service station. The Development Order includes as Conditions of Approval that: a. approval of the application is subject to the annexation of a portion of the site under Case No. ANX2006-10039; and b. the existing billboard will be removed prior to the issuance of any permits. Florida Statutes Section 70.20, subsection (2), provides that "... no municipality... may remove, or cause to be removed, any lawfully erected sign located along any ... road without first paying just compensation for such removal as determined by agreement between the parties or through eminent domain proceedings... no municipality... may cause in any way the alteration of any lawfully erected sign located along... any ... road without first paying just compensation for such alteration as determined by agreement between the parties or through eminent domain proceedings." Subsection (6) in part provides that "[t]he requirement by a municipality ...that a lawfully erected sign be removed or altered as a condition precedent to the issuance or continued effectiveness of a development order constitutes a compelled removal that is prohibited without prior payment of just compensation...." Subsection (12) provides that "[s]ubsection (6) shall not apply when the development order permits construction of a replacement sign that cannot be erected without the removal of the lawfully erected sign being replaced." [Emphasis added.] A threshold issue is whether the subject billboard was lawfully erected and lawfully reached its current size and configuration; a records review of whatever Pinellas County building/permitting records may exist concerning the billboard would be required to resolve this issue. If lawfully erected, the fact that the applicant/property owner agreed to the condition of sign removal, the fact that the condition of removal is not precedent to the issuance of the Development Order, as well as the fact that the City's Community Development Code would presumably allow some replacement signage if it met all current code requirements, all mitigate against the City's actions being construed as "removing", "causing removal", or "requiring removal as a condition precedent" such as to trigger the payment provisions of Section 70.20. However, a search reveals no reported case law as yet interpreting the above-quoted language of that Section. In addition, although the terms "development" and "development order" are not defined in Section 70.20, definitions of "development permit" in Section 163.3164 [Local Government Comprehensive Planning and Land Development Regulation Act] and Section 380.031(4) [Developments of Regional Impact] include building permits, and corresponding definitions of "development order" in Sections 163.3164 and 380.031(3) include orders relating to building permits. A Court might conclude that the City's condition not allowing building permits to be issued unless billboard removal occurs constitutes "requiring removal as a condition precedent to the continued effectiveness of a development order". Therefore, there is risk that implementing the Development Order as written and annexation and related Ordinances could trigger a claim under Section 70.20. To reduce the likelihood of such a claim, it is recommended that agenda item ANX2006-10039 be continued, and that releases/indemnification agreements be obtained from the property owner as well as Clear Channel. In addition, it may be advisable that FLD2006-10058 be revisited by the Community Development Board in order to amend or clarify the Conditions of Approval to address this issue. Attachments: 1. Development Order, Case FLD2006-10058 2. Portion of CDB Agenda, January 17, 2007 3. Stipulated Final Judgment Approving Settlement Agreement, with attached Settlement Agreement, Eller Media Co. v. Pinellas County, Case No. 00-3639-CI-08 4. Copy of Fla. Stat. § 70.20, 163.3164 and 380.031 02/06/2007 09::3 gyp: 1,oNc, RnNGrf PIANNiNG nr•:Vrtr.ojm,.N'rRrVrr.W 7275624576 CITY OF CLEARWATER PAGE 01 C ITY OF C LEA WATE R PLANNING DEPARTMENT Pos'r Orr'u:r; Box 4746, C.;I.rAmATF.R, 171,0M)A 33758-4748 MUNICIPAr. Sur<vrta_S iitnr.rxNtt, 1.00 Smi*rr•1 M.t R'i'LI? Avl:vl:r:, Q.rnftvun,rv14, F1.(.)R11in 3.')7= 6 '1'r:r.r:r1IONF (727) 562.1567 Fnx (727) 562-4865 January 29, 2007 Mr. Ed Armstrong.M, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P.O. Box 1368 Clearwater, FL 33757-1368 RE: Development Order - Case FLD2006-10058 205 Belcher Road Dear Mr. Armstrong: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On January 16, 2007, the Community Development Board reviewed, your request for Flexible Development approval. (1) to permit an automobile service station in the Commercial (C) District contiguous to a parcel of land zoned residential with a reduction, to the front (south) setback from 25 feet to 15 feet. (to air/vacuum pad), reductions to the front (west) setback from 25 feet to 15 feet (to pavement), reductions to the side (ttorth) setback from 10 feet to six feet (to sidewalk), and to permit off- street parking in the Office (O) District with outdoor lighting remaining on from dusk to dawn with a, reduction to the front (west) setback from 25 feet to 18 feet as a Comprehensive Infill Redevelopment Program under the provisions of Section 2-704.C; (2) to permit-nonresidential off-street parking in the Low Medium Density Residential (LMDR) District with outdoor lighting remaining on from dusk to dawn as Residen.ti.al.ln.fill Project, under the provisions of Section 2-2041; (3) to permit a wall six :feet high in. the front setback in the Office (O) District as a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.B.a.nd (4) to permit a wall six feet high in the front setback in the Low Medium Density Residential. (LMDR) District as a Residential Infill Project under the provisions of Section 2-204.E. The Community Development Board (CDB) APPROVED the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. That the 1.09-acre subject property is located at the northeast: corner of Belcher Road and Drew Street; 2. That the 0.206-acre northwest portion of the overall property is located within the Office (O) District and the Residential/Office General (R/OG) Future Land Use Plan category; 3. That the 0,172-acre ti.orthcast portion of the overall property is currently located within unin.corporatcd Pinellas County, is being annexed into the City of'Clearwa,ter and is being assigned the Low Medium Density Residential (LMDR) District and the Residential. Low (RL) Future Land Use Plan category (see ANX2006-10039, item. F1 on the January 16, 2007, CDB agen.da); 4. That the 0.713-acre sauthern portion of overall property is currently located within unincorporated Pinellas County, is being annexed. into the City of Clearwater and is being assigned the Commercial I?R?•',1i Iluu;?l;n. ?,11.11'?+It .Ini l,x' Ik n;a?, C't )l -\'f111. :A11 u I IMP f 1:1\111,11 ». CUr?rn.?tr.?uu rc Ii1Li. f???r,u•?, (',rn ?r n?il•:?IP•I1: ,?j (,: WYN A, 1'1:1 1:5;sr:N. 0 it 'T'( It ;% Fm t'I r 71'\tl(\'I' \NI I A0 IWNI:1'I IVF At:Irtt IN i{.N II'I ( ')'1(u" 02/06/2007 09:33 7275624576 CITY OF CLEARWATER PAGE 02 (C:) District and the Commercial General (CO) Future Land Use Plan category (see ANX2006-10039, item FI on, the January 16, 2007, CDB agenda); 5. Ihat the proposal includes the construction of a 3,030 square-foot, one-story convenience store and fuel pumps within the Commercial (Q_ District, with associated nonresidential off-street parking lots and retention areas otr. the northeast and northwest portions of the site within the within the Low Medium Density Residential (LMDR) District and. Office (O) District respectively; 6. That reductions to setbacks to pavement are proposed as part of the automobile service station development; 7. That. the proposed installation of a six-foot high, wall with landscaping on the external side adjacent to existing detached dwellings will provide increased screening and buffering to the detached dwellings; 8. That the development proposal is compatible with the surrounding area and will enhance other redevelopment efforts; and 9. That there are no outstanding Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal, is consistent with the Standards as per Tables 2-701.1 and 2-704 for the Commercial District, Tables 2-1001.1 and 2-1004 for the Office District and Tables 2-201.1 and 2-204 for the LMDR District of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Sections 2-1004,13 and 2-204.E of the Community Development Code; and 3. That the devel.opmcnt proposal is consistent with the General Standards for Level Two Approvals as per Section 3-913 of the Community Development Code. Conditions of Avn roval: 1. That approval of this application is subject to the annexation of the site under Case No. ANX2006- 10039; 2. That a Unity of Title be recorded in the public records prior to the issuance of any permits; 3. That the final design of the building must, be consistent with the conceptual elevations submitted to (or as modified by) the CDB, and be approved by Staff; 4. That all colors proposed for the building and wall be approved by Staff prior to issuance of any permits; 5. That any future freestanding sign be a monument-style sign a maximum six feet in height, unless part of a Comprehensive Sign Program, designed to match, the exterior materials and color of the building; 6. That a six-foot high wall with a lintel footer system be installed along the east and north property lines; 7. That this use not: engage in lubricating service, minor repairs or vehicle service; 8. That the existing billboard be removed. prior to the issuance of any permits; 9. That a Right-of Way permit be issued by Pinellas County to install landscaping in their right of way; 10. That all landscaping, including foundation and. interior requirements be installed pcr the plan submitted to (or as modified by) the CDB, and be approved by Staff; 1.1. That all outdoor lighting have shields to eliminate glare and light intrusion onto adjacent properties and rights-of-way; and 12_ That all proposed utilities (from th.c right-of way to the proposed building) be placed. underground. Conduits for the future undergroundin.g of exi.stin,g utilities within the abutting right(s)-of-way shall be installed along the entire site's street frontages prior to the i:SSuance of a Certificate of Occupancy. The applicant's representative shall coordinate the size and, number of conduits with all affected 02/06/2007 09:33 7275624576 CITY OF CLEARWATER PAGE 03 utility providers (electric, phone, cable, etc,), with the exact location., size and number of conduits to be approved by the applicant's engineer and the City's Engineering Department prior to the commencement of work. Put. suant to Section 4-407, an application for a building permit shall be made within one year of Flcxib.le Development approval (January 16, 2008), All required. certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of tune for a period not to exceed one year and only within tb.e original period of validity. The Community Development Board may approve one additional extension of time after the community development coordinator's extension to initiate a building permit application, The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an. application/notice of appeal shall stay the effect of the decision pending the final determination, of the case. The appeal period for your ease expires on January 30, 2007 (14 days from the date of the CDB meeting). Tf you have any questions, please do not hesitate to tali A_ Scott Kurleman, Planncr'ff, at 727-562- 4567x2504- You can access zoning information for parcels within the City through our website: www.myclearwater. ,corn/Loy/dept,,;/`la ping. Sincerely, Micha?lI7cflc? CP Planning Director Srl/'lrrrrrringDepnr(mertllCD f ALEX (FLD)IPendln,v, cases lRevtPwrd rrryrl,l'c'.hdirlgUlclcher ltd lU5 7f5everr (C,O,IMDR) 11!.2007 C pl!- SKU3elcher Road 205 Drvelopmenl Order 1.29.07.dnc 8. Case: FLD2006-09052 - 19135 US Highway 19 N Level Two Application Owner/Applicant: United Dominion Realty Trust Representative: Brent Epps (400 East Cary Street, Richmond, VA 23219; phone: 804-780-2691 ex. 1218; fax: 804-788-0635; email: beeps a,udrt.com). Location: 18.75 acres located on the east side of US Highway 19 North at the intersection of Harn Boulevard and US Highway 19 North. Atlas Page: 310A. Zoning District: Medium High Density Residential (MHDR) District. Request: Flexible Development approval to redevelop an existing attached dwelling complex in the Medium High Density Residential District with a reduction from two parking spaces to 1.92 parking spaces (an increase from the existing 1.90 parking space), a reduction to the waterfront (east) setback from 25 feet to eight feet (to stairwell/entryway), a reduction to the waterfront (east) setback from 15 feet to two feet (to sidewalk), a reduction to the side (north & south) setbacks from 10 feet to five feet (to existing parking/drive aisles), an increase in fence height from three feet to six feet, as a Residential Infill Project, per Section 2-404.F. Also included is a reduction to an existing perimeter landscape buffer along the side (north and south) setbacks from 10 feet to five feet as a Comprehensive Landscape Program, per Section 3-1202.G. Proposed Use: Attached Dwellings. Neighborhood Associations: Clearwater Neighborhoods Coalition (Sondra Kerr, President, P.O. Box 8204, Clearwater, FL 33758). Presenter: John Schodtler, Planner H. 9. Case: FLD2006-10058 - 205 N Belcher Road Level Two Application Owner/Applicant: Alice H. Nisk &.Ronald P. Nisk, As Trustees of the Alice H. Nisk Revocable Trust, dated 11/26/91. Representatives: E.D. Armstrong III Esquire, Johnson, Pope, Bokor, Ruppel & Burns, LLP (P.O. Box 1368, Clearwater, FL 33757-1368; phone: 727-461-1818; fax: 727-462-0365; email: linda ipfirm.com). Location: 1.09 acres located at the northeast corner of Belcher Road and Drew Street. Atlas Page: 281A. Zoning Districts: Commercial (C) District, Low Medium Density Residential (LMDR) District and Office (O) District. Request: Flexible Development approval (1) to permit an automobile service station in the Commercial (C) District contiguous to a parcel of land zoned residential with a reduction to the front (south) setback from 25 feet to 15 feet (to air/vacuum pad), reductions to the front (west) setback from 25 feet to 15 feet (to pavement), reductions to the side (north) setback from 10 feet to six feet (to sidewalk), and to permit off-street parking in the Office (O) District with outdoor lighting remaining on from. dusk to dawn with a reduction to the front (west) setback from 25 feet to 18 feet as a Comprehensive Infill Redevelopment Program under the provisions of Section 2-704.C; (2) to permit nonresidential off-street parking in the Low Medium Density Residential (LMDR) District with outdoor lighting remaining on from dusk to dawn as Residential Infill Project, under the provisions of Section 2-204.E; (3) to permit a wall six feet high in the front setback in the Office (O) District as a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.B.and (4) to permit a wall six feet high in the front setback in the Low Medium Density Residential (LMDR) District as a Residential Infill Project under the provisions of Section 2-204.E. (Related to ANX2006- 10039). Proposed Use: Automobile Service Station. Neighborhood Associations: Clearwater Neighborhoods Coalition (Sondra Kerr, President, P.O. Box 8204, Clearwater, FL 33758); Skycrest Neighbors (Joanna Siskin, 121 Crest Avenue, Clearwater, FL 33755). Presenter: A. Scott Kurleman, Planner II. Community Development Board Agenda - January 16, 2007 - Page 6 of 7 (DO. Case: ANX2006-10039 - 205 N Belcher Road (2212-2216 Drew & 2205 Norman Drive) Level Three Application Representatives: E.D. Armstrong III Esquire, Johnson, Pope, Bokor, Ruppel & Burns, LLP (P.O. Box 1368, Clearwater, FL 33757-1368; phone: 727-461-1818; fax: 727-462-0365; email: linda@jpfirm.com. Owner: Alice H. Nisk and Ronald P. Nisk, as Trustees of the Alice H. Nisk Revocable Trust, dated 11/26/91 (2380 Campbell Road. Clearwater, FL 33765-1503; phone: 727-799-2059). Location: A 0.885-acre property consisting of 4 parcels of land located on the northeast corner of Belcher Road and Drew Street and south of Norman Drive. Atlas Page: 281A Request: (a) Annexation of 0.885 acres of property, consisting of 4 parcels, into the City of Clearwater at the request of the property owner; (b) Future Land Use Plan amendment from Residential Low (RL) & Commercial General (CG) Categories (County) to Residential Low (RL) & Commercial General (CG) Categories (City of Clearwater); and (c) Rezoning from R-4, One, Two & Three Family Residential District & C-2, General Retail Commercial and Limited Services Districts (County) to Low Medium Density Residential (LMDR) & Commercial (C) Districts (City of Clearwater). Existing Use: Two attached dwelling units, office and retail. Neighborhood Association: Clearwater Neighborhoods Coalition (Sondra Kerr, President, P.O. Box 8204, Clearwater, FL 33758). Presenter: Cky Ready, Planner II. F. ADJOURNMENT S: (Planning DeparlmenAC D BlAgendas DRC & CDBICDB0007W January 16, 20071CDB Agenda January 16, 2007.doc Community Development Board Agenda - January 16, 2007 - Page 7 of 7 IN THE CIRCUIT COURT OF THE SIXTH JUDICIAL CIRCUIT IN AND FOR PINELLAS COUNTY, FLORIDA CIVIL DIVISION Judgment Approving Settler lent Agreement. The Court has reviewed the said Joint Motion, the parties' Settlement Agre' emnt and has been otherwise duly advised in the premises. Thereupon, it is the Final Judgment of this Court as follows: • I . That :fEie;CouA hereby accepts and approves the Joint Motion for Entry of Final Judgment Approving Settlement Agreement, and the terms thereof are incorporated herein by reference. parties' Settlement Agreement, a copy of which is attached hereto as Exhibit"1';'is=hereby accepted and approved by this Court and made a part of this Final Judgment by reference:..,. That this cause by and the same is hereby dismissed, with prejudice; with each party.,to,?ear its own costs and attorneys' fees. subdivision of the State of Florida, APR 2 I ZI Defendant. lot f_ERCCnCU1TCG NTYCCURT STIPULATED FINAL JUl?GM11'i< APPROVING SETTLEMENT AGREEMENT This cause came before •;th - Court on the parties' Joint Motion for Entry of Final ELLER MEDIA COMPANY, a 3-1592e i APR-21-2003 9 ; 25pm ,PNNELLAS CO BK 1268? PG 2030 Delaware corporation, and I?I1lll11Hlllflllllllll?l11111111111111f IIII SUNUS CORPORATION, a Florida corporation, Plaintiffs, `'Casd-N 6.00-3639-CI-08 VS. PINELLAS COUNTY a political F"IRTMENT 4. That the Court retains jurisdiction solely for the purpose of enforcing this Stipulated Final Judgment Approving Settlement Agreement and the parties' Settlement Agreement. Exhibit A s DONE AND ORDERED in Chambers at Pinellas Count CI aa.;Aa4@r, F da this ? - day of 2003. C CIRCUIT QQ 0 Mz Copies Furnished: m rq Lisa B. Dodge, Esq., Holland & Knight LLP, Attorneysl:far Iler Media Company n/k/a Clear Channel A U) Outdoor, Inc. and Sunus Corporation, 200 Central Avnup, Suite 1600, Post Office Box 3542 (Zip 33733- 3542), St. Petersburg, Florida 33701, (727) 896-71-171;'*Fdx::(727) 822-8048 ro 0 (n C William D. Brinton, Esq., Rogers Towers, Attorney`s for Pinellas County, 1301 Riverplace Boulevard, W z Suite 1500, Jacksonville, Florida 32207, (904) 398-3911; Fax: (904) 396-0663 { James L. Bennett, Esq., Chief Assistant Coi * Atf6mey, Pinellas County, 315 Court Street, Clearwater, G') 'q Florida 33756, (727) 464-3354; Fax: (727) 46¢d17: N 0. tI• `C 4 SETTLEMENT AGREEMERX'P_-, mz THIS AGREEMENT, made as of the _4,,:day:of , 2003, by n r- r 10M and among PINELLAS COUNTY, a political subdivris1on of the State of Florida n mz ("County"), CLEAR CHANNEL OUTDOOR, INC.;elaware corporation, registered in Florida as CC OUTDOOR, IN6.,`doing business in Florida as Clear 0 :....`...:.._ N r Channel Outdoor, f/k/a Eller Media C..orfip ri?r {"Clear Channel Outdoor"), GC n Properties USA, Inc., ("GC Properties$,...a/'Florida Corporation, and SUNUS CORPORATION, a Florida Corporation:("Sunus"). W1,T X E'S S E T H: WHEREAS, The Couinty'a&.Pted Ordinance No. 92-5, effective March 15, 1992 (hereinafter the "1,992 Qrdixance"), providing for the regulation of on-site and off-site signs withf•n the?:utlincorporated County; and WHEREAS, :tile 1992 Ordinance provided that certain nonconforming signs be brought; irA6 compliance by March 15, 1999; and WHEREASQ. Tear` Channel Outdoor is engaged in the business of constructing aid o'erating off-site billboards, and as of December 31, 2001, Clear Ch.Angel .Outdoor leased and operated one billboard structure (owned by GC Proer`t%es)and owned and operated certain other outdoor billboard strutctxqres in the unincorporated area of Pinellas County on which. are located billbdarcl faces, as described in Exhibits A through E attached hereto and made a part hereof (the "Clear Channel Outdoor Billboards"); and WHEREAS, Clear Channel Outdoor and Sunus have challenged the validity, constitutionality and enforceability of the 1992 Ordinance, as Exhibit i f amended, and other provisions in the County's Code ©f Ordinances that apply to the Clear Channel Outdoor Billboards ("here n- fY r the "County's Sign Regulations"), and have filed that certain kcti6.1( captioned as Eller Media Company, et al., v. Pinellas County, Case No. D0 3639-CI-08, in the Circuit Court, Sixth Judicial Circuit, in and fox.,Pinellas`County, as well as an action captioned as Eller Media Company, 91;,;'sv. Pinellas County, Case No. 8:00 CV 979-T-30EAJ, in the United States District Court for the Middle District of Florida, Tampa Division (herein6fter..c llectively referred to as the "Litigation"); and WHEREAS, the Courtly .las brought numerous code enforcement actions against Clear Channel Otztdgo? and against Sunus for Clear Channel Outdoor and Sunus' failure to;-.rexnb d Qertain of the Billboards as alleged to be required by the 1992 Ordinarioe . ah)d i WHEREAS.-.the ,County believes that Clear Channel Outdoor and Sunus' claims are not slid, believes that there are valid defenses to Clear Channel Outdoor and'-§Ui} ts."claims, and contests Clear Channel Outdoor and Sunus' claims; anci, ` ..,. WIFRA,S, GC Properties owns that certain billboard structure located at G6tl .-Street 0.3 mi N/O Ulmerton Road, listed on Exhibit D, and currently leas?s,tshe=same to Clear Channel Outdoor; and WHEREAS, the parties desire to settle the Litigation, the related code enforcement actions, and to resolve all claims regarding the 1992 Ordinance, as amended through 2001, and the Counq's Sign Regulations, as amended 0 ?v MM WW 0 mz N M °w w 2 r 1 y through the Effective Date of this Agreement, wheilie'r or not asserted in the s -TT Litigation. ` Xz PT M NOW, THEREFORE, for and in consid-erg ion of the mutual covenants ? M:D x to and agreements hereinafter set forth, tog?tl?er`'>itYi other good and valuable N Q WC consideration, the receipt and sufficiency bf vwhic? is hereby acknowledged, the _J °'. G) 'IT parties do hereby agree as follows: ; IUM I. RECITALS. :''°• ::: The recitals set forth ab6v..e are true and correct and are hereby incorporated into this Agreemer?t,r, , II. DEFINITIONS, i As used in this Agrqern.F# the following words and phrases shall have the following meanings, "Adjacent ysically adjoining; i.e., physically adjoining such highway or property; as applicable. "Billboar& ?A..:8illboard Structure and any and all attached Billboard Faces and Eii'ib,?IUiibments. 11BMboaM Face": The part of a Billboard or off-site sign, all sign faces and ,auto is changeable faces, including trim and background, which contemns "the message or informative contents, excluding Embellishments, .W, ich=,are displayed at the same location and facing the same direction. 3 illboard Structure": The interrelated parts and materials of an off- site sign, such as beams, poles, and stringers, which are constructed for the purpose of supporting or displaying a message or informative contents. 3 y "Commercial": Properties zoned C-2, C-3,:.:ar3d`-CP, but not properties zoned Neighborhood-Commercial C-1, General Prvfessiol Office P-1, Limited Office P-1A or Commercial Recreation CIZ, ' a - each of these zoning classifications are defined in the County's .;,land°.-development regulations in effect on the Effective Date. Commerei°al-`%shall' also mean any comparable zoning district, planning area or land `11 designation, however described, which may be created by the County through amendments to the land development regulations, zoning ?ocle;'or Comprehensive Plan, but shall not include districts designated , :Neighborhood Commercial C-1, General Professional Office P-1, Litited'-.0-ice P-IA or Commercial Recreation CR or any comparable zoning distxict-V:lanning area or land use designation, however described, which may..be dreated by the County through amendments to the land development pegu, latiohs, zoning or Comprehensive Plan. "Compreh6side. Plan": The Pinellas County Future Land Use Comprehensive I'Iari. "Efrective ?Oaie": The date upon which this Agreement is fully executed by all pares fi& to. 1.419a'beilishmeut": A temporary extension of the Billboard Face which coniaii `a. portion of the message or informative contents, and which is added, ri7ndife8,.'or removed when the message is changed. The embellishment shall be no greater than 15% of the Billboard Face on which the embellishment is located. "Federal-Aid Primary Highway" or "PAP Highway" or. "FAP": The 0 nn . r X N ..- n roa m? -c Qr N:D W 0 4 highways that were part of the Federal-Aid Pri%aary Highway System in existence on June 1, 1991, and any highway which ",14rai;,• not on such system but which is, or hereafter becomes, a part of tbe`National Highway System. For purposes of this Agreement, the parties stipula??'that the Federal-Aid Primary Highways currently in existence within PiAellag' County consist of the following roadways or roadway segments: State Road 55 (U.S. Highway-4.3) State Road 688 (Ulmerton Road), east of US-19 State Road 686 (Roasevelt,8oulevard), from Airport Entrance south to State Road: 6"8"Sr( dxnerton Road) State Road 580, kast;.of TJS-19 to State Road 584 State Road 60;--(Q.tiU-iq $ay Boulevard), east of US-19 Gandy Boulevard *•easf of US-19 "Highway": A4y",i?obLd street, or other way open or intended to be opened to the publfifar.?x el by motor vehicles. "Interstate. ighway" or "Interstate": Any highway designated as part of the Nation-at --Svstein of Interstate and Defense Highways by the Florida Departmez,it ' of ;?'xatzsportation, and any highway which hereafter becomes a part of ,%%.h"s. sY m. For purposes of this Agreement, the parties stipulate that the Interstate Highways currently in existence within Pinellas County consist of the`foIlowing three highways: I-175 I-275 1-375 "Non Federal-Aid Primary Highway" or "Non-FAP Highway" or "Non- FAP": Any highway located within the unincorporated portion of Pinellas n ?O z nI- 00 ? x [n r n ?C _j -D { G) r N M W W 5 { County that is neither (i) a Federal-Aid Primary H.ighv?ay or (ii) an Interstate 0 Highway. ;0 M nr "Physically Removed": A Billboard sh611 be deemed physically removed Cl) _M if the Billboard Structure is permanently e"Mo;V. d twelve (12) inches below No 0) a ao z grade. _' "Relocated Billboard": A Bill4oir,4constructed adjacent to, or within o M W 660 feet of, an Interstate or Federal-Aid Primary Highway, provided by Section IV of this Agreement, in an unin6grpb.?'ated portion of Pinellas County. "Relocation Permit": A>.perhir t issued by the County to Clear Channel Outdoor memorializing C1J ...;O.hAnnel Outdoor's vested right to construct a Relocated Billboard subject tS1C terms and conditions of this Agreement. "Removed Billboard"' oi "Removal": Any Billboard which is Physically Removed or annexed ...-" "Removal"bpatlline": The date of December 31, 2042, or such earlier dates as set forth in this Agreement for the removal of the Billboards identified in Exhibits and D. "TO On 'of,.:" this Agreement": The time period commencing on the Effec,?ive bate'of this Agreement and ending on December 31, 2042. III: , ?RBPRESENTATIONS AND WARRANTIES AS TO OWNERSHIP OF -CERTAIN BILLBOARDS. A. `--,Ekcept as set forth in subsection. C, below, Clear Channel Outdoor represents and warrants that it currently owns or leases all of the Billboards listed in Exhibits A through E (other than that certain billboard owned by GC Properties located at 66th Street 0.3 mi N/O Ulmerton Road and listed on 6 1 1 ? Q Exhibit D), and there are no other Billboards within;'?tl e unincorporated portion -o of Pinellas County that are currently owned or leksed-b Clear Channel n Outdoor or any of its subsidiary or affiliatQ- corporations or entities. r ? Clear Channel shall update Exhibits A thrgtight-as,necessary to reflect the -4 correct addresses or parcel identification Aumbirs for those parcels on ivhich r a. Billboards are currently located, and Pirle114s';County shall cooperate with Clear m Channel as necessary to assist Clear Chan-reel in determining the correct parcel identification numbers for the aforesaid,parcels. B. GC Properties represents-•aAd .v.?,a- rants that the only billboard that it currently owns within unincorpo'raf d Pinellas County is that certain Billboard located at 66th Street 0.3-z ?V%a'Ulmerton Road and listed on Exhibit D, and that there is no other 64bo6rel -within the unincorporat6d;portion of Pinellas County that is currently owned by GC Properties.. C. These `yepiresentations and warranties shall not apply to any additional ;Billboards determined to have been lawfully erected and in Wstenct on the Effective Date within the unincorporated area of Til eZa' s County, and any such Billboard shall be added to Exhibits D lif, located on a non-FAP) or E (if located on or within 660 feet of an FAP) as appropriate, and shall thereafter be subject to the terms and ` conditions of this Agreement. IV. REMOVAL AND RELOCATION OF CERTAIN BILLBOARDS. A. Clear Channel Outdoor shall Remove certain Non-FAP and FAP 7 i ., Billboards pursuant to the following schedule: 1. Clear Channel Outdoor will Physically`-,.Remove the seven (7) Billboard Structures listed on E5ihibit.` A, which include protected FAP Billboard Structures, structures'-in residential areas and in preservation/conservation .areas, within 90 days of the Effective Date of this Agreement. , ; 2. Clear Channel Outdoor iA44T-Vl ysically Remove the eighteen (18) Billboard Structui es-:,-.. fisted preservation/ cogseii>at 6rf; areas, Effective Date oaf Agreement, entitled to r...el&atipn?rights. on Exhibit B, located in within one (1) year of the These removals shall not be 3. Clear Chan.n&l. 0-gtdoor will remove fifteen (15) additional Billboard Structures,. listed on Exhibit "C" from the unincorporated Pinellas Co4int 'bpt,tveen January 1, 2003 and December 31, 2012. The Billboard Structures listed on Exhibit C will be removed at a rate of rio i?.ms than one (1) structure per calendar year, with all structures "listed' on Exhibit C removed on or before December 31, 2012. Clear Channel Outdoor will remove the eighty-six (86) Billboard ..Structures listed on Exhibit D between January 1, 2013 and ? December 31, 2042. The Billboard Structures listed on Exhibit D will be removed at a rate of no less than one (1) structure per calendar year, with all structures listed on Exhibit D removed on or before December 31, 2042. GC Properties joins in the 0 11 nr xN N O J r N M W0. to 8 Agreement to remove the Billboard Struvtres listed on Exhibit D, but only as to that certain Billboard 8tructur$ that it owns at 66th Street 0.3 mi N/O Ulmerton RoadVv'44Fn the aforementioned time frame. 5. Annexation of Billboards. In the'-eVer t that any Billboard set forth on Exhibits C or D is anieec pto a municipality (the "Annexed Billboard"), the County, w thin thirty (30) days of written notice from Clear Channel,O-i4tdopr., shall amend the applicable exhibit to delete the Annexed Billboard, and such Billboard shall be considered remov6-d tinder this Agreement. B. Relocation Rights.,.From tk?p` Effective Date of this Agreement and until December 31, 2042, Cleax. Channel Outdoor shall have a vested right to relocate and rebuild,,"." 18 illboards Physically Removed in accordance with this Agreement. Th?s`relocation right does not apply to any Billboard that is Physically ReinoYed.aftet it has been annexed into a municipality. Relocations and rebuilds shall be. subject to the following terms and conditions: 1. oi-SAP Relocations. For every two Non-FAP Billboards identified `Iw Exhibits A, C and D which are Physically Removed -by Clear Channel Outdoor during the term of this Agreement, exclusive of any Billboards which have been annexed, Clear Channel Outdoor shall have a vested right to relocate one of the two Billboards (hereinafter a "Relocated Billboard") on property adjacent to or within 660 feet of. (i) a FAP Highway, or (ii) an Interstate Highway. a -*1-0 PiM 0 r 7K U) -0 Mc° m-4 -c N M A O 9 2. FAP Interstate Relocations. For any..B li8b..ard located on or within 660 feet of an Interstate or FAP i0.eintifiedr--ii1 Exhibit A, C, D or E which is Physically Removed by blear,-.Channel Outdoor during the Term of this Agreement, C%e#-1'.Ph- nnel Outdoor shall have a vested right to relocate sucli.Billboard, within the unincorporated area of the County (Ii?rei64ter a "Relocated Billboard"), on property adjacent to or -%rithin 660 feet of (i) a FAP Highway, or (ii) an Interstate Highvtiay.'` :,; 3. Relocated Billboard Res;rictions. All Relocated Billboards shall be relocated pursuant; to; a Relocation Permit as more fully described in Section..V,-lzer?n''and shall meet the following restrictions and conditions;:.. a. ;;-TN Relocated Billboard must be located on property, which -is situated in the unincorporated area of Pinellas County and :that is zoned either Commercial or Industrial with a consistent land-use designation in the Comprehensive Plan; :t '{. b.-.' A Relocated Billboard situated on a FAP Highway shall maintain a minimum distance of 1000 feet from any other Billboard Structure located along the same side of the FAP Highway. A Relocated Billboard situated on an Interstate Highway shall maintain a minimum distance of 1500 feet from any other Billboard Structure located along the same side of the Interstate Highway. 0 _nb ?rn n r r W N n 0Z ?? -c N ? A 10 w c. The height of any Relocated Bigbtlard shall not exceed 50 feet above the nearest crown Of -the, adjacent Highway. In a case where a Billboard Structure- is on a parcel contiguous to an overpass or elevatedi-i=oad - pxcluding service or frontage roads) from which the Ailfb . rcl is designed to be viewed, the height of the Billboard' sR~ 1l be measured from the highest point of the overpasa.. U elevated road at the crown of the roadway surface,to t.h.e top of the Billboard. d. If a Relocated`8illbdard is constructed on a Commercial or industrial zoiied,--'parcel which is adjacent to residential 5,. propeK.ty;'-:,u15dp receipt of the Relocation Permit, Clear ChahriiZl Outdoor will send a written notice to the adjacent p c?pei-W:,wner. At the adjacent property owner's request, Clear Channel Outdoor will plant vegetation on the adjacent fe'sidential property that will within five (5) years of installation screen 80%. of the Billboard Face from view, as viewed from ground level on the adjacent residential property. e. A Relocated Billboard shall be at a minimum of 400 feet from the nearest residentially zoned property located on the same '?...,:,..? side of and adjacent to the highway as the Relocated Billboard. f. The Billboard Faces on a Relocated Billboard shall not O P1 Tq m? o ? ?r N 9 Z. N 11 exceed 672 square feet in size,':;fo each Billboard Face, exclusive of any Embellishmezit g. A Relocated Billboard shat.. maintain a side setback of a minimum of ten (10) fgetj ft-9 any adjacent property line measured from the vertical, support to the adjacent property line, and the Billbo4d`%Fa'cez of such Relocated Billboard shall not overhang the adjacent property line. h. Clear Chann8.,.0utdo0r shall have the right to construct a Relocated $illboai•ct,.as a steel monopole structure. V. RELOCATION PERMITS:-:, i; Clear Channel O?i tdpgr;'ijo??y make application with the Pinellas County Zoning Administrator. or `li/;tier designee for a Relocation Permit. Upon the presentation of .suufiiient; proof that Clear Channel Outdoor has either physically removed;. a'-sufficient number of Billboards in accordance with this Agreement ari:, M1,14 physically remove a sufficient number of Billboards in accordance w-4;Ih^ s Agreement, and as a condition of the Relocation Permit, the Co h..y. Zd4iixig Administrator or his/her designee, with the approval of the Courity`Aftorney {whose approval shall be denoted in writing on the Relocation Pe'.1 i l issue Clear Channel Outdoor a Relocation Permit within thirty (3.0) '--days of the initial application. The Relocation Permit shall specifically reference this Agreement and shall set forth all the requirements of this Agreement as those requirements pertain to the relocation rights hereunder, identify any Billboards which must be physically removed as a condition of the 0 ?z nr • r wxN U) b 0z -c M r-- re 0. A 12 j 11 } Relocation Permit to meet the relocation standards 'tet forth in Section 1V of this Agreement, and shall identify the date on viThich., the vested rights under the Relocation Permit shall lapse and expir For all purposes of this Agreement, photographs of the location, removed Billboard shall be provided, along with a notarized affidavit`:.oA-,.T.ehalf of Clear Channel Outdoor that such Billboard has been physicoilly.-;reihoved. Notwithstanding anything herein to the contrary, the issuance of%.a,.. Relocation Permit shall not waive or otherwise excuse Clear Channel ;Outdoor from complying with the requirements of any electrical.. -.and-,, striactural building codes, and rules and regulations of general appi?c i i : in'effect at the time a building or electrical permit application is filea'--in"4ulnection with the rebuilding of a Relocated Billboard. Furthermoi e, `> the procedures followed by the County and any fees that may be charge.,.`,." harge. `,."respect to construction of a Relocated Billboard shall be nondiscriminator. an d shall be the procedures and fees charged for equivalent strubt 's., .The County shall not in any event apply any procedure or fee that vlobld Impair Clear Channel Outdoor in the exercise of its vested rights under.~this' Agreement. Appropriate County building permits and State sign permit- -must be obtained prior to constructing a Relocated Billboard pursUant-.tu this Agreement. VI.., ED RIGHTS AND FUTURE APPLICATIONS. :t Dt?iring the term of this Agreement, the parties agree and acknowledge that Clear Channel Outdoor, by the execution of this Agreement and assumption of the obligations set forth herein, has acquired vested rights to 0 ?v •? z Hr • r ?U) -n. N7 ° U) C ?F- NF- O• A A 13 operate, maintain, reconstruct and relocate the, 'Clear Channel Outdoor Billboards in accordance with the terms and m7diti6ris..6f this Agreement. It is the intent of the parties that this Agreemekst,r'a.0d Clear Channel Outdoor's significant reliance and substantial change-in position based upon the terms contained herein, creates vested rights., n.Clje r,,thannel Outdoor, for the Term of this Agreement, which have substantiaf? e6onomic value and which shall be recognized in both existing and subsequent regulations affecting the Clear Channel Outdoor Billboards asti they`. r' ay then exist. For the Term of this Agreement, the County agrees.,.it''zsl ill not take any official action, including, but not limited to, adrrilmstrat ve or enforcement actions, or enact any ordinance or regulatioxi ?that;.s .:inconsistent with, or otherwise deprives Clear Channel Outdoor of .. %s ``-v-ested rights under this Agreement. Specifically, without limitation;` c?uring'•the term of this Agreement, the County agrees that it will not: (i) take`,--any,, action to prevent or inhibit the annexation of property upon which ::'Clear' Channel Outdoor Billboards are located because of the existence of .Clear:..hannel Outdoor Billboard; (ii) require, as a condition of the f 'Z developp.?%nt'af a' property, the removal of a Relocated Structure or a Billboard listed^In,.::Exhjbits C, D or E; or (iii) enact an amortization or other removal pro,vi§ibn affecting the Clear Channel Billboards. The vested rights created in fbi? ,A;greement shall apply as to and against Pinellas County, and only to property and billboards located in the unincorporated County. VII. REPAIR, MAINTENANCE, RECONSTRUCTION OF CLEAR CHANNEL OUTDOOR BILLBOARDS. 0 9 -q T nr- 0 rt) 0 r RT M 0• 4 M 14 Clear Channel Outdoor shall have the right to.;, repair, maintain, upgrade (including from wood to steel), replace and reconstmgt.th , Billboards identified in Exhibits C, D and E. The Billboard Faces onyBillboard reconstructed pursuant to this section shall not exceed 672" -gtar'e; feet in size for each such Billboard Face, exclusive of any Embellishinerlt,''arid the height of any such 1. a Billboard shall not exceed 50 feet above* tht..eearest crown of the adjacent Highway. In a case where a Billboard SU-ucttare is on a parcel contiguous to an December 3:1,-;2042:, Notwithstanding anything herein to the contrary, Clear Channel Qutdapr: shall not be excused from complying with the requirements f•. :S v . of any lec ,icgf= and structural building codes, and rules and regulations of genpa '?ipplfcation in effect at the time a building or electrical permit avolieati`oif is filed in connection with the reconstruction of an existing g listed in Exhibit s?6MIJ 'e''xpire and terminate on December 31, 2012, and as to those Billboards'::li5td' in Exhibit D and E shall expire and terminate on overpass or elevated road (excluding ser%Jce or frontage roads) from which the Billboard is designed to be viewed, tkie height of the Billboard shall be t:measured from the highest:po ntbff:-.'-the overpass or elevated road at the crown of the roadway surface to..tDe^top::nf the Billboard. The vested right '6n4ei? this Agreement to repair, maintain, upgrade (ineludin from wocid tb:'steel) replace or reconstruct (in situ) the Billboards Billboard. Furthermore, the procedures followed by the County and any fees that may be charged with respect to the reconstruction of an existing Billboard shall be nondiscriminatory and shall be the procedures and fees charged for 0 ? -o ?0 -Z 0 rr, a Xin -n 0Z J-q or- N 3) 0- A W 15 equivalent structures. The County shall not in any:evqnt apply any procedure or fee that would impair Clear Channel Outdoor'•-in th,:?`£exercise of its vested rights under this Agreement. Appropriate Cburi y`building permits and State sign permits (if applicable) must be obtainedi--prior to reconstructing an existing Billboard pursuant to this Agreement,-•er, an existing Billboard may utilize automatic changeable facings, oipn oAly known as tri-visions, provided that each advertising message rotates no more frequently than once every sixty (60) seconds; and that no scrollipg-igr animated messages shall be utilized as part of any Billboard Face. Hor eivek;.- Clear Channel Outdoor shall be entitled to the benefit of any chan.gci;, iri:.. the County's Ordinance Code that would permit tri-visions to rgtate 'x oz e frequently than once per minute, without further amendment to..tbis,Agreement. VIII. RELOCATI0 i`--CERTAIN BILLBOARDS ON REMAINDERS OF PARCELS SUBJF,?tr,. ;"EMINENT DOMAIN PROCEEDINGS. In the evext-,:tbaV either a Relocated Structure. or a Billboard Structure listed on Exhil?its G,. D or E attached hereto is located on a parcel that becomes subject to.. an??rnnent domain proceeding, and in the further event that such .... structui:.e ``i , -required to be removed as a result of an eminent domain proce-edingi--then said structure may be relocated at the election of Clear ChAh.:ge?', (Outdoor and with the permission of the parcel's owner on the reinaindtr of any such parcel subject to the terms and conditions described in subsections (i) through (iv), below. Clear Channel Outdoor shall obtain a Relocation Permit in accordance with Section V, above. The decision to relocate shall be at the election of Clear Channel Outdoor and the property 0 9 _n V ?m nr mN N O 0Z _J -4 v N ? A 16 } owner and any decision not to relocate shall not,. V? considered a failure to mitigate its damages. o A. The remainder of the parcel is zoned coiriMnercial or industrial, and the PI rq nr relocation of the structure and its accompe raying;,4illboard Faces shall meet the terms and conditions described in Section'P?8,,`above: U) C CD B. The relocation is in compliance frith' $-'tkte law. T N -M C. Appropriate building permits and...S.?aie sign permits must be obtained ° • a? prior to relocation of the Billboard Structure and its accompanying Billboard Face(s). Nothing herein shall wa,lve yr otherwise excuse Clear Channel Outdoor from complying with the requkem -n6 of any electrical and structural building codes, and rules and re 'Act h! of general application in effect at the time a building or electrical prriiit application is filed in connection with the relocation and rebu;lduig Of the structure on the remainder of the parcel. D. The vested r'16t.to relocate a billboard structure on the remainder of any such parcel purs. I?kt.to` the provisions of this Agreement shall expire and lapse on December. 3,-,,24 2. IX. RELEASZ AX: WAIVER. Tlie ``purity hereby releases and forever discharges Clear Channel Outd6or,'Zun'us and GC Properties, their subsidiaries, affiliates, agents and emproyies; "from any and all claims, actions, causes of action, damages and costs .ari--sing out of violations, alleged or actual, of the 1992 Ordinance, as amended through 2002, and the County's Sign Regulations, as amended through 2002, which have been, or might have been, brought as of the time of 17 I ? this Agreement, Clear Channel Outdoor, Sunus aria OC Properties, on behalf of themselves and their subsidiary and affliaFECi-corporations and entities, hereby release and forever discharge the Cotiity its officers, elected officials, agents and employees, from any and aly. riainls actions, causes of action, damages and costs arising out of the ??92 'arcl"inance, as amended through 2002, and the County's Sign Regiul`;atit?ns, as amended through 2002, including, but not limited to, violationg'," alleged or actual, of the 1992 Ordinance, as amended through ,20.02; 'and the County's Sign Regulations, as amended through 2002. Exgept•as,provided by this Agreement, Clear Channel Outdoor, Sunus and GC?` F'r'ope?ties, on behalf of themselves and their subsidiary and affiliated'°corporadons and entities, specifically waive all right to challenge the validityi,,.coor st tutionality or enforceability of the 1992 Ordinance, as amended throng 2002, and the County's Sign Regulations, as amended through 2002; ,provided, however, that the County, Clear Channel Outdoor, Sunus and GC,Pr.0.P&ties shall not be deemed to have waived or abandoned any right to ai action to enforce the terms, conditions and limitations of this Agreeineiit aEnd further provided that the County, Clear Channel Outdoor, Sunus••and GC Properties have not waived or abandoned, nor shall be deemed to ;lave -,..waived or abandoned, any right after expiration of the Term of this A,grbez er?t to assert any claim, action, cause of action, damages or costs, arising out of or related to the enactment, enforceability, validity or constitutionality of the County's Sign Regulations, or a subsequent regulation pertaining to the subject matter, as they may then exist. 0 ?z nr • r MM Am rit 0 Mz J-4 o -? o. A m 18 X. NOTICES. All notices and other communications required...of :.permitted hereunder shall be in writing and shall be :irraile;d by certified or mail, postage prepaid, or by Federal Expressr; Airborne Express, overnight delivery services, address ed as f6.'11OWs: If to County: if `tv'Cke x Channel Outdoor: Pinellas County. Clea ...,GYiannel Outdoor 315 Court Street 5555 Ulmerton Road Clearwater, FL 33756 Clearwater, FL 33760 Attn: County Administrator Attu: President With a copy to: ,. ,lith a copy to: James L. Bennett, Esquire,,.. '' : 'Holland & Knight, LLP Pinellas County Attorney's:`. One Progress Plaza } ` Office 200 Central Ave., Suite 1600 315 Court Street St. Petersburg, FL 33731-3542 Clearwater, FL 33756-5165 ; - Attn: Lisa B. Dodge, Esq. Phone: (727) 464-3354:;'•.., ` Phone: (727) 896-7171 If to GC Properties' If to Sunus GC Properties USA, 14e. Sunus Corporation 17703 Longpoirit:Drive. 2170 Sunnydale Blvd. Redington Shares.orjaa 33708 Clearwater, FL 33765 C/o Glen Chijj ba;ftsen, President Attn. Valerie J. Nisk With a coV With a copy to: Holland & Flight LLP Holland & Knight, LLP One Progress Plaza One Progress Plaza 200 Cehtra4:X` 6., Suite 1600 200 Central Ave., Suite 1600 St. P.0ters'burg, FL 33731-3542 St. Petersburg, FL 33731-3542 Attrz> " U "" R.'Dodge, Esq. Attn: Lisa B. Dodge, Esq. Phone'`:' ("727) 896-7171 Phone: (727) 896-7171 X.I. ",_,F?tRTHER REPRESENTATIONS AND WARRANTIES. to be given registered or similar Clear Channel Outdoor hereby represents and warrants that (a) Clear Channel Outdoor, Inc. is a corporation in good standing under the lams of the 0 '4T ?z m? ?N .- n Wmc ®-4 4"q r a• a 0 19 State of Delaware; (b) Clear Channel Outdoor Inc is !!gistered in Florida a i , . :. s ? ;0 Z CC Outdoor, Inc. and doing business in Florida a s'Cleaz'Channel Outdoor n , r f/k/a Eller Media Company; and (c) Clear Channel Outdoor Inc. has taken all W N , ,. ru o W C corporate actions necessary to authorize thfs Agre?rrient. Sunus hereby m { represents and warrants that (a) Sunus C&* Qratibn is a corporation in good ry standing under the laws of the State of:.FI i ial (b) Sunus Corporation has p. taken all corporate actions necessary to authorize this Agreement. GC Properties hereby represents and'-warrants that (a) GC Properties is a corporation in good standing ttnder'd?&"laws of the State of Florida; and (b) GC Properties has taken all coF?orat? Aption necessary to authorize this Agreement. The County.,herebrepresents and warrants to Clear Channel Outdoor, Sunus and,GQ...;_P?,dperties that: (a) the County is empowered to enter into this Agreement;,'j?).•th s Agreement has been duly authorized by the Board of County Comrx s i?hers of Pinellas County pursuant to the requirements of Florida Laws as of` the Effective Date. X11. ENFdR?E11?TT. In:tl?'e. ei e of a default under this Agreement, and as a condition of any party,.'aercisi-ng any enforcement remedies, the non-defaulting party shall provide_--Written notice of such default to the defaulting party. The defaulting party-shall have ninety (90) days to cure such default. If the defaulting party fails to cure within ninety (90) days, then the non-defaulting party shall be entitled to seek the remedies of specific performance and injunctive relief and shall be entitled to an order of the Court to enforce this Agreement and other 20 equitable relief as the Court may deem just, Eacl% pprty shall bear its own attorneys' fees and costs, whether incurred durin j:;negOx .)jons, preparation, at trial, or upon appeal. Further, in the event th4t Gleair Channel Outdoor fails to remove any Billboard by the Removal Deadline :ot=as;--Yequired as a condition of any Relocation Permit, and after due notice p",'rs'uant to this Section fails to cure said default, then the County shall -sbe? entitled to recover from Clear Channel Outdoor the sum of $200 for "e?arah' day subsequent to the Removal h„ /t mandatory removal provisions 6f- it s Agreement. XIII. ENTIRE AGREEMENT..--,., Deadline that such Billboard is n6i%remdved. The parties agree that the intent 4, t of this additional remedy is t6'•--provide a disincentive to any breach of the This is the enfiire',Qpe:O r ent by and between the County, Clear Channel Outdoor, Sunus, a3 a:,.G ,- Properties and no verbal or written assurances or promises by any.--:..party hereto is effective or binding unless included in this document, or :a ,wr tten' supplemental agreement signed by all parties to this Agreement. XIV. BINI;tIN ..1 PFECT. 'l'h::a'tics agree that this Agreement shall be binding upon the County, Sunus,.:G-,:Properties, and Clear Channel Outdoor, it subsidiaries, affiliates, s..ticcestjores and assigns. Further, the parties agree that they will not challenge the aidoption of, or the validity, constitutionality, or enforceability of any of the provisions contained within this Agreement. Clear Channel Outdoor and GC Properties agree to not transfer or otherwise convey any ownership interest in 0 3 z 0? . r- A W C m? W 31 0- u N 21 any Clear Channel Outdoor Billboards, identified in%`Exhibits A, B, C, D or E or any Relocation Permit or Relocated Structure; ? 4ntess`'the transferee shall execute and deliver to the County an agreemm* t'fo.:-be bound by the terms and conditions of this Agreement, which agreernent?< all be in substantially the i form attached hereto as Exhibit F. XV. STIPULATED FINAL JUDGMEMT. Within 5 days following the Effective Date of this Agreement, Clear Channel Outdoor, Sunus, and the'C izrit shall file joint motions in the form attached as Exhibit GI and G2.;fojr ihd` Courts' approval of this Agreement and for the entry of a Stipulated`Firial dudgments in the Litigation. XVI. THIRD PARTY CWAU)&Nd& In the event thik Agreement is invalidated by a third party, then the parties hereto shad'-'be `returned to their respective legal positions as such existed on May.IA-.,• 20. 0, the date on which the Litigation commenced. XVII. COMPROMISE OF DISPUTED CLAIMS. The parti&?,aOmowledge that this Agreement is a compromise resolution of disputed cIa" and agree that it shall never be treated as an admission or evidence-bf Ifability by any of them for any purpose whatsoever. XVIIY:°,, `•,. ".-,REPORTING REQUIREMENT. Wi in sixty (60) days following the end of each calendar year during the tern --`6f this Agreement, Clear Channel Outdoor shall furnish duplicate originals of a written status report to the County, c/o its County Attorney, that identifies (a) the Billboards that have been removed pursuant to this 0 q -1 v ri m , r- A N m G _J 1 -c T G) to ? L W 22 r Agreement, (b) the Relocation Permits that have beeri issued by the County and o 'q v that are currently held by Clear Channel Out r?ar; the location of any X X Hr Relocated Structures pursuant to this Agrgerm?ni, (d) the Clear Channel r (7 Outdoor Billboards that are then located W"ithiit'th6 unincorporated County, (n C= CD Z CD Z { and (e) the Clear Channel Outdoor Billboards''th°at- are located on land that has - r been annexed into a municipality. XIX. LAWFUL NONCONFORMING SIGIW e--` During the term of this Agreement, all Billboards that comply with the terms and conditions of this---•A,g'rceriaent shall be deemed to be lawful nonconforming signs or struct-qres -'' ;Nonconforming, as used in the foregoing sentence, shall mean nonconfordiliig under the ordinances of Pinellas County. XX. COUNTERPARTS This Agreement-,may, e executed in counterparts, all of which together shall constitute o6e `anal th'e same instrument. END OE S,? b4iT T`IVE PROVISIONS, Two SIGNATURE PAGES TO FOLLOW Y 23 } 7`. IN WITNESS WHEREOF, the parties hereto have Caup(eq this Agreement to be executed by their undersigned officials as duly auth'erizetlr• ATTEST: PINiELL.AS' COUNTY, FLORIDA KARLEEN F. DeBLAKER by and throuit&._Jord of County Commissioners Deputy Clerk Ch}rm4n,{aren Williams Seel Approved as to Form County Attorney WITNESSED BY:. CLEAR CHANNEL OUTDOOR, INC. By' ,.? ?.. ! I /.,•:.i/': ?'!_ Ley. ?i Witnesr a M1 (print name an '-aigaa (sign; Lure of individual with authority to bind c ora(ion--Type in Name) By: Title: ~ Witness #2 (print nami".• d 3Vature) 0 ?z rl rq rT r- ?9 x? r n (n°c (D z 0 '71 N? W tn STATE OF FI 1?A' i.Ue Ias COUNTY .'C The.•. di.c0bi g instrument was acknowledged before me this (date) by (name of officer ax,agt nt, title of officer or agent) of Clear Channel Outdoor, Inc., a Dela`uvft corporation , an behalf of the corporation. He/she is personally- knov%=n ta; rue or has produced (type of identification) as identification. (Signature of person taking acknowledgment) (Name typed, printed or stamped) (Tire or rank) (Serial number, if any) ?a`,r vl JANINE E ALLEN y MY COMMISSION # CC918943 '7brEXPIRES: Mar 1S, 2004 t•lO COTARY f,. hotsY Service L BondiftZ Irw. 24 ? O 'VI ?i -13 :iJ Z M rq +R r r WITNE D BY: GC PROPERTIES USA.;' NC. W :D By. 02 C Witri s 1 3 tf,Jnr signature) j l.??1 Ur F (signature of individual witpa" =T; J Ind corporation-TApe in Name) W z ? -c C Title: rr Witn s #2 (print name and signature) ti :D STATE OF FLO IDc1I?5 COUNTY OF P , The foregoing instrument was acknowledged before me this (date) by (name of officer or agent, title of officer or agent) bf.-bc Properties USA, Inc., a Florida corporation, on behalf of the corporatiori:-•• she is personally known to me or has produced (type of identification) as identification. (SignatuAd.-dper" on taking acLmow•Iedgment) d a " ) . printed or stampe tyPe (Name ('I"itl'e.oF rafikp 5 (Serial nt?m Ser, if any) ATP pNINE E ALLEN COMMISSION F CC918", =4 EXPIRES: Mu 1S ; , or i. I.W0..NorrAp,• FL Naury gRVfas 8 SaxSnp, IM WITNESSED BY: iI1VUS CORPORATION By: $y: , Witness #2 (print name and signet 'ic? -•..,;.- By ;' (signature of individual with authority o bind corporation-T);e in Name) Title: wi ess 412 (print name arid signature r??sa ` STATE OF FLO IDA `''•,.- COUNTY OF The foregoing'k: s;trument was acknowledged before me this (date) by (name of officer dr Ageiatx: title of officer or agent) of Sunus Corporation, a Florida corporati66--,- oA behalf of the corporation. He/sly is personally known to me or has I Od1?CGid type of identification as identification. P. ( ) (Signature of person taking acknowledgment) 7 (Name typed, printed or stamped). C? (Title or rank) M1 89d1 (Serial number, if any) :`.Y` 4 COI t40T ' g, Ino. Y t9i I.gp6? ;. 25 CLEAR CHANNEL OUTDOOR SIGN ORDINANCE SETII.EMENT. PROPOSED REMOVAL SCHEDULE EXHMrf A LOCATION ADDRESS 1 54th Av N 400 ft E/O 45th St N SS 4320 54th Avetiue• N 2 Alt 19 100 ft N10 CO 78 WS 3 Alt 19 6D0 ft S/O Harry St ES felt 19 N•:,; 4 Alt 19 80 ft S/O Hillsborough St WS 704 "Itsborbugh Street 5 Klosterman Rd 700 ft E/O Howard Park Blvd Klosrterman Road 6 McMullen Booth Rd 80 ft S/O SR 580 WS 2789 SR 580 7 US 19 0.1 mi S/0 Anclote River WS `.. 4?'f4 US Highway 19 N i ? S A S March 18, 2003 TAX M 03131/16/51048/D47/0300 26127/15189316100010030 26127115/89316100010101 26127/151945901008/0010 23127115/89262100013800 28128/16/00036100210110 06127116189388/000/0451 0 -o Mz nM MM A us 0 99) C -j? r h) JD N CLEAR CHANNEL OUTDOOR SIGN ORDINANCE SEfTLWENi: PROPOSED REMOVAL SCREDUtE EXRIBff B LOCATION ADDRESS'".. 1 4th St N 1.4 mi N10 Gandy Blvd ES 4th Sk. eet N `. 2 4th St N 1.4 ml N/0 Gandy Blvd ES 4th Street 14-'** 3 4th St N 1.4 mi N10 Gandy Blvd WS 4ih Street( " 4' 4th St N 1.4 mi N10 Gandy Blvd WS ? th-?;trept td 5 4th St N 1.4 mi N/0 Gandy Blvd WS 4th Street,N 6 4th St N 1.5 m! N/0 Gandy Blvd ES 4th $Wi N 7 4th St N 1.5 m! N/0 Gandy Blvd WS 4th Street N 8 4th St N 1.5 ml N/0 Gandy Blvd WS 4'?h Street N 9 9th St N 0.7 mi N/O Roosevelt Blvd ES~` . 9th Street N 10 9th St N 0.7 m! N/0 Roosevelt Blvd Et'- gth Street N 11 9th St N 0.9 mi N/O Roosevelt Blvd..- E' 9th Street N 12 9th St N 0.9 mi N10 Roosevelt:l3tvd S i. 9th Street N 13 9th St N 0.9 ml N/O Roosevelhajvd 'WS 9th Street N 14 91h St N 0.9 mi N/0 Roose9ett_)3iJ-?W 9th Street N 15 9th St N 1 mi N10 Roosekt-Blv(( k 9th Street N 16 9th St N 1 ml N/0 Roo.&e4t blm WS 9th Street N 17 91h St N 1.1 ml N/O Rooseyelt.Slvd ES 9th Street N 18 9th St N 1.1 mi NO/Rp. sevelt•.Bivd ES 9th Street N TAX M 071301171000001420/0100 07130/17/00000/420/0100 07/30117100000/31010100 07/30/17100000131010100 07130/17/00000/31010100 07/30117/00000/42010100 07/30/17/00000/31010100 07/30/17/00000/31010100 12/30116100000141010000 12/30/1610000014'1010000 07/30117/00000/310/0100 07/30/171000001310/0100 12130/161000001410/0000 12/30/16/000001410/0000 12130/161000001410/0000 12130116/00000/410/0000 07/30/17100000/31010100 07/301171000001310/0100 0 "71 -u m1 m 0 r 109 A N r) N O CD Z -1 -4 N m N co March 18, 2003 CLEAR CHANNEL, OUTDOOR SIGN ORDINANCE SETTLEMENT: PROPOSED REMOVAL SCHEDULE EXHIBIT C ` LOCATION AMDRESS TAX 1D 1 46th Av N 60 ft W/O 49th St N NS 4650 49th Street 13 ' 04131/16/73728/00010160 2 49th St N 100 ft N/0 46th Av N WS 405-0"4"9 1'h1',-.81f eef N 04/31/16!73728/000/0160 3 49th St N 140 ft S/O 54th Av N ES 535$ 491 Street N 04/31176/64278/002/0220 4 Alt 19 25 ft S/0 Avery Av WS 2$71`•AIL 19, 3527/15/198721081/0090 5 All 19 600 ft S/O Westwinds Dr ES 461-S:AIt' 19 2427/15/89280/00016102 6 Alt 19 80 ft N/0 Virginia Av WS 509 Alt 19 01/28/15/88560/14910003 7 Belcher Rd 100 ft N/O Drew St ES 2212 Drew Street 0729/16100000133011200 a Curiew Rd 0.2 ml E/O US 19 NS .40583 US Highway 19 N 18128/16/00000/130/0400 9 Haines Rd 350 ft N/O 58th Pi N ES1`*"•111, ',:, 5857 Haines Road 35/30/16/08928/01310190 10 Klosterman Rd 100 ft W/O Alt 19 SS ?„.. 'g985 Klosterman Road 2427/15/37656/00010040 11 Seminole Blvd 150 ft SIO 110thaAv 4 ES i.,.." 10953 Seminole Boulevard 15/30115!79686/00012062 12 Seminole Blvd 40 ft S10 122 Av,N E$ 12199 Seminole Boulevard 10/30115/64332/001/0010 13 Seminole Blvd 600 ft SID 11.4ttt.Av.N Wj? 11140 Seminole Boulevard 15130/15/00000/24010200 14 Seminole Blvd 75 ft S/D 106th xv.N<..? 10595 Seminole Boulevard 15/30/151800461000/0010 15 Walsingham Rd 800 ft W/O Ridgy Rte SS i Rail Road Row 16/30/15/00000/11010100 i•? :t.. .: March 18, 2003 0 a? z n? . r A ? n CAD Z -1 { 6'1 ? ro 7J to CLEAR CHANNEL OUTDOOR N90-AP BILLBOARDS AS OF MARCH 2003 SIGN ORDINANCE SEn1fMEHi: PROPOSED REMOVAL SCHEDULE ` f E7iNlOfT D ;:?'-: - LOCATION AQ0RESL; '-` -::-,.:. TAX m 1 100th Way N 250 ft N/0 Bay Pines Blvd ES 4691 1OdtJ? Way Pal 02/31/15/00000/230/0500 2 142nd Av N 150 ft W10 66th St N NS 66B5.142nd-•Averiue N 06/30/161709381100/1403 3 142nd Av N 75 ft W10 Honeywell Rd SS 142n4'Avshue`tJ 06/30116/410941001/0100 4 281h St N 100 ft N/O 47th Av N WS 4769 26t St N 02/31/16/44100/000/0110 5 28th St N 150 ft S/0 46th Av N WS 4562 281h,6treet N 02/31/16/44082/ODD/0070 6 46th Av N 40 ft E/O 67th St N SS 666 46tht Avenue N 06/31/16100000/41010800 7 49th St N 0.2 mi S/O Roosevelt Blvd ES 14835 49th Street N 04/30/161709021100/0302 8 49th St N 0.3 mi S/O Roosevelt Blvd 14605 49th Street N 04/30/16809D2/100/0204 9 49th St N 200 ft N/O 47th Av N ES 471i 49th Street N 04/31/16180334/000/0090 10 49th St N 530 ft N/O Ulmerton Rd :WS' 'r . ;:'•:1,3750 49th Street N 04/30116170902/40011103 11 49th St N 70 It S/0 46th Av N ES =s `44593 49th Street N 04131/16100000141 D/1400 12 54th Av N 110 ft W10 40th St 4000 54th Avenue N 03/31/16151048104110140 13 54th Av N 140 ft E/O 49th St .45''°, 5353 49th Street N D4/31116/64278/002/0220 14 54th Av N 15 ft E/O 25th St fV"fvS: •:? ',' 2551 54th Avenue N 35130116100000/430/2100 15 54th Av N 15 ft E/O 42nd $t N rNS 4193 54th Avenue N 34/30116196156/002/0230 16 54th Av N 30 ft W/O Hain'gs Rd.,SS;;' 5300 Haines Road 02/31/16133930/001/0010 17 54th Av N 400 ft W/O:`6614bt•.N *N6 6633 54th Avenue N 31/30/16/46296/000/0150 18 54th Av N 50 ft W/4` 4%h-St 4011 54th Avenue N 34/30116196156/002/0150 19 54th Av N 900 ft qf0;-t6t'4St,N--'NS 6425 54th Avenue N 32/30116/699301331/0401 20 62nd Av N 200 ft..`./O 2st St N SS ' 2000 62nd Avenue N 36/30/16100000/32010300 21 66th St N 0.3 O p11Q"%.Ul m* erton Rd ES 14019 66th Street N 05130/16/10908/001/0040 22 66th St N 180 ft N10.:'68th'Av N WS 6800 66th Street N 31/30/16/58032/000/0120 23 66th St N 3351t, N/&158th Av N WS 5980 66th Street N 31/30116/39636/001/0010 24 66th St N:°400 W-0/0 ;46th Av N WS 4700 66th Street N 06/31116103636/000/0230 25 66th St iu 4,001, S'/O 58th Av N ES 5601 66th Street N 32/30116/72306/000/0011 26 66th,-4A ? Sd it: N14 41st Av.N ES 4104 66th Street N 05/31/16/29430/0D1/0D40 27 661 St IJ•$fl ft.:WO 55th Av N WS 5500 66th Street N 31/30/16/46296/000/D050 28 Both Zf N 5011 S/O 123rd Av N WS 12200 66th Street N 07/30/1680956/400/1607 29 .06th St-N••506 ft S/0 54th Av N WS 5242 66th Street N 06/31/16169480/00110080 30 .: A7t.a'1,.D.3'mi N/0 Klosterman Rd WS 1800 S Pinellas Avenue 24127/151399601000/0120 31, .$..qIchler-Ra 380 ft N10 Ulmerton Rd ES 13445 Belcher Road 061301161709381300/0902 = 2 'Be1[eai? Rd 15D ft E/O Miyrtle Av SS 704 Belleair Road 27/29/15107902/00110010 33' .,,Clearwater largo Rd 200 ft S/O Belleair Rd 1621 S Fort Harrison Avenue 28/29/15100000/110/0300 34 Drew St 100 ft E/O Coachman Rd NS 2101 Drew Street 12129/15/55818100010004 35 Haines Rd 100 ft W/O 60th Av N NS 6005 Haines Road 35/30/16108928/008/0200 March 18. 2003 0 'rl v .xl z ?r- m? mY r7 A) 0 07 C -i-f ?r- W 3) 0°. n 36 Haines Rd 300 ft N/O 64th Av N ES 6421 Haines Road ` 35/30/16/95076/001/0110 37 Haines Rd 40 ft N/O 58th Av N ES 5845 Haines Road: ••:::. 35/30/161089281014/0100 38 Haines Rd 50 ft SID 51 St Av N ES 2445 51 st Ave N ' • • •:: _:.,.. `?; 02/31116138070/00010010 39 Hercules Av 02 mi SID Calumet St WS 1700 N Hercules Avenue 12129/15/DD000/21010100 40 Hercules Av 0.5 mi S10 Sunset Pt Rd WS 1426 N HerculesAve6ue 12/29/15/38250/000/30D0 41 Lakeview Rd 75 ft E/0 Missouri Av SS 1301 S Missoilrl. Avenue 22/29/15158230100010010 42 Myrtle Av 15 ft S/0 Belleair Rd ES 704 Belle9lr•Road,`•... 2789/15/079021001/0010 43 Myrtle Av 500 ft S/0 Belleair Rd WS 1621 S Fort Hkrrisbn Avenue 28/28/15/00000/110/0300 44 Park Blvd 0.3 ml WIO 79th ST N SS 8100 Patk Boulevard 25/30/15/000001430/0100 45 Park Blvd 0.5 mi E/O Starkey Rd SS Parti 8orilelvard.-". 25/30/15/695781400/4301 46 Park Blvd 150 ft W/O 75th St N NS 7 01;Parl Bo ulevard 30130/16/038161000/0090 47 Park Blvd 160 ft W/O 76th St N SS 7658 Padc Boulevard 30/30116/03816/00010240 48 Park Blvd 300 it E10 83rd St N NS 8201-Pa*• Boulevard 25130/15/69678/400/3603 49 Park St 0.5 mi N/O Tyrone Blvd ES 5001 Park Street 01/31/15100000/130/1400 50 Roosevelt Blvd 0.3 mi E/0 49th St N SS-',,. 46,60• Roosevelt Blvd D4/30/16/70902110011601 51 Roosevelt Blvd 75 ft W/0 George Rd Sg'?, 5750'Roosevelt Boulevard 32/29/161151561007/0040 52 Seminole Blvd 100 ft S/O 54th Av N:'!=S •. ,, , ' 5385 Seminole Boulevard 03131/15/00000/120/0900 53 Seminole Blvd 125 ft S/O 114th Av Fit B;S, X1193 Seminole Boulevard 15/30/15/64368/004/0020 54 Seminole Blvd 15 ft S/0 122 Av.N •WS. 12150 Seminole Boulevard 10130/15/705061300/1701 55 Seminole Blvd 150 it S/0 Porgbise Park:Dr;` 8701 Seminole Boulevard 22/30/15100000/430/0900 56 Seminole Blvd 25 ft S/0 114th'A04,;Wk 11340 Seminole Boulevard 15/30115/00000/240/0100 57 Seminole Blvd 400 ft S/0 1'0 Ah;Av R; VdS 10510 Seminole Boulevard 15/30/15/000001340/0200 5B Seminole Blvd 50 ft S/0:11 OotRAy.N J?S 9919 Seminole Boulevard 22/30/15/00000/12010900 59 Seminole Blvd 500 It S.lO 1:'Oth A?r:.N ES 10717 Seminole Boulevard 15130/15170596/400/0900 60 Seminole Blvd .600 ft.:/O ..1i5ttt Av N ES 11725 Seminole Boulevard 10130115164314/00110681 61 SR 580 0.3 mi W/9 llS: h SS :' 2321 SR 580 30128/16/23282/000/0010 62 SR 580 100 ft EJQ•.,Betl f•, ven Dr NS 2300 SR 580 30/28/16107254/00012002 63 SR 580 500 ft E/0' l3etcher•,Rd NS 2250 SR 580 30/28/16/07254/000/2500 64 Starkey Rd 0.2 mi..,WO L11 m. erton Rd ES 1625 Starkey Rd 01/30/15170416/300/0601 65 Starkey Rd 0. tni S70 Ulmerton Rd WS 12382 Starkey Road 11/30/15/70524/40010103 66 Starkey Rd' 10d ft'N/O)'Ulmerton Rd ES . • 2255 Starkey Road 01l30115/000DO/30010900 67 ,. ; Starkey Rd •;`10,0-.1 $/0 126th Av N WS 12544 Starkey Road 11/30/15/70524/400/0100 68 Sunset Ot R8% (),A rril W10 Hercules Av SS 1945 Sunset Point Road 0129/15170164/300/0300 69 TyroAe 6lvr#116,QaUlt E/O Park St NS 4055 Tyrone Boulevard 01131115/000001430/0200 70 Ulme 64.Rd'••Q:I ml W/O 66th St N SS 6700 Ulmerton Road 07130/16/70956/10010201 71 l?lmerIa.q Rd...0.2 ml W/O Starkey Rd NS 9185 Ulmerton Road 02130/15/00000440/0400 72 Orn"d'don- Ftd 0.2 mi W/O Starkey Rd SS 9190 Uimerton Road 11130/15170524/100/04D0 73; Uimeito..-Rd 0.5 mi E/O Walsingham Rd NS 12561 Ulmerton Road 08/30/15170470/400/1602 4 '1?Inerto Rd 15 ft W/O Wild Acres Rd SS 8340 Ulmerton Road 12/30/15/705421200/0100 75•• •.,tllmerton Rd 180 ft W10 CO 34 NS 8321 Ulmerton Road 01/30/15170416130011401 76 Ulmerton Rd 200 ft E/0 Belcher Rd NS 7641 Ulmerton Road 061301161709381300/0904 77 Ulmerton Rd 200 ft E/O Starkey Rd NS 8791 Ulmerton Road 01/30/15170416/30010907 78 Ulmerton Rd 225 ft E10 Lake Av NS 9475 Ulmerton Road 02130115/70434/40012502 n mm . r XN ?- 0 rd 0 mz _j { p fu 21 D• March 18, 2003 r 79 Ulmerton Rd 225 ft W/O Walsingham Rd SS 12800 Walsingham Q ad, 17/30/15170632/100/0502 80 Ulmerton Rd 300 ft W10 Lake Av SS 9470 Ulmerton Roa,¢.,':: 11130/15/93348100110011 81 Ulmerton Rd 400 ft W/O Wild Acres Rd SS 8340 Ulmerton Rgad.. .; 12J30/1 5/705421200/0100 82 Ulmerton Rd 450 ft W/O Coral Way NS 8175 Ulmerton.Flo&d. 01130/15!704161400/1005 83 Ulmerton Rd 600 ft W/O Belcher Rd NS 7935 Ulmerton Rdad` 01/30115118126/001/0100 84 Ulmerton Rd 850 ft W/O Walsingham Rd SS 12952 WalslogharnAoad 17/30/151706321100/0704 85 Walsingham Rd 250 ft E/O Ulmerton Rd NS 12651 watt 'ing6fv Rpad 08/30115170470/400/3001 86 Walsingham Rd 500 ft W/O 146th St SS 14680 f 18tti'iA,verltre'"N 1 8/3 0/1 510 0 0DO1220/0100 i 0 9•1 v pi m cf rr, m:D 7C N C'3 pNr C Q! 7- -V Or- tU 31 aa7 ra March 18. 2003 CLEAR CHAN K OUTDOOR ;:...:, fA B(LlBDARIIS AS OF MARCH 2003 SIGN ORDINANCE SEITlQVfI;NT &! EXHIBIT E 18CADON ADDRESS TAX m z 1 34th St N 0.6 ml N10 38th Av N WS 4550 34111 Sfredt 4 03/31/16/00000/410/0100 2 34th St N 125 ft S/0 58th Av N ES 575"5 34fh: ^4treet'N 35/30/16101404/001/0010 3 62nd St N 500 ft N10 Ulmerton Rd WS 62nd.AvenuO N 05/30/16170920/300/1504 4 Curlew Rd 500 ft W10 US 19 NS 34&22 US M;ghway 19 N 18/28116/00000240/0800 5 Gandy Blvd 0.3 ml E/O San Fernando Blvd 13050'Gafidy Boulevard 16130/17/00000/32010500 6 Gandy Blvd 0.3 mi W/O San Martin Blvd SS 10568 Gandy Boulevard 17130/17/00000134010600 7 Gandy Blvd 100 ft E/O Oak St SS , 1 QAk Gandy Boulevard 18/30/17/00000/44011000 8 Gandy Blvd 100 ft W/O Oak St NS tD355 Gandy Boulevard 18/30/17/00000/440/0300 9 Gandy Blvd 200 ft W/O San Femando 1.1, 50 Gandy Boulevard 1 713 011 712 6 5 8 410 0 610 0 02 10 Gandy Blvd 350 ft W/O San Martin B)4d -:5S (0610 Gandy Boulevard 17/30117/00000/340/0300 11 Gandy Blvd 420 ft E/0 San Martin BlRi. SS;' 10820 Gandy Boulevard 17/30117/28512/00210120 12 Gandy Blvd 650 ft E10 San Fer*ndo•-Bfbd.- § 12020 Gandy Boulevard 17/30117128602/005/0140 13 Gandy Blvd 700 ft W/O San iVlaiiriBlvd !V5 Gandy Boulevard 17/30117/000001310/0100 14 Haines Rd 250 ft N/O 50tti`AV N W 5052 Haines Road 02/31/16/00000/110/0200 15 1-275 50 ft N/O Haines Rd`WS:..,:' 5001 Haines Road 07/31/16/38070/000/0200 16 McMullen Booth Rd 100'ft - ,tJo..S.R-580 ES ` 3101 McMullen Booth Road 28128116/000001210/0300 17 Nursery Rd 50 ft W/0 'tJ9 .t9 'SS 18584 US Highway 19 N 19/29116/00000/440/0100 18 SR 580 150 ft E/O.'M;lvtul?sri^I33goth Rd SS 3101 McMullen Booth Road 28/28/16100000121010300 19 Ulmerton Rd 0.8 p 1.. FJb US 19 SS 5560 Ulmerton Road 09/30116170992/200/0402 20 Ulmerton Rd 1Q0 R E(Q, US, 19 SS 6250 Ulmerton Road 08/30116170974120010102 21 Ulmerton Rd ,1'S ff•: 34th St N SS 3350 Ulmerton Road 11130/16100000/220/0300 22 Ulmerton Rd: 50-ft W/-Q Stoneybrook Dr NS Ulmerton Road 03/30/16170884140011002 23 Ulmertoncf ?W/O 34th St N SS 3550 Ulmerton Road 101301161710101100/0104 24 Ulmertori."R4 6215 ff<.E/O 49th St N SS 4730 Ulmerton Road 09/30116170992/100/0103 25 Ulmertoli,(.Rd'80b ft' W/O 49th St N NS 5115 Ulmerton Road 04130116/70902/400/0901 26 UlradAp0i ? 850r-'ft E/O SR 686 NS 3939 Ulmerton Road 03130/16?0684/300/1401 27 Uj&artoit Rd''900 ft E/O Feather Sound Dr N 1950 Ulmerton Road 01130116/000001330/0120 28 Iflmertft,*Rd 900 ft E/O SR 686 NS 3939 Ulmerton Road 03/30116/708841300/1401 29 US 1,?•.0.17ni S10 Curlew Rd ES 29101 US Highway 19 N 19128/16100000113010300 30, , l1S 19:0'.2 mi N10 SR 580 ES 27419 US Highway 19 N 3028116/07218100011100 1 11.5;19 0.2 mi S/0 Bellealr Rd WS 17964 US Highway 19 N 30129116/00000111010600 32 ,-•.tJS ...19'0.2 mi S/O East Bay Dr WS 15360 US Highway 19 N 31129116/70344/400/1603 33 US 19 0.2 mi S/O Nebraska Av ES 33119 US Highway 19 N 0628/16/00000/43010500 34 US 19 0.3 mi N/O Republic Dr WS 28774 US Highway 19 N 19128/16/00000/310/0300 35 US 19 0.3 mi N/0 SR 580 ES 27839 US Highway 19 N 3028116107218/00011800 0 m z mm ?r r mM A N N O Co z -a ?r N 31 O• m to March 18, 2003 36 US 19 0.3 mi N/0 SR 584 WS 32898 HWY. 19 NORTIIi 37 US 19 0.4 mi N/O East Say Dr ES 16405 US Highway 4N '_.. 38 US 19 0.4 mi S/O Curlew Rd WS 29712 US Highway-'1,4--14 39 US 19 0.5 mi S/O Curlew Rd WS 29450 US Hlghway*.1q....N ?• 40 US 19 0,5 ml S/O SR 584 ES 31515 US Hightivgy.19=;N 41 US 19 0.6 mi S10 1 loth Av N ES 10815 US Higbwaq 19 N 42 US 19 0.6 ml S/O Curlew Rd WS 29194 US Highway 4N 43 US 19 0.7 ml S/0 Curlew Rd WS 29194 U$ Highway 1-9.•N 44 US 19 0.7 mi SIO Klosterman Rd ES 37517 US Rjghvvay 19 N 45 US 19 0.8 ml S/O Curlew Rd ES 28801 1S.Highway 19 N 46 US 19 0.9 ml SIO Klosterman Rd WS 3711'82.1JS NQl1'way 19 N 47 US 19 100 ft SIO Beckett Way WS 43`386,U§"HiBhway 19 N 48 US 19 15 ft S/O Oak Av ES 36667 US Highway 19 N 49 US 19 150 ft N/O Ulmerton Rd WS 13400 US'Highway 19 N 50 US 19 200 ft SIO Beacon Grove Blvd WS .:• 34338 US Highway 19 N 51 US 19 25 ft N/O Alderman Rd WS - '',31 404.-US Highway 19 N 52 US 19 25 ft N/O Haas Av WS 2582 Haas Avenue 53 US 19 25 ft SIO 140th Av N ES ",-tO625 US Highway 19 North 54 US 19 250 ft N/O SR 580 ES s ? ;..,27317 US Highway 19 N 55 US 19 300 ft N/0 Klosterman Rai ES• ` . ?. 38799 US Highway 19 N 56 US 19 300 ft S/O Ulmerton Rd EM 13383 US Highway 19 N 57 US 19 40 ft N/O Cove Cay Rd,WS,.,: ^' 17722 US Highway 19 N 58 • US 19 4004 N/O Republl&Dri,ES•. 28253 US Highway 19 N 59 US 19 500 ft N/O Curlew•.Fzd. W9°' 30522 US Highway 19 N 60 US 19 500 ft S/O East`Bayb?-WS''' US Highway 19 N 61 US 19 500 ft 810 Oak AY..'WS 36400 US Highway 19 N 62 US 19 500 ft S/O 9R 684.. ?S,,/ 32257 US Highway 19 N 63 US 19 600 ft N/0,•bitnertbn Rd ES 13577 US Highway 19 N 64 US 19 600 ft WO..,-LVs`&4on,iRd WS 13750 US Highway 19 N 65 US 19 700 ft N10'.-? qe ubl'ic Dr WS 28342 US Highway 19 N 66 US 19 700 ft•:S(O., Beckett Way WS 43380 US Highway 19 N 67 US 19 701 ft.,.S10"?K1vslerman Rd ES 38313 US Highway 19 N 68 US 19 75 MOO; Bolleair Rd WS 18300 US Highway 19 N 69 US 19''850 ft Sf0,150th Av N WS US Highway 19 N z. March 18, 2003 06/28/16/00000/340/0900 3PJ29/16/14359/001 /0010 18128116/000001340/1400 19/281161000001210/0 300 07/28/16/00000/430/0200 16/30116/69732/30013706 19/28/16100000/240/0100 19/281161000001240/0100 3 0/27/ 16/564 84/00010010 19/28/16100000/130/0400 30127/16/89460/000/0280 06/27/16189388/000/0390 30/27/16/48492/00011090 05130116/70920/30011307 06/28116/00D00/21010100 31127116/000001240/0100 06/29/16134866/000/0150 16130116/69732/300/3702 30/28/16/07218/000/1001 19/27116/89442/00010141 O B/30/1680974/200/0103 30/29116/00000/14010300 19)28116/279401001 /0010 18/28/16/000001240/0800 31/29/16/70344/400/0106 30/27/16/000001340101 DO 07128116100000113010500 05130/16170920/360/1504 05/3011680920/300/1201 19/2a/16/07290/000/0040 06!27/16/893881000/0390 19127/16/55638/000/0081 19/29116/000001440/1300 06130/15170938/100/1608 0 _l T ;0 z nr x N N O ama z croi ? N M O. U) A r To: Pinellas County c/o Office of (lie Pinellas Cuunty !Attorney ' Clearwater, Florida AGREEMENT OF TR.AN''*tAtE Undcr this Agreement of Transferee, tradMiis day of , 2____ , acknowledges and agrees as followiz: ferec") Transferee acknowledges 014x ` .. "' •4 t c1 ?e'ir Channel Outdoor, Inc.. GC Properiiev USA, Inc. u'is rhi'{ rr?r rlie succrsaurhi haer sr iri% n Ithe 01wis the three of this Agreement of D-onsjereel is transferring one or morebfhltc billboard structure(s) to Transferee, which structures arc identified in Exhibit 2. Transfcrob 4c16sc3wWgc5 that Clear Channel Outdoor, lnc., Sunus Corporation, GC Propi?qics USA, Inc. anal Pinellas County have entcrcd into u settlement agreement date'd..as of` 2003, which governs the billbuard structure(s) and accotnp6p, yutg? bti face(s). Transferee acknowledges having received a copy of said •4 scttletnoht.tgreci`i'icit and understands all of the terins, provisions, conditions, and linliI6EM, ofthilt settlement agreement. :.,3. Ii-consideration For receiving the bcnelits of the transfer of the structure(s) and the Qc ? n7panying sign face(s) and for other good and valuable consideration, the receipt and'sU-Mciency of which is hereby acknowledged, Transferee agrees to be bound by all of the teens, provisions. conditions, and linlita60115 of that settlement agreement as the 0 ?-U Mz ? r7 nr ma mz v G) -q r a. m T. same may apply to the billboard structure(s) and sign fiiecs o?iiicJ'by3ftc undersigned Transferec or in which the undersigned Transferee has an;interet.t, including the condition ?.,.° ?z that the undersigned Transferee obtain the same agrceinentaiotil,any subsequent n r- ?m ? rn transferee. .. C-) ru O O C CD z Witnesses: _<. IU :0 0. U) -2- e IN THE UNITED STATES DISTRICT:..QU T,, :j MIDDLE DISTRICT OF I--LORJDA TAMPA DIVISION ELLER MEDIA. COMPANY, a Delaware corl)orution, and SUNUS CORPORATION, a Florida corporation, Plaintiffs, asc No. 3:00 CV 979-T-30EAJ vs. PINELLAS COUNTY, a political subdivision of the State of Florida, Defend asi t. The parties hereto, tky aiid:7h.t'.twgh their undersigned counsel, stipulate and agree as follows: 1. That the.' ,.parties haVc amicably settled their differences herein, their settlement being embodied in a Writteh Sethlenient Agreement duly approved and executed by both parties. 2. Thst' be Court shall enter an Stipulated Final Judgment Approving Settlement Agreement, in the fonnirtt?e lied hereto as L.xhibit A. ST1PVLA'F-EP' A:ND AGREED to this clay of 22003. HOLLAND & KNIGHT, LLP Attorneys for Eller Media Company n/k/a Clear Channel Outdoor, Inc. and Sunus Corp. 200 Central Avenue, Suite 1600 Post Office Box 3542 (Zip 33733-3542) St. Petersburg, FL 33701 (727) 396-7171; Fax; (727) 322-8045 By- Lisa B. Dodge Florida Bar No. 0854549 0 7a z n r- mr :1) x cn of o m z N W C3. t37 IV, STIPULATED AND AGREED to this _ clay Of , 2003. ROGERS_' ON,N**'-ER9 Attorq&ys.jorTi-ndJlas County 1301 RiM13uc Boulevard, Suite 1500 JacksupOlle, Florida 32207 (904) 33,?91'1; Fax: (904) 396-0663 . y: 13 O :0z crqi rn W3) X N N O w z cr Nm Q Q) Q W, R a .. I IN THE CIRCUIT COURT OF THE SIXTH JUDICI.AL`CIRCUIT IN AND FOR PINELLAS COUNTY,.--FL_ TtJDA CIVIL DIVISION ELLER MEDIA COMPANY, a Delaware corporation, and SUNUS CORPORATION, a Florida corporation, Plaintiffs, t4se.N& 00- 3639-CI-08 VS. PINELLAS COUNTY, a political subdivision of the State of'Florida, "-'?•.. Defendant. JOINT ]110TIO,C3?t Jr)\'T'Rl' Or F U T AYI'ROVtK4SI?•T7'LE ' Eba ACHE, EP ENT The parties hereto, bj.Andibrou h their undersigned counsel, stipulate and agree as follows: 1. That t1m.'pai'tics'have amicably settled their differences herein, their settlement being, embodied in a 1vrifimk• etilrment Agreement duly approved and executed by both parties. 2. That.'iiic Court shall enter an Stipulated Final Judgment Approving Settlement Agreement, in We t:Qn21 iiftaulied hereto as Exhibit A. STIPUL`'AtE.-dAND AGREED to this fay of , 2003. HOLLAND & KNIGHT, LLP Attorneys for Eller Media Company ' ?•~ n a Clear Channel Outdoor, Inc. and Sunus Corp. 200 Central Avenue, Suite 1600 ' Post Of(icc Box 3542 (Zip 33733-3542) St. Petersburg, FL 33701 (727),q-96-7171; Fax: (727) 822-8048 By: Lisa B. Dodge Florida Bar No. 0354549 0 _9v ?u z n r mr ?0 N 0 mz -j { mm m0. W Er HISIT ?'G2er s r. ,! F STIMULATED AND AGREED to this ..t } i? day of 2003. ItOGLRS`TOW R9 Atton)<Vs;fi3r,PipaIlas County 1301RimhplaCe Boulevard, Suite 1500 Jackionvi.?les, Fjoridu 32207 (904)`393-39.1'y1. Fax: (904) 396-0663 Q ?z r? r r mm x au ua 0 z Q ?I Iv 31 O• O Statutes & Constitution :View Statutes : Online Sunshine Page 1 of 3 Select Year: 2006 ! Go The 2oo6 Florida Statutes Title I Chapter 70 CIVIL PRACTICE AND RELIEF FROM BURDENS ON REAL PROCEDURE PROPERTY RIGHTS View Entire Chapter 70.20 Balancing of interests.--It is a policy of this state to encourage municipalities, counties, and other governmental entities and sign owners to enter into relocation and reconstruction agreements that allow governmental entities to undertake public projects and accomplish public goals without the expenditure of public funds while allowing the continued maintenance of private investment in signage as a medium of commercial and noncommercial communication. (1) Municipalities, counties, and all other governmental entities are specifically empowered to enter into relocation and reconstruction agreements on whatever terms are agreeable to the sign owner and the municipality, county, or other governmental entity involved and to provide for relocation and reconstruction of signs by agreement, ordinance, or resolution. As used in this section, a "relocation and reconstruction agreement" means a consensual, contractual agreement between a sign owner and a municipality, county, or other governmental entity for either the reconstruction of an existing sign or the removal of a sign and construction of a new sign to substitute for the sign removed. (2) Except as otherwise provided in this section, no municipality, county, or other governmental entity may remove, or cause to be removed, any lawfully erected sign located along any portion of the interstate, federal-aid primary or other highway system, or any other road without first paying just compensation for such removal as determined by agreement between the parties or through eminent domain proceedings. Except as otherwise provided in this section, no municipality, county, or other governmental entity may cause in any way the alteration of any lawfully erected sign located along any portion of the interstate, federal-aid primary or other highway system, or any other road without first paying just compensation for such alteration as determined by agreement between the parties or through eminent domain proceedings. The provisions of this section shall not apply to any ordinance the- validity, constitutionality, and enforceability of which the owner has by written agreement waived all right to challenge. (3) In the event that a municipality, county, or other governmental entity undertakes a public project or public goal requiring alteration or removal of any lawfully erected sign, the municipality, county, or other governmental entity shall notify the owner of the affected sign in writing of the public project or goal and of the intention of the municipality, county, or other governmental entity to seek such alteration or removal. Within 30 days after receipt of the notice, the owner of the sign and the municipality, county, or other governmental entity shall attempt to meet for purposes of negotiating and executing a relocation and reconstruction agreement as provided for in subsection (1). http://www.leg. state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1,&App... 2/15/2007 Statutes & Constitution :View Statutes : Online Sunshine Page 2 of 3 k, (4) If the parties fail to enter into a relocation and reconstruction agreement within 120 days after the initial notification by the municipality, county, or other governmental entity, either party may request mandatory nonbinding arbitration to resolve the disagreements between the parties. Each party shall select an arbitrator, and the individuals so selected shall choose a third arbitrator. The three arbitrators shall constitute the panel that shall arbitrate the dispute between the parties and, at the conclusion of the proceedings, shall present to the parties a proposed relocation and reconstruction agreement that the panel believes equitably balances the rights, interests, obligations, and reasonable expectations of the parties. If the municipality, county, or other governmental entity and the sign owner accept the proposed relocation and reconstruction agreement, the municipality, county, or other governmental entity and the sign owner shall each pay its respective costs of arbitration and shall pay one-half of the costs of the arbitration panel, unless the parties otherwise agree. (5) If the parties do not enter into a relocation and reconstruction agreement, the municipality, county, or other governmental entity may proceed with the public project or purpose and the alteration or removal of the sign only after first paying just compensation for such alteration or removal as determined by agreement between the parties or through eminent domain proceedings. (6) The requirement by a municipality, county, or other governmental entity that a lawfully erected sign be removed or altered as a condition precedent to the issuance or continued effectiveness of a development order constitutes a compelled removal that is prohibited without prior payment of just compensation under subsection (2). This subsection shall not apply when the owner of the land on which the sign is located is seeking to have the property redesignated on the future land use map of the applicable comprehensive plan for exclusively single-family residential use. (7) The requirement by a municipality, county, or other governmental entity that a lawfully erected sign be altered or removed from the premises upon which it is located incident to the voluntary acquisition of such property by a municipality, county, or other governmental entity constitutes a compelled removal that is prohibited without payment of just compensation under subsection (2). (8) Nothing in this section shall prevent a municipality, county, or other governmental entity from acquiring a lawfully erected sign through eminent domain or from prospectively regulating the placement, size, height, or other aspects of new signs within such entity's jurisdiction, including the prohibition of new signs, unless otherwise authorized pursuant to this section. Nothing in this section shall impair any ordinance or provision of any ordinance not inconsistent with this section, including a provision that creates a ban or partial ban on new signs, nor shall this section create any new rights for any party other than the owner of a sign, the owner of the land upon which it is located, or a municipality, county, or other governmental entity as expressed in this section. (9) This section applies only to a lawfully erected sign the subject matter of which relates to premises other than the premises on which it is located or to merchandise, services, activities, or entertainment not sold, produced, manufactured, or furnished on the premises on which the sign is located. (10) This section shall not apply to any actions taken by the Department of Transportation that relate to the operation, maintenance, or expansion of transportation facilities, and this section shall not affect W http://www,.leg.state.fl.us/statutes/index.cfm?mode=View°/`20Statutes&SubMenu=1 &App... 2/15/2007 r Statutes & Constitution :View Statutes : Online Sunshine Page 3 of 3 • existing law regarding eminent domain relating to the Department of Transportation. (11) Nothing in this section shall impair or affect any written agreement existing prior to the effective date of this act, including, but not limited to, any settlement agreements reliant upon the legality or enforceability of local ordinances. The provisions of this section shall not apply to any signs that are required to be removed by a date certain in areas designated by local ordinance as view corridors if the local ordinance creating the view corridors was enacted in part to effectuate a consensual agreement between the local government and two or more sign owners prior to the effective date of this act, nor shall the provisions of this section apply to any signs that are the subject of an ordinance providing an amortization period, which period has expired, and which ordinance is the subject of judicial proceedings that were commenced on or before January 1, 2001, nor shall this section apply to any municipality with an ordinance that prohibits billboards and has two or fewer billboards located within its current boundaries or its future annexed properties. (12) Subsection (6) shall not apply when the development order permits construction of a replacement sign that cannot be erected without the removal of the lawfully erected sign being replaced. History.--s. 1, ch. 2002-13; s. 10, ch. 2005-2. Copyright © 1995-2006 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 ft, Statutes & Constitution :View Statutes : Online Sunshine Pagel of 5 M Select Year: 2006 ` Go The 2oo6 Florida Statutes Title Chapter 163, View Entire COUNTY ORGANIZATION AND INTERGOVERNMENTAL Chapter INTERGOVERNMENTAL RELATIONS PROGRAMS 163.3164 Local Government Comprehensive Planning and Land Development Regulation Act; definitions.--As used in this act: (1) "Administration Commission" means the Governor and the Cabinet, and for purposes of this chapter the commission shall act on a simple majority vote, except that for purposes of imposing the sanctions provided in s. 163,3184(l 1), affirmative action shall require the approval of the Governor and at least three other members of the commission. (2) "Area" or "area of jurisdiction" means the total area qualifying under the provisions of this act, whether this be all of the lands lying within the limits of an incorporated municipality, lands in and adjacent to incorporated municipalities, all unincorporated lands within a county, or areas comprising combinations of the lands in incorporated municipalities and unincorporated areas of counties. (3) "Coastal area" means the 35 coastal counties and all coastal municipalities within their boundaries designated coastal by the state land planning agency. (4) "Comprehensive plan" means a plan that meets the requirements of ss. 163,3177 and 163.3178. (5) "Developer" means any person, including a governmental agency, undertaking any development as defined in this act. (6) "Development" has the meaning given it in s. 380.04. (7) "Development order" means any order granting, denying, or granting with conditions an application for a development permit. (8) "Development permit" includes any building permit, zoning permit, subdivision approval, rezoning, certification, special exception, variance, or any other official action of local government having the effect of permitting the development of land. (9) "Governing body" means the board of county commissioners of a county, the commission or council of an incorporated municipality, or any other chief governing body of a unit of local government, however designated, or the combination of such bodies where joint utilization of the provisions of this act is accomplished as provided herein. http://www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 Statutes & Constitution :View Statutes : Online Sunshine Page 2 of 5 (10) "Governmental agency" means: (a) The United States or any department, commission, agency, or other instrumentality thereof. (b) This state or any department, commission, agency, or other instrumentality thereof. (c) Any local government, as defined in this section, or any department, commission, agency, or other instrumentality thereof. (d) Any school board or other special district, authority, or governmental entity. (11) "Land" means the earth, water, and air, above, below, or on the surface, and includes any improvements or structures customarily regarded as land. (12) "Land use" means the development that has occurred on the land, the development that is proposed by a developer on the land, or the use that is permitted or permissible on the land under an adopted comprehensive plan or element or portion thereof, land development regulations, or a land development code, as the context may indicate. (13) "Local government" means any county or municipality. (14) "Local planning agency" means the agency designated to prepare the comprehensive plan or plan amendments required by this act. (15) A "newspaper of general circulation" means a newspaper published at least on a weekly basis and printed in the language most commonly spoken in the area within which it circulates, but does not include a newspaper intended primarily for members of a particular professional or occupational group, a newspaper whose primary function is to carry legal notices, or a newspaper that is given away primarily to distribute advertising. (16) "Parcel of land" means any quantity of land capable of being described with such definiteness that its locations and boundaries may be established, which is designated by its owner or developer as land to be used, or developed as, a unit or which has been used or developed as a unit. (17) "Person" means an individual, corporation, governmental agency, business trust, estate, trust, partnership, association, two or more persons having a joint or common interest, or any other legal entity. (18) "Public notice" means notice as required by s. 125.66(2) for a county or by s. 166.041(3)(a) for a municipality. The public notice procedures required in this part are established as minimum public notice procedures. (19) "Regional planning agency" means the agency designated by the state land planning agency to exercise responsibilities under law in a particular region of the state. http://www.leg.state.fl.us/statutes/index.Cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 Statutes & Constitution :View Statutes : Online Sunshine Page 3 of 5 (20) "State land planning agency" means the Department of Community Affairs. (21) "Structure" has the meaning given it by s. 380.031(19). (22) "Land development regulation commission" means a commission designated by a local government to develop and recommend, to the local governing body, land development regulations which implement the adopted comprehensive plan and to review land development regulations, or amendments thereto, for consistency with the adopted plan and report to the governing body regarding its findings. The responsibilities of the land development regulation commission may be performed by the local planning agency. (23) "Land development regulations" means ordinances enacted by governing bodies for the regulation of any aspect of development and includes any local government zoning, rezoning, subdivision, building construction, or sign regulations or any other regulations controlling the development of land, except that this definition shall not apply in s. 163.3213. (24) "Public facilities" means major capital improvements, including, but not limited to, transportation, sanitary sewer, solid waste, drainage, potable water, educational, parks and recreational, and health systems and facilities, and spoil disposal sites for maintenance dredging located in the intracoastal waterways, except for spoil disposal sites owned or used by ports listed in s. 403.021(9)(b). (25) "Downtown revitalization" means the physical and economic renewal of a central business district of a community as designated by local government, and includes both downtown development and redevelopment. (26) "Urban redevelopment" means demolition and reconstruction or substantial renovation of existing buildings or infrastructure within urban infill areas or existing urban service areas. (27) "Urban infill" means the development of vacant parcels in otherwise built-up areas where public facilities such as sewer systems, roads, schools, and recreation areas are already in place and the average residential density is at least five dwelling units per acre, the average nonresidential intensity is at least a floor area ratio of 1.0 and vacant, developable land does not constitute more than 10 percent of the area. (28) "Projects that promote public transportation" means projects that directly affect the provisions of public transit, including transit terminals, transit lines and routes, separate lanes for the exclusive use of public transit services, transit stops (shelters and stations), office buildings or projects that include fixed-rail or transit terminals as part of the building, and projects which are transit oriented and designed to complement reasonably proximate planned or existing public facilities. (29) "Existing urban service area" means built-up areas where public facilities and services such as sewage treatment systems, roads, schools, and recreation areas are already in place. (30) "Transportation corridor management" means the coordination of the planning of designated future http://www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 Statutes & Constitution :View Statutes : Online Sunshine Page 4 of 5 transportation corridors with land use planning within and adjacent to the corridor to promote orderly growth, to meet the concurrency requirements of this chapter, and to maintain the integrity of the corridor for transportation purposes. (31) "Optional sector plan" means an optional process authorized by s. 1-63,3245 in which one or more local governments by agreement with the state land planning agency are allowed to address development-of-regional-impact issues within certain designated geographic areas identified in the local comprehensive plan as a means of fostering innovative planning and development strategies in s. 163.3177(11)(a) and (b), furthering the purposes of this part and part I of chapter 380, reducing overlapping data and analysis requirements, protecting regionally significant resources and facilities, and addressing extrajurisdictional impacts. (32) "Financial feasibility" means that sufficient revenues are currently available or will be available from committed funding sources for the first 3 years, or will be available from committed or planned funding sources for years 4 and 5, of a 5-year capital improvement schedule for financing capital improvements, such as ad valorem taxes, bonds, state and federal funds, tax revenues, impact fees, and developer contributions, which are adequate to fund the projected costs of the capital improvements identified in the comprehensive plan necessary to ensure that adopted level-of-service standards are achieved and maintained within the period covered by the 5-year schedule of capital improvements. The requirement that level-of-service standards be achieved and maintained shall not apply if the proportionate-share process set forth in s. 163.31 0(12) and (16) is used. (33) "Agricultural enclave" means an unincorporated, undeveloped parcel that: (a) Is owned by a single person or entity; (b) Has been in continuous use for bona fide agricultural purposes, as defined by s. 193.461, for a period of 5 years prior to the date of any comprehensive plan amendment application; (c) Is surrounded on at least 75 percent of its perimeter by: 1. Property that has existing industrial, commercial, or residential development; or 2. Property that the local government has designated, in the local government's comprehensive plan, zoning map, and future land use map, as land that is to be developed for industrial, commercial, or residential purposes, and at least 75 percent of such property is existing industrial, commercial, or residential development; (d) Has public services, including water, wastewater, transportation, schools, and recreation facilities, available or such public services are scheduled in the capital improvement element to be provided by the local government or can be provided by an alternative provider of local government infrastructure in order to ensure consistency with applicable concurrency provisions of s. 163.3180; and (e) Does not exceed 1,280 acres; however, if the property is surrounded by existing or authorized r? http://www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 Statutes & Constitution :View Statutes : Online Sunshine Page 5 of 5 .residential development that will result in a density at buildout of at least 1,000 residents per square mile, then the area shall be determined to be urban and the parcel may not exceed 4,480 acres. History.--s. 3, ch. 75-257; s. 49, ch. 79-190; s. 10, ch. 81-167; s. 10, ch. 83-55; s. 2, ch. 85-55; s. 3, ch. 92-129; s. 2, ch. 93-206; s. 2, ch. 95-257; s. 22, ch. 95-280; s. 7, ch. 95-310; s. 2, ch. 98-176; s. 2, ch. 99-378; s. 1, ch. 2005-290; s. 3, ch. 2006-255. Copyright © 1995-2006 The Florida Legislature • Privacy Statement • Contact Us http://www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 =?h Statutes & Constitution :View Statutes : Online Sunshine 'v Select Year: 2006 Go The 2oo6 Florida Statutes Title XXVIII Chapter 380 NATURAL RESOURCES; CONSERVATION, LAND AND WATER RECLAMATION, AND USE MANAGEMENT 380.031 Definitions.--As used in this chapter: Pagel of 3 View Entire Chapter (1) "Administration commission" or "commission" means the Governor and the Cabinet; and for purposes of this chapter the commission shall act on a simple majority. (2) "Developer" means any person, including a governmental agency, undertaking any development as defined in this chapter. (3) "Development order" means any order granting, denying, or granting with conditions an application for a development permit. (4) "Development permit" includes any building permit, zoning permit, plat approval, or rezoning, certification, variance, or other action having the effect of permitting development as defined in this chapter. (5) "Downtown development authority" means a local governmental agency established under part III of chapter 163 or created with similar powers and responsibilities by special act for the purpose of planning, coordinating, and assisting in the implementation, revitalization, and redevelopment of a specific downtown area of a city. (6) "Governmental agency" means: (a). The United States or any department, commission, agency, or other instrumentality thereof; (b) This state or any department, commission, agency, or other instrumentality thereof; (c) Any local government, as defined in this chapter, or any department, commission, agency, or other instrumentality thereof; (d) Any school board or other special district, authority, or other governmental entity. (7) "Land" means the earth, water, and air above, below, or on the surface, and includes any improvements or structures customarily regarded as land. http://www.leg. state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 Statutes & Constitution :View Statutes : Online Sunshine Page 2 of 3 (8) "Land development regulations" include local zoning, subdivision, building, and other regulations controlling the development of land. (9) "Land use" means the development that has occurred on land. (10) "Local comprehensive plan" means any or all local comprehensive plans or elements or portions thereof prepared, adopted, or amended pursuant to the Local Government Comprehensive Planning and Land Development Regulation Act, as amended. (11) "Local government" means any county or municipality and, where relevant, any joint airport zoning board. (12) "Major public facility" means any publicly owned facility of more than local significance. (13) "Parcel of land" means any quantity of land capable of being described with such definiteness that its location and boundaries may be established, which is designated by its owner or developer as land to be used or developed as a unit or which has been used or developed as a unit. (14) "Person" means an individual, corporation, governmental agency, business trust, estate, trust, partnership, association, two or more persons having a joint or common interest, or any other legal entity. (15) "Regional planning agency" means the agency designated by the state land planning agency to exercise responsibilities under this chapter in a particular region of the state. (16) "Rule" means a rule adopted under chapter 120. (17) "State land development plan" means a comprehensive statewide plan or any portion thereof setting forth state land development policies. Such plan shall not have any legal effect until enacted by general law or the Legislature confers express rutemaking authority on the state land planning agency to adopt such plan by rule for specific application. (18) "State land planning agency" means the Department of Community Affairs and may be referred to in this part as the "department." (19) "Structure" means anything constructed, installed, or portable, the use of which requires a location on a parcel of land. It includes a movable structure while it is located on land which can be used for housing, business, commercial, agricultural, or office purposes either temporarily or permanently. "Structure" also includes fences, billboards, swimming pools, poles, pipelines, transmission lines, tracks, and advertising signs. (20) 'Resource planning and management committee' or "committee" means a committee appointed pursuant to s. 380.045, History.--s. 3, ch. 72-317; s. 1, ch. 79-73; s. 1, ch. 80-313; s. 1, ch. 83-308; s. 41, ch. 85-55; s. 32, ch. http://www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 rr Statutes & Constitution :View Statutes : Online Sunshine 98-176. Copyright © 1995-2006 The Florida Legislature • Privacy Statement • Contact Us Page 3 of 3 http://www.leg.state.fl.us/statutes/index.cfm?mode=View%20Statutes&SubMenu=1 &App... 2/15/2007 M 8 1 XERK OF COURT PLANNING DEPARTMENT am # 200729MI09 V2007a?03*50Ph 100 u, MYRTLE ANENlilm 2!'° FLOOR O ©K 16,969 tom: 2488-2489 _ r nocTypecNC3 n E R C.ORMG: $1040 CLEARWATER, FL 33756 PHONE: 727»662-4587; FAX: 727-662-4865 DEPLARAT31014 OF !MY 9ff Property Owner: BOOS-D K & BELC RR., LLC Property Address. 205 N. Belehex Road, Clearwater, PL 337,65 KNOW OF ALL MEN BY TI-WSE PRI BENTS, that pursuant to the ordinances of the City of Clearwaw pertaining to tho issuance of building pomits and mguhating land devulopmant activities, the undersigned, being the fee owner (s) of the fallowing described real property (legal description) situated in the City of'Ckarwater, County of Pinellas and State of Florida, to wit: SEES ZXMBIT "A" ATT D HERETO do hereby make the following declaration ofadnditions, limitations and restrictions on said lands, hereafter to be known and referred to ,a DECLARATION OF UNITY OF TITLE, as to the Ul©wing purtinulars: 1. That the aforesaid plot or combination of sopamte lots, plots, parcels, acroago or portions thereof. Shall hemaflar be regarded as and is hereby declared to be unified under one title as nn Indivisible building On. 7. That the said property sh all henceforth be consldaratd as one plot or parcel of land, and diet no pcritiaozt tites=fshall be sold„ assigned, transferred, conveyed or devised separately except in Its entirely, as one plat or parcel of land. 3. That this Declaration of Unity of Title shall constitute a covenant to run with the land, as provided by law, and shall be btnding upon the undarsigned, and tba hobs, suco zom and assigns of the undersigned, and all parties claiming under them until such thsto ttte some may ira relcood in writitlg under the order cif the City hUmager ofthe City of Clearwater.. 't'ile underakp:d also ugme(s) thatWs Inst7rnln=tshall be ! rocorded in the public records of Pinellas County, Florida. Signed, sealed, witnessed and acknowledged this of.. 20 at Clearwater:?lrrrlda. , V -- -? B d? D??i & B aCHER, Ellie -EFTWWON , L LC COUNTY OF PINELLAS by of ?mrxw??rntena? ,? iiiWR?9iadr,if b ' k7al?li 7tt?00! (SEAL A.BOVZ)? on r -- Notary public SIBRatum Pt3 No=afNetpr Dilated NvtaryCamraisslara3?luttnli$r. ,?`ca„???rr?a¢ I Personally lmastirir y or produced ldead laada ^ .. 'T'ype oPida dnct don vraduc cd . fr , • 0 T «}, i0am LOTS 1, 2, 29 AND 30, FLOCK D FIRST ADDrIlON TO TEMPLE 'T'ERRACE, ACCORDING TO T MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 41,.PAGE 9, OF THE PUBLIC RECORDS OF PINELL;AS COUNTY, FLORIDA; TOGETHER WITH THE WEST 150 .FEET OF THE SOUTH 190 FEET OF TIM' SOUTI3WEST" 1/44 OF THE SOUTflWEST 1/4 OF SECTION 7, TOWNSHIP 29 SOUTIL RANGE 1?6 EAST, PINELL.AS COUNTY, LESS ROAD RIGHT- OF-WAY, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT TM NORTHWEST CORNER OF SAID LOT 1; T1 NCE S.8.9 '51 "E., 165.00 FEET ALONG TITE NORTH LINE OF SAID LOTS 1 AND 2, RESPECTIVELY, SAME BEING THE SOUTH RIGHT-OF-WAY LINE OF NORMAN DRIVE TO TIDE NORTHEAST CORNER OF SAID `LOT 2: ITIENCE LPAVING SAID RIGHT-OF-WAY LINE S:00001'19'W, 100.00 FEET ALONG 'T" EAST LINE OF SAND LOT 2 TO ITS SOUTHEAST CORNER; TfIEN'CE S.89°22'51 "E., 57.00 FEET ALONG ' HE NORTH LTNE OF SAID LOT 29 TO ITS NORTHEAST CORNED THENCE S."01'19"W.0 140.00 P'EES` ALONG THE EAST LINE OF SAID, LOT 29 TO ITS SOLMIEWT CORNER, THENCE N $922'51"W=, 222.00 nET ALONG THE SOI LINE OF SAID LOTS 29 AND 30 AND THE WESTERLY EXTENSION THEREOF, SA W- BEING THE NORTH RIGHT-OF- WAY LWE OF DREW STREET; TI NCE X€ 0001'19"E., 240.00 FEET ALONG TIM SOLTr RLY EXTENSION OF AND THE WEST LINE OF AFORESAID LOT 1, RESPECTIVELY, SAM 13EING THE EAST RIGHT-OF-WAY LINE OF BELCHER. ROAD TO THE. p0I` OF BEGINNING. JOHNSON,?OPE, BOKOR, RUPPEL & BURNS, LLP ATTORNEYS AND COUNSELLORS AT LAW E. D. ARMSTRONG 111 BRUCE H. BOKOR JOHN R. BONNER, SR.* GUY M. BURNS JONATHAN S. COLEMAN MICHAEL T. CRONIN ELIZABETH J. DANIELS BECKY FERRELL-ANTON COLLEEN M.FLYNN RYAN C. GRIFFIN MARION HALE SCOTT C. ILGENFRITZ FRANK R. JAKES TIMOTHY A. JOHNSON, JR.' SHARON E. KRICK ROGER A.LARSON ANGELINA E. LIM MICHAEL G. LITTLE CHIH-PIN LU• MICHAEL C. MARKHAM ZACHARY D. MESSA A. R. "CHARLIE" NEAL BRETON H. PERMESLY F. WALLACE POPE, JR. ROBERT V. POTTER, JR. JENNIFER A. REH DARRYL R. RICHARDS PETER A. RI VELLINI DENNIS G. RUPPEL• CHARLES A. SAMARKOS KIMBERLY L. SHARPE JOAN M. VECCHIOLI STEVEN H. WEINBERGER JOSEPH J. WEISSMAN STEVEN A. WILLIAMSON '•OF COUNSEL PLEASE REPLY TO CLEARWATER FILE NO. 112347 March 21, 2007 Michael Delk, AICP Planning Director City of Clearwater Post Office Box 4748 Clearwater, FL 33758-4748 Re: Development Order - Case FLD2006-10058 205 Belcher Road Dear Michael: This letter constitutes a request for the Community Development Board to reconsider at its April 17, 2007 meeting Condition of Approval #8 as listed in the January 29, 2007 Development Order. The Applicant requests that the Community Development Board remove this condition to minimize any responsibility the City may have under Fla. Stat. section 70.20(2), (6) that requires just compensation by a municipality for the compelled removal of a billboard by condition of a Development Order. The Balancing of Interests statute states: No Imunicipality may remove or cause to be removed, any IatA.4 ly erected sign without first paying just compensation for such removal as determined by agreement between the parties or through eminent domain proceedings. Fla. Stat. § 70.20(2) The requirement by a municipality that a lawfully erected sign be removed or altered as a condition precedent to the issuance or continued effectiveness of a development order constitutes a compelled removal that is prohibited without prior payment of just compensation under subsection (2). Fla. Stat. § 70.20(6). CLEARWATER OFFICE TAMPA OFFICE 911 CHESTNUT ST. 403 EAST MADISON ST. POST OFFICE BOX 1368 (ZIP 33757-1368) SUITE 400 CLEARWATER, FLORIDA 33756 POST OFFICE BOX 1100 (ZIP 33601-1100) TELEPHONE: (727) 461-1818 TAMPA, FLORIDA 33602 TELECOPIER: (727) 462-0365 TELEPHONE: (813) 225-2500 TELECOPIER: (727) 441-8617 TELECOPIER: (813) 223-7119 • 0 JOHNSON, POPE, BOKOR, RUPPEL & BURNS, LLP ATTORNEYS AND COUNSELLORS AT LAW FLD2006-10058 March 21, 2007 Page 2 The Applicant recognizes that the Development Order will remain contingent upon annexation into the City of Clearwater and is working with the billboard owner to resolve the issue prior to the annexation hearing with the City Council. Thank you for your consideration to schedule this case to be heard again before the Community Development Board on April 17, 2007 for the sole purpose of removing Condition # 8. If you have any questions, please do not hesitate to call me at 727-461- 1818. Very truly yours, Johnson, Pope, Bokor, Ruppel?8-burns, LLP E. D. Armstrong III cc: David Morse, Boos Development Group Ronald Nisk, Property Owner EDA/kec #400412 v1 - Boos Drew St. - CDB reconsideration request 0 i • b ,?r TO: FROM: COPIES: Pamela K. Akin, City Attorney LL ?a earwa er U City Attorney's Office Interoffice Correspondence Sheet Leslie K. Dougall-Sides, Assistant City Attorneye't-f Michael L. Delk, Planning Director SUBJECT: Annexation of Property Located at 2212 Drew St. Containing Billboard Structure-- ANX2006-10039 and FLD2006-10058 DATE: February 14, 2007 Case No. ANX2006-10039 is scheduled to be heard at the February 15, 2007 City Council meeting. This case involves annexation of several parcels of land addressed as 2212-2216 Drew Street and 2205 Norman Drive. Located upon the 2212 Drew Street parcel is a billboard labeled as being owned by Clear Channel. This billboard is covered by a Settlement Agreement between Pinellas County and Clear Channel Outdoor, Inc. The Settlement Agreement, Paragraph IV.A.3., provides that the billboard is in a group [listed in Exhibit "C"] which will be removed one per year with the last to be removed by December 31, 2012. In the event that the property is annexed into a municipality, Clear Channel Outdoor, Inc. may provide written notice to Pinellas County, upon which the billboard shall be considered deleted from and no longer covered under the Settlement Agreement [Paragraph IV.A.5.]. A related Case, FLD2006-10058, approved by the Community Development Board on January 16, 2007, resulted in the issuance of a Development Order on January 29, 2007. The case involved several parcels including the parcels to be annexed, and requested approval to permit an automobile service station. The Development Order includes as Conditions of Approval that: a. approval of the application is subject to the annexation of a portion of the site under Case No. ANX2006-10039; and b. the existing billboard will be removed prior to the issuance of any permits. Florida Statutes Section 70.20, subsection (2), provides that "... no municipality... may remove, or cause to be removed, any lawfully erected sign located along any ... road without first paying just compensation for such removal as determined by agreement between the parties or through eminent domain proceedings... no municipality... may cause in any way the alteration of any lawfully erected sign located along... any ... road without first paying just compensation for such alteration as determined by agreement between the parties or through eminent domain proceedings." Subsection (6) in part provides that "[t]he requirement by a municipality...that a lawfully erected sign be removed or altered as a condition precedent to the issuance or continued effectiveness of a FEB 16 2G?,!7 PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATEq rFr, it o l .` 4 development order constitutes a,compmlled removal that is prohibited without prior payment of just compensation...." Subsection'" (12) provides that "[s]ubsection (6) shall not apply when the development order perm its1construction of a replacement sign that cannot be erected without the removal of th6 lawfully, erected sign being replaced." [Emphasis added.] A threshold issue is whether the subject billboard was lawfully erected and lawfully reached its current size and configuration; a records review of whatever Pinellas County building/permitting records may exist concerning the billboard would be required to resolve this issue. If lawfully erected, the fact that the applicant/property owner agreed to the condition of sign removal, the fact that the condition of removal is not precedent to the issuance of the Development Order, as well as the fact that the City's Community Development Code would presumably allow some replacement signage if it met all current code requirements, all mitigate against the City's actions being construed as "removing", "causing removal", or "requiring removal as a condition precedent" such as to trigger the payment provisions of Section 70.20. However, a search reveals no reported case law as yet interpreting the above-quoted language of that Section. In addition, although the terms "development" and "development order" are not defined in Section 70.20, definitions of "development permit" in Section 163.3164 [Local Government Comprehensive Planning and Land Development Regulation Act] and Section 380.031(4) [Developments of Regional Impact] include building permits, and corresponding definitions of "development order" in Sections 163.3164 and 380.031(3) include orders relating to building permits. A Court might conclude that the City's condition not allowing building permits to be issued unless billboard removal occurs constitutes "requiring removal as a condition precedent to the continued effectiveness of a development order". Therefore, there is risk that implementing the Development Order as written and annexation and related Ordinances could trigger a claim under Section 70.20. To reduce the likelihood of such a claim, it is recommended that agenda item ANX2006-10039 be continued, and that releases/indemnification agreements be obtained from the property owner as well as Clear Channel. In addition, it may be advisable that FLD2006-10058 be revisited by the Community Development Board in order to amend or clarify the Conditions of Approval to address this issue. Attachments: 1. Development Order, Case FLD2006-10058 2. Portion of CDB Agenda, January 17, 2007 3. Stipulated Final Judgment Approving Settlement Agreement, with attached Settlement Agreement, Eller Media Co. v. Pinellas County, Case No. 00-3639-CI-08 4. Copy of Fla. Stat. § 70.20, 163.3164 and 380.031 • I#: 2007215335 BK: 15860 PG: 568, 06/27/2007 at 10:04 AM, RECORDING 3 PAGES $27.00 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK. CLKDM03 I AN ORDINANGt0'F: THE CITY OF CLEARWATER, FLORIDA, ANNEXING CFRTIAIN REAL PROPERTY LOCATED AT THE NORTHEAS'; C6j NER OF THE INTERSECTION OF DREW STREET AhlbY ptl-CHER ROAD AND SOUTH OF NORMAN DRIVE, M6912 POST OFFICE ADDRESS IS 2212-2216 DREW STREET, UkAb DRESSED PARCEL, AND 2205 NORMAN DRIVE, INTO,ZH,E, CORPORATE LIMITS OF THE CITY, AND REDEPINiNG THE BOUNDARY LINES OF THE CITY TO INC QIpt,6AID ADDITION; PROVIDING AN EFFECTIVE DATE. WHEREAI.11 a owner of the real property described herein and depicted on the map attached here)'a as'I-xhibit A has petitioned the City of Cleartiwater to annex the property into the City pursuant.I Section 171.044, Florida Statutes, and the City has complied with all applicable requiremep ,of ftrida law in connection with this ordinance; now, therefore, IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF !' %CLEARWATER, FLORIDA: ion 1. The following=described property is hereby annexed into the City of Clearwater anc( iel- undary lines of the City are redefined accordingly: Legal description attached hereto. (ANX2006-10039) Section The provisions of this ordinance are found and determined to be consistent with the City of Clearwater Comprehensive Plan. The City Council hereby accepts the dedication of all easements, parks, rights-of-way and other dedications to the public, which have heretofore been made by plat, deed or user within the annexed property. The City Engineer, the City Clerk and the Planning Director are directed to include and show the property described herein upon the official maps and records of the City. Section 3. This ordinance shall take effect immediately upon adoption. The City Clerk shall file certified copies of this ordinance, including the map attached hereto, with the Clerk of the Circuit Court and with the County Administrator of Pinellas County, Florida, within 7 days after adoption; and shall file a certified copy with the Florida Department of State within 30 days after adoption. PASSED ON FIRST READING PASSED ON SECOND AND FINAL READING AND ADOPTED h, Approved as to form: Leslie K. Dougall-Side; Assistant City Attorney February 15, 2007 June 20, 2007. trl.;? Fra k ibbard die .ma Ma r ?w°ri v?.w Attest: 'a E. Goudeau Ordinance No. 7784-07 0 PINELLAS COUNTY FL OFF. REC. BK 15860 PG 569 • ;t= J M/B 33/12 Lot 2, 3Q; ?i ,g--B,, lock B, Temple Terrace Pb41 Pg9 ``t , 0 PINELLAS COUNTY FL OFF. REC. BK 15860 PG 570 ' x 1 J '?(:i: ::}::i:"'Iii ? .'?7:•. '?;':it??.p?7iy:;:?ii! /.•'r•E;:' ?•'i4`.;:i 'ii)!r.:::?i:::i? itfif.; ;:15't: ?:i?l:: . ii • 1 • t } - ?1 1 „ 5+ ?yy?j + A - .• 1• ? - : 1!•. .r ,t y '. '.ya ..W :: r• .iT?. .r. r Ll Z y 5 ti :.1 :::: :: ':: ;' • :} : ? ? ?e +: ' 'i `}a •'i 'i? ? - `Vi' ' ' T' v r:. i ? Y\ : r.:: rZ r : , {: : :., i +i :q i.: 'i.: •Yr Tt. f :[ R• 26 21 v 24 22 23 a 21 20 %:v x1 1 ::4. •i? •L?• N 3 . ? ? ? . 1: 1 N I I t'' A $ DREW ST . a >a 116 1.01 Acm O 2 t ApI V 1.6f Acp J m 1\ot 171 N ;t O I,q, 7.6 Am nun 116 166 2.44 Ac p Proposed Annexation Map Owner Alice & Ronald Nisk Case: ANX2006-10039 205 N. Belcher Road Property 89 0 Site: 2212-2216 Drew & 2205 Norman Drive Size Acres . Land Use Zoning 07-29-16-90126-004-0020 07-29-16-90126-004-0300 PIN: 07-29-16-90126-004-0290 From : CG & RL (County) C-2 & R-4 (County) 07-29-16-00000-330-1200 To: CG & RL (City) C & LMDR (City) Atlas Page: 281 A ' BCA C Mf COUNTY ."..NES Ronnie E. Duncan - Chairman Robert B. Stewart - Vice Chairman Calvin D. Harris Susan Latvala John Morroni Karen Williams Seel Kenneth T. Welch UG 2 2 2007 cs } 1N'r Keith Zayac & Associates, Inc. 701 Enterprise Road --Gast, Suite 404 Safety Harbor, Fl. 34695 i Pinellas (ounty PUBLIC WORKS Utilization Permit #07-0271 U August 23, 2007 Attn. Jason Boyd, El Re: Utilization Permit for 7-11 Convenience Store @ 2212 Drew Street. (07/29/16) Dear Mr. Boyd: . We are enclosing your approved Utilization Permit covering the proposed construction described below: Construct waterline connection on Drew Street per attached plans. This letter must be attached to and made part of the approved Utilization Permit, making the following conditions binding to the Permit: 1. It is the responsibility of the engineer of record to procure all necessary permits that are required by the agencies that are affected by the proposed construction. 2. Contact Pinellas County Highway Inspector Gene Crosson prior to beginning work (Ph. #(727) 580-6516, 48 Hrs. Minimum Notice) 3. An eighteen (18) month maintenance bond may be required. The maintenance bond must be a minimum of 20% of the completion bond with the owner/developer as Principal. Before this Permit becomes effective, it will be necessary to contact the Utility Notification Center, "Call Sunshine", (1-800-432-4770) not less than 48 hours or more than five (5) days prior to construction. i Public.aA/orlfs Engineering Technician Right-of-W Utilization-Permits Regulat Services Enclo . ure cc: Highway Department 205 N BELCHER R® BCP2007-04124 NEW STRUCTURE & SITE WORK 7 ELEVEN Zoning: atlas# 281A 9X.Wh 01AA114ft- X hk PLEASE ADDRESS REPLY T0: 440 Court Street Clearwater, Florida 33756 Phone: (727) 464-3251 Website: www.pinellascounty.org RAJ s County RIGHT OF WAY eftment of Public Works UTILIZATION PERMIT ;r • PERMIT NO: Q7 (317? t I ` ;,THE COUNTY OF PINELLAS, a political subdivision of the State of Florida, hereinafter called the Permitter, hereby grants to Goos DEyEtopotwr 6aot.p u& of 265't M_40,,%; DR 44EAiZk)4r" FL 337S9 (Name) (Street Address, City, State, Zip) hereinafter called the Permittee, a Permit to construct e, operate r, maintain o-renew ? and/or remove ? IVA rQ GoNN r.=oN on attached plan along, across, beneath, or over right of way and/or property of Permitter at the following location: County Road No. -S2 g Name: C)R +t~1? sr Section 7 Township 29 South Range 6 East, situated at a I a. OaFz t sr Florida, subject to the following provisions and conditions: (Address or Street Intersection) 1. Construction, operation and maintenance of such utility shall not interfere with property and rights of prior occupant. 2. The construction, operation and maintenance of such utility shall not create obstruction or conditions which are or may become dangerous to the traveling public. 3. All work must be done in keeping with standards of the Florida Department of Transportation Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways, Roadway and Traffic Design Standards, Florida Department of Transportation Standard Specifications for Road and Bridge Construction, AASHTO and by the County Director or his agent. 4. All materials and equipment shall be subject to inspection by an Engineer of the County or his agent. 5. The Permittee shall and does hereby agree to indemnify, pay the cost of defense, and save harmless the Permitter from and against payment of all claims, suits, actions, costs, attorneys' fees, expenses, damages, judgments, or decrees by reason of any person or persons or property being damaged or injured by the permittee, his employees, agents or sub-contractors or in any way attributable to the performance, prosecution, construction, operation, or maintenance of work herein permitted by Permitter and resulting from negligent acts or omissions of said Permittee in connection with the work herein permitted. 6. The Permittee shall repair any damage or injury to the road or highway or other County property by reason of the exercise of any of the privileges granted in this Permit, and shall repair the same promptly, within seven (7) days of opening, restoring it to a condition at least equal to that which existed immediately prior to the infliction of such damage or injury. (Note: All portions of the right of way other than paved areas disturbed by the construction of this utility will be compacted, grassed and mulched or sodded as required.) 7. All overhead installations shall conform to clearance standards of the State Utilities Accommodation Guide and all underground crossing installations shall be laid at a minimum depth of 36" below pavement, or at such greater depth as Permitter may require. 8. In the event of widening, repair or reconstruction of said road, the Permittee shall move or remove said utility installation at no cost to the Permitter. 9. This permit creates a permissive use only and the placing of facilities upon County property pursuant hereto shall not operate to create or to vest any property rights in said Permitee and is granted in perpetuity subject to termination by the Permitter upon the giving of 30-days notice in writing to the Permittee. 10. The Permittee shall furnish the Permitter with a survey showing the exact locations of all facilities to be installed pursuant to this permit, said survey to be sufficiently detailed to allow location of said installation by reference thereto. The attached plan, covering details of this installation, shall be a part of this permit. Upon completion of installation, if field adjustments are made, an as-built drawing will have to be submitted. 11. Section corner monuments subject to displacement shall first be referenced and later reset by a Florida Registered Land Surveyor. 12. All activities in accordance with this permit will require conformance to the "Manual on Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations." (Chapter 316 Florida Statutes) 13. The Permittee's attention is directed to the provisions of the Trench Safety Act (Florida Statutes, Section 553.60 et. seq.) and the Occupational Safety and Health Administration Excavation Safety Standards (29 C.F.R. Section 1926.650, Subpart P) which shall apply to construction, operation, and maintenance pursuant to this permit. 14. Compaction within right of way to meet Pinellas County Minimum Standards. 15. Highway Department is to be notified a minimum of 48 hours prior to beginning work at 464-8900, otherwise the Permit will be voided. 16. If this permit is for a monitor well, copies of all testing reports are to be forwarded to the Pinellas County Highway Deptartment. 17. The Permittee shall commence construction within 60 days from the date of this permit and it shall be completed within days. Permittee or Agent: 10? Phone: r! Date: <<( ` Rev 918/99 APPLICATION SUBMITTAL INSTRUCTIONS Description and nature of the proposed installation shall be outlined in the two blank lines on application. 1. The bottom of Application Sheet 1 shall be signed by applicant or his agent. 3. On the attached plan, the following data shall be supplied: a. The plan shall show the right of way lines and the widths of right of way. The offset distance from the centerline of the proposed installation shall be shown and the scope of the proposed project, with all the distances and sizes clearly indicated. b. Typical cross section shall be furnished showing width of pavement, width of right of way on each side, offset distance from centerline to proposed installation and any pertinent data to sidewalks, curbs and gutters, etc. C. Indicate type of installation on both typical cross section and plan view. d. All pertinent drainage information and calculations or justification for size of pipe and/or grading. 4. All improvements within County maintained right of way shall conform to Florida Department of Transportation requirements and/or Pinellas County Subdivision requirements. 5. All applications for water and sewer lines must be separate applications and countersigned by the utility involved prior to submittal. 6. This form is to be made out in QUADRUPLICATE with four (4) drawings; one fully executed copy will be returned to you after approval. 7. There is a variable processing fee which must be received prior to the issuance of the permit. Please make check payable to Board of County Commissioners. 8. Due to the extensive work being done in Pinellas County right of way, please provide proof that you meet the following insurance requirements: "Comprehensive General Liability Insurance including, but not limited to, Independent Contractor, Contractual, Premises/Operations, Products/Completed Operation, Explosion, Collapse and Underground, and Personal Injury covering the liability assumed under indemnification provisions of this permit, with limits of liability for personal injury and/or bodily injury, including death, of not less than $300,000, each occurrence; and property damage of not less than $100,000, each occurrence. (Combined Single Limits of not less than $300,000, each occurrence, will be acceptable unless otherwise stated.) Coverage shall be on an "occurrence" basis, and the policy shall include Broad Form Property Damage coverage, and Fire Legal Liability of not less than $50,000 per occurrence, unless otherwise stated by exception herein." THE UTILITY NOTIFICATION CENTER CALL SUNSHINE (1-800-432-4770) MUST BE NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTION. Pinellas County Public Worts Permitting Services Section 440 Court Street, 2nd Floor Clearwater, FL 33756 (727) 464-3670 .s 4.J I ILI "OWNER(S) IS o BF-' NOTIFIED A rtANIMUM OF 111J, HRS PRIOP TO CONNECTION OP T?iEeFI FA/.;!Li 1128, UTILITY COUNTERSIGN (Name/Title) (Date) TO BE FILLED OUT BY PINELLAS COUNTY DEPARTMENT OF PUBLIC WORKS Sod required 10 Yes Open cut ? Yes PINELLAS COUNTY, FLORIDA, 17, Date: ? No SEE ATTACHED LETTER FOR ADDITIONAL CONDITIONS TO THIS UTILITY PERMIT. Jack and bore ? Yes .1t -No Directional bore ? Yes U- `- of County Commissioners • RECEIPT r RECEIPT NUMBER: P01020 Notation: 7-11 BELCHER APD #: RUP07-0271 TYPE: PROJECT NAME: 7-11 BELCHER & DREW SITE ADDRESS: 2200 DREW ST PINELLASCO PARCEL: 07/29/16/00000/330/1200 TRANSACTION DATE: 01/19/2007 TOTAL PAYMENT: TRANSACTION LIST: ROW Utilization Permit 150.00 Type Method Description Amount ---- --------------------------- ------------ Payment check 5169 150.00 TOTAL: 150.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------ -------------------- ------------ Rup's & Driveways 0201/3295000/1002000 150.00 TOTAL: 150.00 RECEIPT ISSUED BY: PFOX INITIALS: PSF ENTERED DATE: 01/19/2007 TIME: 10:58 AM PLANNING DEPARTMENT Boos-Drew & Belcher, LLC c/o Boos Development Group, Inc. 2651 McCormick Drive Clearwater, FL 33759 August 15, 2007 Re: Combined Zoning Verification for the following parcels located at the northeast corner of Drew Street and Belcher Road in Clearwater, Pinellas County, Florida: Pinellas County Parcel # 07-29-16-00000-330-1200 Pinellas County Parcel # 07-29-16-90126-004-0300 Pinellas County Parcel # 07-29-16-90126-004-0290 Pinellas County Parcel # 07-29-16-90126-004-0010 Pinellas County Parcel # 07-29-16-90126-004-0020 Ladies and Gentlemen: We are in receipt of a request from Bryan J. Stanley, Esq. to provide you with a Zoning Verification Letter relative to the above-referenced parcels. These are situated within the City of Clearwater and are the subject of Permit # BCP2007-04124, which pertains to the proposed development of these parcels as a 7-Eleven convenience store/gas station: These parcels are zoned as follows: 1. 07-29-16-00000-330-1200, 07-29-16-90126-004-0300 and 07-29-16-004-90126-0290. These three (3) parcels have a zoning designation of Commercial (C) and an underlying land use of Commercial General (CG). An Automobile Service Station use, with conditions, has been approved for such parcels (FLD2006-10058). The City of Clearwater does not regulate business hours. Therefore, 24-hour uses are permitted. The Automobile Service Station use allows a one-story convenience store, motor fuel pumps and retail sales and services; therefore, the sale of alcoholic beverages for off-premises consumption is permitted, provided that (i) the sale of alcoholic beverages is subordinate to the principal use and (ii) the display of alcoholic beverages occupies less than twenty- five (25%) percent of the floor area of the use per Section 8-102 of the City of Clearwater Community Development Code. H. 07-29-16-90126-004-0010. This parcel has a zoning designation of Office (O) and an underlying land use of Residential/Office General (R/OG). Underground storage tanks, off-street parking, a telephone pad and storm water retention facilities (to be used by a 24-hour convenience store/gas station business located on adjoining lands) are approved for this parcel, with conditions (FLD2006-10058). FRANK HIBBARD, MAYOR i ? CITY OF C LEARWATE R POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" August 15, 2007 Boos - Page 2 III. 07-29-16-90126-004-0020. This parcel has a zoning designation of Low Medium Density Residential (LMDR) and an underlying land use of Residential Urban (RU). Nonresidential off-street parking and storm water retention facilities (to be used by a 24- hour convenience store/gas station business located on adjoining lands) are approved for this parcel, with conditions (FLD2006-10058). For your reference, we have enclosed copies of the following pertinent zoning district regulations, as contained in the City of Clearwater Community Development Code: Commercial (C) Office (O) Low Medium Density Residential (LMDR) Please contact Justyna Buszewski, Planner I (727-562-4567 or at her email address justyna.buszewski@myclearwater.com) if you need further assistance. Sincerely, ",,Michael Delk, AI P Planning Director S:IPlanningDepartmentILettersIZoningLettersl205N. Belcher (C, O, LMDR) 8.15.07.doc -----Original Message----- From: Bryan Stanley [mailto:Bryan@bryanjstanley.com] Sent: Sunday, August 12, 2007 8:43 PM To: Delk, Michael Cc: acronin@boosdevelopment.com; Rob Boos Subject: Boos Development/7-Eleven @ Drew St. & Belcher Rd. - Zoning Letter Michael - We represent Boos Development Group, Inc. I am following up in regard to a conversation that you had with Andrew Cronin at Boos on Friday. Andrew had contacted you relative to 7-Eleven's requirement that Boos provide certain zoning letters for the new convenience store/ gas station planned for the northeast corner of Drew Street and Belcher Road. Before this property was annexed into the City, we arranged for the City to issue 3 zoning letters (1 for each zoning classification involved), but 7- Eleven asked for a few modifications. Among a couple other things, they have asked that the letters be re-issued since the property is now annexed. They have asked that we consolidate these 3 letters into one, and they have asked that we make it clear that each use is permitted in connection with a 24-hour convenience store/ gas station business on the property. Utilizing the zoning letters that the City previously provided, and incorporating 7-Eleven's requested changes, I have prepared a consolidated zoning letter for your consideration. That is attached in Word format. 7-Eleven has approved this form and has requested that I appeal to your office to have it issued. The purpose of my email is to request that the City issue this consolidated zoning letter. If the form is acceptable, but Boos needs to pay for 3 letters, we will bring the check over to your office right-away. If there are concerns over the form or content of the letter, I would like to discuss those with you and see what I might be able to do to resolve them. Please feel free to call or email relative to this request. Thanks for considering it and for discussing it with Andrew last week. Bryan Bryan J. Stanley, Esq. Bryan J. Stanley, P.A. 114 Turner Street Clearwater, Florida 33756 Tel. (727) 461-1702 Fax. (727) 461-1764 bryan@bryanjstanley.com FLD#6-10058: 99 300 NORTH INVESTMENTS ALVARADO, DENISE 250 N BELCHER RD STE 102 2236 NORMAN DR CLEARWATER FL 33765 - 2622 CLEARWATER FL 33765 - 2728 ANDERSON, H G ANDERSON, ALICE A PO BOX 767 ANDERSON SC 29622 - 0767 ANEMAET, WENDY K 2174 DELL AVE CLEARWATER FL 33765 - 2620 ANTHONY, WILLIAM P ANTHONY, REBECCA A 2215 GRANGER DR CLEARWATER FL 33765 - 2725 BELCHER OAKS CONDO ASSN 250 N BELCHER RD CLEARWATER FL 33765 - 2622 BRINSON, VENIE W 326 N BELCHER RD CLEARWATER FL 33765 - 2635 CHURCH OF THE GOOD SAMARITAN 2165 NE COACHMAN RD CLEARWATER FL 33765 - 2616 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 CRUZ, JORGE F 2192 DELL AVE CLEARWATER FL 33765 - 2620 DE VINE, MARIE T 2232 NORMAN DR CLEARWATER FL 33765 - 2728 ARNOLD-BROWN PROPERTIES DREW STREET STORAGE CO 2106 BISPHAM RD # B SARASOTA FL 34231 - 5518 BELCHER PROPERTY # 1 250 BELCHER RD N # 102 CLEARWATER FL 33765 - 2622 BRYAN, JOHN H BRYAN, AMY W 1454 AMBASSADOR DR CLEARWATER FL 33764 - 2522 CLARK, ROBERT G THE 300 TERRACE DR E CLEARWATER FL 33765 - 2741 COTE, PATRICIA L MANNING, SHERRIE L 2214 NORMAN DR CLEARWATER FL 33765 - 2728 DAVIS, GEORGIA E 2261 GRANGER DR CLEARWATER FL 33765 _ 2725 DECKER, BRANDY M 2240 NORMAN DR CLEARWATER FL 33765 - 2728 I t ALVAREZ, ADONIS COCHA,GIANNINA 2006 SUNSET GROVE LN CLEARWATER FL 33765 - 1213 ANGOVE, DANIEL TURNER, KELLY 2245 GRANGER DR CLEARWATER FL 33765 - 2725 BARALT, ERNEST L BARALT, MARY A 1700 ALLENS CREEK DR CLEARWATER FL 33764 - 6581 BELCHER PROPERTY #2 250 BELCHER RD # 102 CLEARWATER FL 33765 - 2622 C & L PROP GEN PTNRSHP 2340 CAMPBELL RD CLEARWATER FL 33765 - 1503 Clearwater Neighborhoods Coalition Sondra Kerr, President P.O. Box'8204 Clearwater, FL 33758 CRAWFORD, DEBORAH G 2263 NORMAN DR CLEARWATER FL 33765 - 2729 DAY, DOLORES S THE 898 FAY AVE LARGO FL 33771 - 1202 DOAN, KEVIN J GAJDIKOVA, LADA 2162 DELL AVE CLE ARWATER FL 33765 - 2620 DUNKLE, JAMES H E.D. Armstrong III Esquire FLORIDA DENTAL PROPERTIES 2260 NORMAN DR Johnson, Pope, Bokor, Ruppel & Burns, LLP 2189 CLEVELAND ST STE 252 CLEARWATER FL 33765 - 2728 P.O. Box 1368 CLEARWATER FL 33765 - 3243 Clearwater, FL 33757-1368 • i l FORSELL, RUTH L GERO, ROCCO III GIROUX, ROGER N 2211 GRANGER DR GERO, SARA E GIROUX, JONELL M CLEARWATER FL 33765 - 2725 2233 TERRACE DR N 2168 DELL AVE CLEARWATER FL 33765 - 2744 CLEARWATER FL 33765 - 2620 HARVILLE, LINDSAY S HORN, KRISTINA J HYDEN, BEVERLY A 2241 GRANGER DR 2207 TERRACE DR N 2226 GRANGER DR CLEARWATER FL 33765 - 2725 CLEARWATER FL 33765 - 2744 CLEARWATER FL 33765 - 2724 HYDEN, MELBLEE LIV TRUST JENKINS, KENNETH A JES PROPERTIES INC HYDEN, MELBLEE THE JENKINS, PATRICIA E 3281 LANDMARK DR 2236 GRANGER DR 2179 DELL AVE CLEARWATER FL 33761 - 1909 CLEARWATER FL 33765 - 2724 CLEARWATER FL 33765 - 2621 KENT, ART R LOGAR, RICHARD L LORHARMAX INC 2171 DREW ST 2251 GRANGER DR 301 N BELCHER RD CLEARWATER FL 33765 - 3260 CLEARWATER FL 33765 - 2725 CLEARWATER FL 33765 - 2605 LORRLIS LAND TRUST MARTIN, GEORGE R MAYEUX, GILBERT J PO BOX 17929 2206 GRANGER DR MAYEUX, ELIZABETH A CLEARWATER FL 33762 - 0929 CLEARWATER FL 33765 - 2724 2257 GRANGER DR CLEARWATER FL 33765 - 2725 MC ALLISTER, PAULINE V MC DONALD, RONALD G MC DONOUGH, DUANE E OUTWATER, VIRGINIA MC DONALD, ISABELLA MC DONOUGH, TORRIE 315 CASLER AVE 2180 DELL AVE 2227 GRANGER DR CLEARWATER FL 33755 - 5812 CLEARWATER FL 33765 - 2620 CLEARWATER FL 33765 - 2725 MENA, JACINTO NGUYEN, FOLEY NGOC NISK, ALICE H THE MENA, ANA T HOANG, YEN THI NISK, RONALD P THE 1761 E NORTH HILLS DR 2231 NORMAN DR 2380 CAMPBELL RD LA HABRA CA 90631 - 3242 CLEARWATER FL 33765 - 2729 CLEARWATER FL 33765 - 1503 NOALIS, ROBERT J OLD, SHERRY A OLSEN, ANDREW J 38 COUNTRY CLUB DR 2226 NORMAN DR OLSEN, ROSE J LARGO FL 33771 - 5605 CLEARWATER FL 33765 - 2728 2175 DELL AVE CLEARWATER'FL 33765 - 2621 PAPPAS, ALEDA H PETERS, ROBERT P PICK KWIK CORP PAPPAS, DANIEL J PETERS, JANIE L 1 HESS PLZ 2244 NORMAN DR 2206 NORMAN DR WOODBRIDGE NJ 07095 - 1299 CLEARWATER FL 33765 - 2728 CLEARWATER FL 33765 - 2728 PINELLAS BD OF PUB INST PITCHON, SIMON THE PLATINUM PROP MGMT GROUP LLC PO BOX 2942 PITCHON, GARMAINE THE 12945 SEMINOLE BLVD # 1-5 LARGO FL 33779 - 2942 2161 DELL AVE LARGO FL 33778 - 2313 CLEARWATER FL 33765 - 2621 • 0 PLEVA, RENEE L PYRAMID CONSULTING & INV REX, WILLARD D 2233 GRANGER DR 172 N BELCHER RD 2240 GRANGER DR CLEARWATER FL 33765 - 2725 CLEARWATER FL 33765 - 3209 CLEARWATER FL 33765 - 2724 ROCCO, PIETRO 2922 SHORE DR SAFETY HARBOR FL 34695 - 4730 RODENBERGER, TERRY W RODENBERGER, CYNTHIA 2237 GRANGER DR CLEARWATER FL 33765 - 2725 ROJAS, PEDRO P ROJAS,CLARAI 2249 NORMAN DR CLEARWATER FL 33765 - 2729 RUF, VIRGINIA A 2237 TERRACE DR N CLEARWATER FL 33765 - 2744 SEGUI, FRANK A SEGUI, MARGARITA M 2235 NORMAN DR CLEARWATER FL 33765 - 2729 SHAW, KELLY M 2699 SEDGEFIELD CT W CLEARWATER FL 33761 - 1733 STAMATIOU, CHRISTINE STAMATIOU, STEPHEN J EST 2219 NORMAN DR CLEARWATER FL 33765 - 2729 TAMBOE, JOAN F TAMBOE, ROBERT F 12532 BRONCO DR TAMPA FL 33626 - 3702 TRAN, HOA T 2257 NORMAN DR CLEARWATER FL 33765 - 2729 WILAND LTD 4714 GRAND VIEW AVE NEW PORT RICHEY FL 34652 - 1039 S M B PROPERTIES 250 N BELCHER RD STE 100 CLEARWATER FL 33765 - 2622 SERGENT, BETTY L WILLEY, PATRICIA A 6370 1ST ST N # 305B ST PETERSBURG FL 33702 - SKYCREST BAPTIST CHURCH 125 N BELCHER RD CLEARWATER FL 33765 - 3210 STAMATIOU; STPEHEN J STAMATIOU, CHRISTINE 2217 NORMAN DR CLEARWATER FL 33765 - 2729 TIPTON, VICKY S 2227 TERRACE DR N CLEARWATER FL 33765 - 2744 TRAN, HOA T 2257 NORMAN.DR CLEARWATER FL 33765 - 2729 WOOLEVER, SHAWNA R 2250 NORMAN DR CLEARWATER FL 33765 - 2728 SAWYER, ERIC L SAWYER, TAMMY T 2245 NORMAN DR CLEARWATER FL 33765 - 2729 SHANK, SCOTT A SHANK, PATRICIA A 5970 S HILLS POINT LECANTO FL 34461 - 9282 Skycrest Neighbors Joanna Siskin 121 Crest Avenue Clearwater, FL 33755 STARCK, JOHN H 2241 TERRACE DR N CLEARWATER FL 33765 - 2744 TRACY, JOHN A TRACY, MARILYN 33825 US HIGHWAY 19 N PALM HARBOR FL 34684 - 2643 WALSH, GREGORY J WALSH, BETH A 2244 GRANGER DR CLEARWATER FL 33765 - 2724 • • CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, January 16, 2007, beginning at 1:00 p.m., in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. (Cont'd from 12-19-06) New Horizons Properties, LLC and Affordable Dental, LLC (Mako Condominiums) are requesting Flexible Development approval to permit 11 attached dwellings within the Medium High Density Residential (MHDR) District / Island Estates Neighborhood Conservation Overlay District (]ENCOD) with an increase to height from 30 ft to 46.2 ft (roof deck) with an additional 10.3 ft for a mechanical equipment enclosure, a reduction to the front (south) setback from 25 ft to 15.3 ft (to building) and zero ft (to pavement), a reduction to the rear (north) setback from 15 ft to zero feet (to pavement), a reduction to the side (east) setback from 10 ft to 5 ft (to building/pavement), and a reduction to the side (west) setback from 10 ft to 5 ft (to pavement) as a Residential Infill Project under the provisions of Sec. 2404.F of the Community Development Code; and a reduction to the perimeter landscape buffer widths along the east and west sides of the property from 10 ft to 5 ft as part of a Comprehensive Landscape Plan under the provisions of Sec. 3-1202.G of the Community Development Code. (Proposed Use: Attached Dwellings [11 units]) at 240-250 Skiff Pt., Island Estates of Clearwater Unit 5-A, Lots 40 & 41. Assigned Planner: Robert G. Tefft, Planner III. FLD2006-07045 2. City of Clearwater and Florida Power are requesting to amend conditions of approval to revise the completion dates for the upgrading of existing paved and unpaved parking lots for Bright House Networks Field required under Case Numbers FLD2002-07021A and FLD2004- 07055 (approved by the Community Development Board on April 15, 2003, and October 19, 2004, respectively). (Proposed Use: Bright House Networks Field and Joe DiMaggio Complex.) at 601 Old Coachman Rd and 2450 Drew St, Sec. 07/29/16, M & Bs 41.01, 41.02 & 43.01 Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2002-07021B/FLD2004-07055A 3. Tropicana Resort Land Trust and Flamingo Bay Condo Developers LLC are requesting Flexible Development approval to permit a commercial dock in conjunction with existing hotels/motels at 300, 316 and 326 Hamden Dr. for 20 slips totaling 2,734 sq ft, under the provisions of Sec.3-601.C.3. (Proposed Use: Commercial dock) at 300, 316 & 326 Hamden Dr,.. Columbia Sub No 3 Lots 1 & IA & RIP RTS and Blk A, Lot 3 of Columbia Sub Replat, Lots 2 & 2A, 3 & 3A Lots 4 & 4A & RIP RTS. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2006-10054 4. Marv G Realty, Inc (Gionis by the Sea) is requesting a Flexible Development approval to permit a mixed use (9 attached dwellings and 4,350 sq ft of retail floor area) in the Tourist District with a reduction to the front (east along Mandalay Ave) setback from 15 ft to zero feet (to building), reductions to the front (north along Baymont St) from 15 ft to 13 ft (to building) and from 15 ft to zero ft (to trash staging area), a reduction to the side (west) setback from 10 ft to 5.5 ft (to pavement), a reduction to the side (south) setback from 10 ft to 6 ft (to sidewalk), an increase to building height from 35 ft to 80.17 ft (to midpoint of pitched roof), a reduction to required parking from 40 spaces (22 spaces for retail sales; 18 spaces for attached dwellings) to 19 spaces and a deviation to allow the building within a sight visibility triangle, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2-803.C, and to eliminate the required foundation landscaping along Mandalay Ave and Baymont St, as a Comprehensive Landscape Program, under the provisions of Sec. 3-1202.G. (Proposed Use: Mixed Use [9 attached dwellings and 4,350 sq ft of retail floor area]) at 490 Mandalay Ave, Clearwater Beach Park, Lots 57-63 & part of lot 64. Assigned Planner: Wayne M. Wells, AICP, Planner III.. FLD2006-10057 5. United Dominion Realty Trust (Bay Cove) are requesting Flexible Development approval to redevelop an existing attached dwelling complex in the Medium High Density Residential District with a reduction from 2 parking spaces to 1.92 parking spaces (an increase from the existing 1.90 parking space), a reduction to the waterfront (east) setback from 25 ft to 8 feet (to stairwell/entryway), a reduction to the waterfront (east) setback from 15 ft to 2 feet (to sidewalk), a reduction to the side (north & south) setbacks from 10 ft to 5 feet (to existing parking/drive aisles), an increase in fence height from 3 ft to 6 ft, as a Residential Infill Project, per Sec. 2- 404.F. Also included is a reduction to an existing perimeter landscape buffer along the side (north and south) setbacks from 10 ft to 5 ft as a Comprehensive Landscape Program, per Sec 3- 1202.G. (Proposed Use: Attached Dwellings) at 19135 US Highway 19 N, Sec 20/29/16, M & B 23.04. Assigned Planner: John Schodtler, Planner 11. FLD2006-09052 6. Rottlund Homes of Florida, Inc. is requesting Flexible Development application to construct a subdivision perimeter wall in the Low Density Residential (LDR) District with an increase to the maximum wall ht from 3 ft to 8 ft along the front (west) boundary and an increase to the maximum wall ht from 3 ft to 6 ft along the front (south) boundary of the subdivision, as a Residential Infill Project, pursuant to Sec. 2-103.B.. (Proposed Use: Detached Dwellings) at 2695 2nd Ave. S, Chautauqua, Sec A Unit 1, Blk 37, Lots 1-7, Lots 8-16 & Vac 80ft r/w lying E of Lots 15 & 16 & E of N '/2, Sec 32/28/16, M & Bs 31.04 & 31.05. Assigned Planner: John Schodtler, Planner II. FLD2006-10056 7. Wisne Development, LLC. (Alan L. Wisne) are requesting Flexible Development approval to permit a 999 sq-ft multi-use dock with 6 slips for the residents of Palm Bluff Preserve subdivision, located in the Low Medium Density Residential District, with an increase to the maximum dock length from 139.9 ft to 187.2 ft, under the provisions of Sec. 3-601. (Proposed Use: Multi-use dock with 6 slips for 8 detached dwellings) at 1202 Sunset Dr., Palm Bluff Preserve Tract `B' Pool & Rec Area. Assigned Planner: John Schodtler, Planner II. FLD2006- 06038 8. Alice H & Ronald P Nisk, THE are requesting Flexible Development approval (1) to permit an automobile service station in the Commercial (C) District contiguous to a parcel of land zoned residential with a reduction to the front (south) setback from 25 ft to 15-49 ft (to air/vacuum pad), reductions to the front (west) setback from 25 ft to 15 ft (to pavement), reductions to the side (north) setback from 10 ft to 6 ft (to sidewalk), and to permit off-street parking in the Office (O) District with outdoor lighting remaining on from dusk to dawn with a reduction to the front (west) setback from 25 feet to 18 feet as a Comprehensive Infill Redevelopment Program under the provisions of Sec. 2-704.C; (2) to permit nonresidential off-street parking in the Low Medium Density Residential (LMDR) District with outdoor lighting remaining on from dusk to dawn as Residential Infill Project, under the provisions of Sec. 2-204.E; (3) to permit a wall 6 ft high in the front setback in the Office (O) District as a Comprehensive Infill Redevelopment Project under the provisions of Sec. 2-1004.B.and (4) to permit a wall 6 ft high in the front setback in the Low Medium Density Residential (LMDR) District as a Residential Infill Project under the provisions of Sec. 2-204.E. (Related to ANX2006-10039). (Proposed Use: Automobile Service Station) at 205 N Belcher Rd., Temple Terrace, I" Add Blk D, Lots 1 & 2, Lot 30 & part of Lot 29 & Sec 07/29/16, M&B 33.12. Assigned Planner: A. Scott Kurleman, Planner II. FLD2006- 10058 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4-206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross-examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562-4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Cynthia E. Goudeau, MMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758-4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562-4093 WITH THEIR REQUEST. To learn more about presenting to Clearwater boards and City Council, go to http://clearwater.granicus.comNiewPublisher.php?view id=11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 01/04/07 • 7-11 DREW AND BELCHER STORMWATER NARRATIVE Existing Conditions: • The existing site includes a series of commercial buildings and associated asphalt pavement. The stormwater runoff sheet flows off the on-site impervious surfaces to the adjacent rights of way and is collected into the adjacent underground collection system. Proposed Conditions: The proposed development consists of a stand along 7-11 convenience store, covered fuel, asphalt parking and normally dry stormwater pond. The proposed stormwater system includes a normally dry treatment/attenuation pond and an Atlantis Rain Tank underground storage system. The system is designed to treat the first '/2" of runoff from the site and attenuate the post condition 25 year 1 hour storm event to the pre-condition peak discharge. The precondition impervious "C" value is shown as half of the post condition per City requirements. The treated and attenuated runoff is discharged through a modified type "E" control structure and conveyed to an existing inlet at the corner of Drew and Belcher via underground pipe. Y C° •? ` FAYAG ?. r ? . . ` 48 • •' • • Stormwater Calculations 7-11 DREW AND BELCHER EXISTING CONDITIONS: Description Area ft2 x C= pavement 21,392 0.49 10,482.1 building 6,320 0.49 3,096.8 pond 0 1.00 - open area 19,877 0.20 3,975.4 Cexist = 0.37 PROPOSED CONDITIONS: Description Area ft2 x C = pavement 28,134 0.98 27,571.3 building 3,030 0.98 2,969.4 pond 3,416 1.00 3,416.0 open area 12,909 0.20 2,581.8 CProp = 0.77 ATTENUATION VOLUME REQUIRED: Volume Required = delta C x A x I x 3600 delta C = 0.40 Area = 1.09 acres I = 4.2 in/hr 25 year 1 h our storm Volume Required = 6601.179 cubic feet WEIR CALCULATION: Q= 3WH3/2 H = 0.95 ft Q(pre)= 1.69 cfs W= 0.60 ft or 7.30 inches Sta ae-Stora ae-Perimeter Project Name: 7-11 Drew and Belcher Project Number : 528-06 Designer. kez Date: 10.26.06 Comments: POND 1 (0.5in)"(1FT/12in)"(47,588 .86 SF) = 1,9 82.87 CF (ft) (ft) (ft3) Area @ Top of Bank(TOB): 4,006.0 Elevation: 74.00 Volume: 6,723 Area @ Design High Water(DHW): 3,479.2 Elevation: 73.50 Volume: 4,851 Area @ Design Low Water(DLW): 2,478.3 Elevation: 72.55 Volume: 2,021 Area @ Bottom/Norm al Water Level(BOT/NWL): 1,372.0 Elevation: 71.50 Volume: 0 STAGE AREA VOLUME STAGE AREA VOLUME TREATMENT (ft) (ft) (ft) (ft) (ft) (ft) VOLUME: 2,021 ft3 71.50 1,372.0 0.0 72.75 2,689.0 2,538.1 71.55 1,424.7 69.9 72.80 2,741.7 2,673.9 TOTAL VOLUME 71.60 1,477.4 142.5 72.85 2,794.4 2,812.3 VOLUME: 4,851 ft3 71.65 1,530.0 217.7 72.90 2,847.0 2,953.3 71.70 1,582.7 295.5 72.95 2,899.7 3,097.0 71.75 1,635.4 375.9 73.00 2,952.4 3,243.3 71.80 1,688.1 459.0 73.05 3,005.1 3,392.2 71.85 1,740.8 544.7 73.10 3,057.8 3,543.8 71.90 1,793.4 633.1 73.15 3,110.4 3,698.0 71.95 1,846.1 724.1 73.20 3,163.1 3,854.9 72.00 1,898.8 817.7 73.25 3,215.8 4,014.3 72.05 1,951.5 914.0 73.30 3,268.5 4,176.4 72.10 2,004.2 1,012.8 73.35 3,321.2 4,341.2 72.15 2,056.8 1,114.4 73.40 3,373.8 4,508.5 72.20 2,109.5 1,218.5 73.45 3,426.5 4,678.6 72.25 2,162.2 1,325.3 73.50 3,479.2 4,851.2 72.30 2,214.9 1,434.8 73.55 3,531.9 5,026.5 72.35 2,267.6 1,546.8 73.60 3,584.6 5,204.4 72.40 2,320.2 1,661.5 73.65 3,637.2 5,384.9 72.45 2,372.9 1,778.8 73.70 3,689.9 5,568.1 72.50 2,425.6 1,898.8 73.75 3,742.6 5,753.9 72.55 2,478.3 2,021.4 73.80 3,795.3 5,942.4 72.60 2,531.0 2,146.6 73.85 3,848.0 6,133.5 72.65 2,583.6 2,274.5 73.90 3,900.6 6,327.2 72.70 2,636.3 2,405.0 73.95 3,953.3 6,523.5 74.00 4,006.0 6,722.5 t?J • 9 0 RainTank Worksheet Contact: ,Keith Zayac Company: Keith Zayac & Associates Phone: Fax: Project Name: 7-11 Drew and Belcher Location: 2212 Drew Street Step 1 Enter the required storage capacity in cubic feet. 2,001 cf Volume of Tanks Required: 2,106.32 cf Step 2 Using the buttons, select a depth from the table below. Remember that the deeper the system, the more economic it becomes. Of course you'll typically want the bottom of the system to be above the water table or hard-pan, keeping in mind you need 12" of cover above the system (24" for parking lots or roads). Depth Options and Corresponding Number of Tanks Required Tank Style Depth Number of Tanks Required O Single Tanks 1.48' 475 0 Double Tanks 2.89' 243 O Triple Tanks 4.3' 163 O Quad Tanks 5.71' 123 O Pent Tanks 7.12' 99 Step 3 Configure System Dimensions. Enter the length available on the site to install the system (in feet). The worksheet will then show you the width and length in terms of total number of tanks, the footprint of your system, and the footprint of the excavation, allowing a 2' perimeter to compact backfill. Length available: 50 Feet Number of units long: 20 Number of units wide: 24 Footprint 44.95 Feet Long 32.12 Feet Wide Tanks used in selected system: 480 Excavation Footprint: 48.95 Feet Long 36.12 Feet Wide Step 4 Check the box below if the RainTank is located below a parking lot or any area subject to traffic loads. Yes, there will be traffic loads above the RainTank. Step 5 Check the box below if you would like to include a liner in your system to allow you to harvest/recycle water in the system for use in irrigating the landscaping. ? Yes, I'd like to include a liner in the system to recycle water. Step 6 The next worksheet contains a list of all the materials you will need to build this system. Please review this form. If you like, you can fill in unit costs for all items and determine an estimate for the total system including installation. ACF Environmental 1-800-448-3636 saie?Sa?acf°nvir'orim?nfai.co,?; ?nn?n,?.acfen=?i; or?rrsertai_con; 0 0 49 - Planning Director and or City Clerk ftc City of Clearwater Fe P.O. Box 4748 /,qN Clearwater, FL 33758-4748 r ?v?aFp? ZO?l NOTICE OF OBJECTION Public Hearing Amendments # 7784-07, 7785-07, 7786-07 Scheduled for Public Hearings, on January 16, 2007, February 15th, 2007 & March 1s`, 2007 As a property owner in this area. I strongly object to these amendments. Bright automobile type service station lights on from dust to dawn will harm our residential community dramatically. Commercial growth needs to stop in our neighborhood. It is difficult enough now to exit and enter without more commercial traffic being brought into our neighborhood. I and my neighbors. Purchased our properties as residential. Not to be invaded by bright all night lighting and noise from commercial automobile type "air/vacuum pads", situated in our back and front yards. I oppose these amendments. Thanking you, in advance. Sincerely, John H. & Virginia Outwater RECEIVED JAN 12 2007 PLANNING DEPARTMENT CITY OF CLEARWATER John & Ginny Outwater 315 Casler Av. . Clearwater, FL. 33755 City of Clearwater Planning Director & City Clerk P.O. Box 4748 Clearwater, FL 33758-4748 ,.; .: Y#N?rc•;.. :ti1)?Y ?°?'+,rnm-"".. ... Vii, r- u.rq„yir .l: i 1111jtti Ilt)tiIjild 1111I1111III! If lilt lilt l If i IF till! It 6iltil i and - ~ 0~58~.. b ~8 "INVESTIGATE BEFORE YOU EXCAVATE" OR 0 ~ CALL SUNSHINE 1-800-432-4770 FL. STATUTE 553.851 (1979) REQUIRES A MIN. OF 2 GAYS ANO MAX, Of 5 DAYS NOTICE BEFORE YOU EXCAVATE. _---INDEX , i CQVER SHEET ~ 'GENERAL NOTES 2 DEMOLITION PLAN 3 NPDES NOTIFICATION (NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ATTENTION: THE EROSIONI ~L tl. SITE PLAN 4 SEDIMENTATION LOCATIONS AND DETAILS SET FORTH IN THIS SITE PLAN HAVE BEEN DEVISED BY THE PROJECT ENGINEER TO MEET THE REQUIREMENTS OF THE FEDERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PROGRAM. FAILURE TO : GRADING & UTILITYPLAN 5 MAINTAIN THESE CONTROLS OR AN ILLICIT.DISCHARGE RESULTLNG _ FROM THEIR FAILURE WILL LIKELY RESULT IN FINE CITATIONS. TRUCK TURN 6 SEC. 58-239 OF THE PINELLAS COUNTY CODE AUTHORIZES PENALTIES OF UP TO $5.,000.00 FOR:EACH OFFENSE. GENERAL DETAILS 7 .T R ~ 337 65 NOTE ~/0 1 CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST O '00 O EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, ROADWAY PLANS /OO~~oO~o PREPARATION MANUAL, AND PINELLAS COUNTY CONSTRUCTION l STANDARDS. ITY MAP VICIN _ ~ ~ - , 0/330/-12-00 LEGAL DESCRIPTION ~~~r~ . . ~ w~ ~ Ol OO_r,/0300 07/29/16/90126/004,0010 our rlweam r~rian nr~ Jrd' wr 4 ~ LOT 1,BLOCK D, FIRST ADDITION TO TEMPLE TERRACE, ACCORDING TO THE MAP OR ~ R - ' [WE R - IEYI N49Y1 6/004/®290 PLAT THEREOF AS~; RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA . .I VgLLA1 ~f- LVE ' § ' OIUI~. 1. . 07/29/16/90126`/004/0020 LOT 2, BLOCK D ~~EMPLE TERRACE, FIRST ADDITION, ACCORDING TO THE MAP OR ' l~j ~ ~ ~ PLAT THEREOF AS,RECORDED fN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS h PROJECT ~ OF PINELLAS COUI'~TY, FLORIDA ; ~ VICINITY MWNifE ry IM.11N~ 9 ~m~~ 07/29/16/90126: f,Jc~4/0030 G4RlORE pMF.9 ~ 1 ,g 10.Utt PPIMPFJ[11 LOT 2, BLOCK D, ~'EMPtE TERRACE, FIRST ADDITION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS N.T.S. OF PINELLAS- COUNTY, FLORIDA i 07/28/16./90126~004/0030.and 07/29/16/00000/330/1200 BEING THE WEST 1150 FEET OF THE SOUTH 190 FEET OF THE SOUTHWEST 1/4 OF THE ~ " SOUTHWEST 1 /4- DF THE SOUTHWEST 1 /4 OF SECTION 7, TOWNSHIP 29 SOUTH, RANGE ; ` - , 16 EAST, LESS RDAD RIGHT-OF-WAY AND .ALL OF LOT 30 AND THE WEST 14 FEET OF LOT 29, BLOCK "D" ,FIRST ADDITION TO TEMPLE TERRACE AS RECORDED IN PLAT .BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF SAID PINELLAS COUNTY, FLORIDA AND T E S I ~ C MORE PARTICULARLY DESCRIBED AS .FOLLOWS: BEGINNING AT A SET CONCRETE MONUMENT ~ IN THE .INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF DREW STREET (STATE N n SURE ~ PLANNING ROAD #590, COUNTY ROAD #61) (100 FOOT RIGHT-OF-WAY) RUNNING THENCE (1) ALONG SAID LINE OF BELCHER ROAD NORTH 00 DEGREES 01 MINUTES 19 SECOND EAST 140.00 N - _ ' . . :ARBOR, FL 34695 FEET TO A SET CONCRETE MONUMENT IN LINE OF LAND NOW OR FORMERLY OF LLOYD KING; THENCE (2) IN PART ALONG SAID LINE OF LAND OF LLOYD KING AND IN PART IN PART ALONG'L"INE OF, LAND NOW OR FORMERLY OF HARRY N. WAGNER AND IN PART LOCATION MAP „ ALONG LINE OF LAND NOW OR FORMERLY OF 0. PHILLIPS, SOUTH 89 DEGREES 22 MINUTES. 51 SECONDS EAST- 175.00 FEET TO A SET CON-CRETE MONUMENT IN LINE OF LAND NOW OR FORMERLY OF G. ROBERT WALLACE; .THENCE (3} ALONG SAID LINE OF LAND OF G. ROBERT rn Gtand Ame ~ '~U 4,_F-,- f N~ _-~s:,~h*- ~ E B 9 3 51 N L C 2 6 0 0 212 cre>~~avsae I ~l~ , - WALLACE SOUTH 00 DEGREES 01 MINUTES 19 SECONDS WEST 140.00 FEET TO A SET . , , , 'A~r ask R ImettaSt CONCRETE MONUMENT IN THE SAID LINE 0~ DREW STREET; AND THENCE (4) ALONG THE I I~~ h SAID LINE OF DREW STREET NORTH 89 DEGREES 22 MINUTES 51 SECONDS WEST 75.00 7 j' ~ 1~. FEET TO THE PLACE OF BEGINNING. I I art Dr _ --b. ~ ~ ~ I J- 5ti ~ W~. ~"~.:u., w..-~ ~~~iU~.'_ ~?a~key_Rd , _ _ ~ u, 1~ SAID PROPERTY ALSO BEING DESCRIBED AS FOLLOWS: THE WESTERLY 150.00 FEET F THE Cr--_,. = { - ran ~ ~ ~Elli~;p! ~ _ ; SOUTHERLY 190,00 FEET OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 2 r ~ Hardh~,~t- ~ ro I rman r ~ l_:3:~ I _ _~a _ ~ - - I SOUTH, RANGE 16 EAST, LESS EXISTING .RIGHT-OF-WAY FOR BELCHER ROAD AND D~E o Cr ~ ~ ~ e ( Agency App. t Permit No. Date Issued f Daie Expires I n L , de Expires STREET, AND ALL OF LOT 30 AND THE WESTERLY 14.00 FEET OF LOT 29, BLOCK - r r~ , FIRST ADDITION TO TEMPLE TER-RACE, ACCORDING TO THE MAP OR PLAT THEREOFrr~: ~ ,,P o QQ ~I . , ; , RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS~,.4~ ~ , , {f' ` ~ . FLORIDA. y ~ ~ - ~ ~ ~ ~ ~ b~ N.T.S. ~ , GPI( u 6 61v~ - , a~~,r'y.°'~ +k Drdy~ e. ~i 9 '.,rr . ? u~, ~ i- - ~~d~rn~ .rr7C1;' . F - ~Al 19 1 ~~lltdst SITE PLAN APPROVED ST. Ird Lp R k 1r_ - CASE # Ica ZOO L __11)M RECEIVED ~ I effurds fa~~lt~br$ ~n ~ CASE TYPE K ~,j Irv-, DRC DATE 12 04~ DEC 14 2006 P d CDB DATE rrll NG D~ppRTMENY s~ d m SIGNATURE CI1Y OF CLEARVIATER E 0 z DATE ! - l; CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING ~~p GENERAL CONSTRUCTION NOTES CLEARING AND SITE PREPARATION NOTES WATER SYSTEM NOTES DRAINAGE SYSTEM CONSTRUCTION NOTES 1. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARK F-12 HAVING AN ELEVATION 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION 1. A VERTICAL CLEARANCE OF 18 INCHES. SHALL BE MAINT TALL BE MAINTAINED BETWEEN SANITARY SEWERS 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC = OF 72.71 FEET, NORTH AMERICAN VERTICAL DATUM 19$8 (NAND 88). PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVI OT BE ACHIEVED BY ADJUSTING WATER MAINS DESIGN STANDARDS". TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUC JCTED OF DUCTILE IRON CLASS 54 A MINIMUM KEITH Z A .L A C (Xr 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF 0 WN SANITARY SEWER MAY BE P C NFLICT POINT. AS AN ALTERNATIVE THE 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH APPROVAL FR M THE 0 ER. ONLY GRADING BY HAND IS PERMITTED WITHIN THE CANOPY LA ED IN A SLEEVE OR EN( PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, LINE OF TREES THAT ARE TO REMAIN. REQUIRED 1O FEET ON EACH SIDE OF THE CONFLICT F E CONOLCT PO NTD IN CONCRETE FOR THE SHABL BE ANK CCORIDANCENWITH FODOT RROADWAYTAND TRAFF CSDESIGN QSTAINDARDSTUNLESSES ASS 0 C I A T E S, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER OTHERWISE NOTED ON PLANS, IN C . FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAIN HALL BE MAINTAINED BETWEEN WATER MAINS 1N ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AND SANITARY SEWER. 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES AVAILA LE T ROUGH THE 0 E B H WN R OR THE SOILS TESTING COMPANY. QUESTIONS CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNERS ENGINEER OF ANY REGARDING SITE PREPARATION RE UIREMENTS S 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 INCHE WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE ~ 2 ~ ~ 9 3 ~ 9 S 8 ~ I OF 30 INCHES AND A-.MAXIMUM- OF INCLUDED IN LENGTHS. CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. Q DE CRIBED IN THE SOILS REPORT ARE TO 42 BELOW FINISHED GRADE. BE DIRECTED TO THE .SOILS TESTING COMPANY. 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED. UTILITIES. AND. M WITH LOCAL REGULATORY STANDARDS AND 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE 701 ENTERPRISE ROAD E, STE 404 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY SPECIFICATIONS. - SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN FOR CONSTRUCTION. DISTURBED AREAS -.WILL BE SEEDED MULCHED OR PLANTED WITH TRAFFIC RATED FOR H-20 LOADINGS. SAFETY HARBQR, FL 34d 95 ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN P OV LAN SC P ~ 5. CONFLICTS )R SANITARY SEWER TO BE RESOLVED BY 5. CONTRACTOR TO .SOD THE DETENTION POND AS .INDICATED ON PLANS WITHIN ONE WEEK ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF OTHER APR ED D A E MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. BETWEEN WATER AND .STORM OR SANITARY S ARY. FOLLOWING CONSTRUCTION OF THE POND. WWW.KEITHZAYAC.COM FLORIDA INC. AT 1-800-432-4770. ADJUSTING THE WATER LINES AS NECESSARY. ' 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE 5. THE CONTRACTOR 'IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING 6. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT Th JJ-OFFS AT THE END OF WATER SERVICE 6. AlL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS. EB 9351 ~ LC 2600212 ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFE G AND DISINFECTION. THE CONTRACTOR. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF- 7. RESTRAINING JOINTS SHALL BE PROVIDED AT ALL FITTIN( 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM AT ALL FITTINGS AND HYDRANTS AS SHOWN ON THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. ~ 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR. TO SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS.. DETAILS.. ROADWAY BASE AND SURFACE CONSTRUCTION. 8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS: ~ ~ 6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING 8. MATERIALS AND CONSTRUCTION METHODS FOR WATER Dl' FOR WATER DISTRIBUTION SYSTEM SHALL BE DURING CONSTRUCTION, ALL STORM SEWER INLETS iN -THE VICINITY OF THE PROJECT 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMLLIAR WITH THE PERMLT ANO ANY EXISTING STRUCTURES. IN ACCORDANCE WITH THE. LOCAL. REGULATORY AGENCY INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SPECIFICATIONS. FOR CONSTRU.C.TION, LATEST REVISION 1 STORY AGENCY CODES, PLANS, AND. SHALL- BE, PROTECTED. BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ~ ~ :ST REVISION THEREOF AND. SUPPLEMENTAL ETC., WHICH. SHALL BE MAINTAINED. AND MODIFIED. AS REQUIRED BY CONSTRUCTION. . SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTI! CONSTRUCTION OF ALL POTABLE WATER PROGRESS. INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE 'IONS MUST BE COORDINATED THROUGH THE EXISTING STRUCTURES FROM THE SITE: LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC U 8. ALL. SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS OF PUBLIC UTILITIES. 9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS ANp STORM DRAINAGE ~ a AND/OR LATEST EDITION. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED 9. ALL UNDERGROUND PVC SHALL BE DR14 C-900 . ( ) CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND (C-900). THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD ~ FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL 9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY -FOR SPECIFICATIONS THERETO. VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES 10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER S ENGINEER SHOP DRAWINGS .AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE 10. CLASS "B" TYPE f BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN APPROVAL BEFORE EXERCISE CAUTION UTILITIES. THE CONTRACTOR/SUBCONTRACTOR SHALL DRAWINGS, DR BY THE ENGINEER. INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. WATER SYSTEM TESTING AND INSPECTION REQ WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON ;CTIONREQUIREMENT NOTES 11. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS, ~ THE .PLANS OR LOCATED BY THE UTILITY COMPANY. .ALL UTILITIES WHICH INTERFACE 11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION -THE CONTRACTOR SHALL NOTIFY 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FI AND SIDEWALKS WITHIN PUBLIC RIGHT-OF-WAY, AND .ANY OUTFACE .SYSTEM SHALL INCLUDING FITTINGS, THRUST BLOCKING, THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE HYDRANTS CONNECTIONS AND VA AND THE CONTRACTOR/SUBCONTRACTOR AND SHALL COOPERATE WITH THE ~ LVES SHALL REMAIN l -1ALL REMAIN UNCOVERED UNTIL PROPERLY BE WRAPPED WITH MIRAFI 14 ON FILTER FABRIC OR EQUAL FABRIC TO BE A MIN. ® ~ DRAWINGS, THE CONTRACTOR S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER UTILITY- COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE PRESSURE TESTED AND ACCEPTED BY THE OWNERS EP E OWNER'S ENGINEER. PRESSURE TESTS TO OF 30" IN WIDTH AND CENTERED ON PIPE. INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER BE IN ACCORDANCE WIl'H WATER DEPARTMENT SPECIFIC SENT SPECIFICATIONS. CONTRACTOR TO ~ ~ OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE , INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. NOTIFY OWNERS ENGINEER AND COUNTY INSPECTORS 4 REPLACEMENT AT THE CONTRACTOR'S EXPENSE. PERFORMING TESTS. INSPECTORS 48 HOURS IN ADVANCE OF ~ TESTING AND INSPECTION- REQUIREMENTS 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIO AND BACTERIOLOGICAL SAMPLING AND OBTAIN ~ 1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE , CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF A NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE BE SUBMITTED TO OWNER'S ENGINEER. COPIES OF ALL BACTERIOLOGICAL TESTS TO BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL 13. ALL DISTURB D AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE RESTORED TO ORIGINAL PAVING AND GRADING NOTES E CONDI110N OR BETTER. ACCEPTANCE .OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. Q ~ _ _ - - 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST CO "r~-OE AfiL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS" 14. REPAIR AND REPLACEMEN COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY. WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED ' DEWATERING SHALL BE USED AS REQUIRED. SANITARY SEWER NOTES ~ BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO W ~ ~ W SAFETY NOTES ~ ~ ~1 ~ EXTRA COMPENSATION IS TO EiE .ALLOWED. 1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAIN 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM HALL BE MAINTAINED BETWEEN WATER MAINS AND - SANITARY SEWER. 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, AL.L SAFETY ~ tJ ~ T T BE SODDE ARE TO BE SEEDED AND MULCHED THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 15. ALL DISTURBED AREAS WHICH ARE NO 0 D TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS 3. PROPOSED SPOT ELEVATIONS REPRESENT F NISHED PAVEME 2. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCA REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL ~ ~ ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN I NT OR GROUND SURFACE RM WITH LOCAL REGULATORY STANDARDS AND BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS Pt~RSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE ~ ~ OBTAINED. ANY WASHOUTS REGRADING RESEEDING AND GRASSING WORK AND OTHER GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. SPECIFICATIONS. , r , , PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF ~"I ~ ~ di EROSION WORK REQUIRED, WILL 8E PERFORMED BY THE CONTRACTOR/ SUBCONTRACTOR 4. IT MAY BE NECESSARY 1'0 FIELD. ADJUST PAVEMENT ELEVATIONS. T0. PRESERVE THE ROOT UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S 3. SANITARY SEWER MAINS AND LATERALS SHALL HAVE A M TRANSPORTATION. ~-I ALL HAVE A MINIMUM COVER OF THREE (3) FEET I ~ ~ W ENGINEER OF RECORD. ENGINEER PRIOR TO ANY ELEVATION CHANGES. AND SHALL BE INSTALLED ACCOMPANIED BY A METAL Ti BY A METAL TAPE SIMILAR TO "TERRATAPE° 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF [-i COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE OVE THE PIPE. FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY 46. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL 5. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE ~ ~ W GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC ~ U' THE ONLY SAFE .AND PROPER WAY TO LOCATE EITHER :MAINS OR SERVICE LINES IS BY AN 6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX N0. 17346, CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC-AND WORKMEN-FROM -HAZARDS WITHIN THE PROJECT LIMITS. ON- SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS SHEETS 1-7. ~ W ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 7. CONTRACTOR SHALL TRIM TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHER SANITARY SEWER TESTING A E ND INSPECTION RE NEW PAVEMENT MEETS EXISTING PAVEMENT. 'ECTION RE UIREMENT NOTES 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET w Q O ~ FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. a o ~ w 17. RECORD DRAWINGS.. THE.. CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VI 3JECT TO A VISUAL INSPECTION BY THE OWNER'S DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. Z ~ ~ INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH. CONSTRUCTION ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 8. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES U U Z ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE 4. IT SHALL BE THE SOLE -RESPONSIBILITY 'OF THE CONTRACTOR TO COMPLY AND ENFORCE o o w PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR OR SILTATION CURTAIN TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, INSPECTION. SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER.. THE FINAL RECORD.. AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED ~ x x DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RE T D T AF IC IS LA E R F FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR a a rn TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 1. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER N N } Y Y m BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE 2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER PIPING SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND OR U AND .RELATED APPURTENANCES, .BOTH ABOVE .AND .BELOW .GR. OUND. ALL .CHANGES / A THORITIES. e TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF UTILITIES & n ° APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT 9. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR Z ~ SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING IRRIGATION OR OTH R SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE ~ ~ E W W ° MATERIAL, CLASS, ETC. ACCEPTABLE METHODS. 0 ~ ~ Va ZO o . N 0 0 ~ 3. DRAWINGS SHALL CLEARLY SHOW ALL F?ELD CHANGES OF DIMENSION AND DETAIL 10. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE .ORDER. INTO EXISTING DITCHES OR 'CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE a g CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A UU a ° 4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT SETTLING POND PLAN PREPARED BY THE CON TRACTOR MUST BE SUBMITTED TO AND ~a U as N w DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO RELOCATION SHALL BE CLEARLY SHOWN. ? CONSTRUCTION. 3 5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND PREFERABLY THREE 3 PERMANENT POINTS. N ( ~ w v ~ ,o o~ Q tV Q d 3 ~a 0 O ~ ` PAVING & GRADING TESTING AND INSPECTION RE UIREMENTS Q L.L. LLI / _ 1K'iA?ii-^'~kO;.h.,~ V! ~~~nlr~rlld t m 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. a . ~f y ~ i~'4~y e Z SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION ~d ~pt ~ , 0 • ~t.. ? y~ z ~w ~ C h. ~1 ~,~,,'kk ~ W o TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER 1S TO CERTIFY TO THE ENGINEER ~ 1~x'-,`'r a OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL ~ o REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (EDDY) FOR THE IMPROVEMENTS AS .REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED. G. w 0 ~v~~~+ ~ ~ ww r 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT m' ~ F" ZU' d AND COMMENCING CONSTRUCTION. 1~y,~y5~~~ ~j.. 1y. I1111'~"J ~ y i i~ Q ,W,i t m PROJECT 528.08 0 ORGINAL DATE: 10.27.06 CHECKED BY: KEZ i n DRAWN BY: HAZ u c y SHEET NO. EZ ~ z° c ~ 3 m ~ ISSUED FOR PERMITTING ONLY 2 OF T 7 D ISSUE DATE: 10.27.06 L ~ i CIVIL ENGINEERING a LANDSCAPE ARCHITECTURE PLANNING £ ~ 3 72 4s ~ EXISTING TREE CANOPIES ~ TO REMAIN ~ TREE BARRICADE EXISTING 2" W.M. i~ 11~ i ~ 72.78 7. 7 - W W ~ a 2 7 72.54 72.34 72.25 72.11 - 71.96 WM-WM-WM-WM-WM-WM-WM-WM-WM-WM-Wp -W - -WM-WM-WM-WM-WM-WM-WM- 72.57 W 2.29 72.1 TOP = 72.94 +73.26 3 72.1 71.64 NO ACCESS 2.23 7x•78 ~Y113 72.2 71.66 - 72.25 v MB MB MB -24" R _ £ - 72 0 CP ~ " - - 11"8° 72.1 RIM -73.55 TOP - 72.87 / ~ 2' 72.2 +72.2 + IE N 5$.57 IE S - 68.82 14.. + TEE=6.21 72.3 = ' E w 68.87 ® 22 165.00 KEITH ZAYAC & IE S = 5 .65 2 _ ~ 72.1s 72.22 RIM = 72.61 IE W = 5 .99 ASSOCIATES, £ 72.se 7.7 ~ FIR 5 8' IE E = 63.26 3 ,F / INC. 7 ~ I sC3- - - -8" CLAY- - CLAY I ' 172.37 U £ O I ~ 3 I vj ~ ~ I ® I N in 7 .0 72.42 ~ (727) 793-9888 73.06 2 8 2 ~ I £ NN 73.26 73.26 73.30 a ~ -I- 7.9 72.55 72.5 701 ENTERPRISE ROAD E, STE 404 GRAPHIC SCALE SAFETY HARBOR, FL 34695 23.4' O I 7. o zo o to zo ao I £ - ~ I I 7 .8 72.73 ~ = TEMPORARY SILT ~~i R I 72.90 M 72.s1 Y (IN FEET } WWW.KEITHZAYAC.COM IE N = 69.42 EXISTIN 12 W.. 3.26 FENCE LOCATION c I 3 73.19 1 inch = 20 ft. EB 9357 ~ LC 2600272 TYP. o - ( ) I ~ o I~ ~ ~ 1 7 w O a 3 a Z d- 2. 6 _ 72.5 72.5 G ~ ~ N to SAWCUT ISTIN N ~ z. 0 7• VALLEY C B z _ o O 73.18 72 0 I 3 55 - c~ I I w ~ I I ~ I I _ I 3 _ e CONTRACTOR SHALL REMOVE AND7 LOCATE _ ~ FIRST ADDITION ~ I LEGEND ~ ~ ~ OVERHEAD WIRES AND POLES AS E ESSARY £ TO TEMPLE ~ ~nP,) 3 I TERRACE ~ I a I PB 41 PG 9 -72. 23. T I E - ' I a 72.75 „ „ I _ EXISTING TREE TO BE REMOVED ~ p 72.3 I BLOCK D I 2 6 - 2.63 I £ 6'6'7'6 I a ~ ei PAVEMENT TO BE REMOVED ~ M 3°X3° I S89°2 i2"90.0 (P 61.0° P 72.4 2 51 E 57.00 722 I SI I - - I 3 GI - 72.54 S89°22'51 "E L n s SIR i3" T r O + 175.00 (L) I ~ EXISTING SIGNS AND FIXTURES TO BE REMOVED ~ 72.5s- IE N = 68.91 0 I ~ IE S = 68.76 +72'7 I 11 73.42 c LINE OF LAND 0 LLOYD KING AND IN (PART LINE OF LAND NOW OR I (Y FORMERLY OF HAR Y N. WAGNER AND IN PART LINE OF LAND NOW OR I - - - - - DEMOLITION LIMITS ® ~ ~ RIM = 73.34 I S IE N = 59.88 FORMERLY OF 0. PH LIPS I 72.3 ~ V 72.8 -I' I £ ' IE SW = 59.92 73s1 ~ 3 I ~ SILT FENCE ~ 73.69 0 PLANTER ~ W 14' L E 4T(L) I a O I a WOOD I ~ I -}-~-~-~-H-~-~-{- TREE BARRICADE ~ _ O C ~ CO EN S 74.77 "15"19" ~ li D 3 2. 3 ~ ~ I ¦ ¦ ! PROJECT BOUNDARY ~ 74.39 - _ 15.2 75.76 75.58 (n £ WM 6P 3 F OY 7. 9 I I 5•' 4. 4 ~ 3" W a 72.66 E O A7 0 G ~ N OF O ~ 2 7 .7 I I = 6.. e I Q J I I V I ~ O £ J 5 8 ~ 00 I Q I,(J I ~ ~ cD W ~ _ Y N G' ~ m I ul 3 I o I ~ ~ ~ N N n 4 ~ 73.31 ~ I ~ 74.10 74 4 ~ 7` ~ 73.22 N r 73.66 - -7 ,3 I W W ~ c 5 1 I w s - .99 7 I .2 O 73.25 73.11 i ~ o ~ a REM VE EXIS N 7 .4 ~ I CON RETE & Y F T ~ 28 _ ~ aw ~ 73.60 ASP ALT PA ENT. 1 0 0' / - _ 6 ~ w ® I + I - I I G I 2s7 0 , R I I o i w O 73.33 ~ 7 .9 7 2 W 7 .s a ~ 7.8 4. O I I 5 6" ~ ~ ~ ~ Q I ~ o I ~ ~ I o ~ I ~ ~ ~ ~ t ~ 4 3 I Z O 7 4 7.5 7.6 p 3.04 ~ ~ ~ ~ ~ Z ~ I Q 72.92 FlLTER FABRIC N z ~ o I = 7 I A o 3 O MATERIAL SECURELY O W w ~ FASTENED To THE ATTACHtNG TWO SILT FENCES ~ ~ Q I I ~ o 73.18 w ~ I z o ~ THE WIRE MESH ~ o ~ 3 73.1 s G = 7 .6 oo' .1' I 2 8 J •5 ~ 3.27 4 73.48 73.06 APPROXIMATELY 8 gwg o ~ ~ w INCHES OF FlLTER PLACE THE END z ~ ~ I 3 7 7 .18 FABRIC MATERIAL POST OF THE ~ ~ z MUST EXTEND INTO SECOND FENCE w w .5 _ TSB I ( TBM E - L 74.50 3. TSB ~ 14 3 ' I A TRENCH AND BE INSIDE THE END ~ ~ w £ s 1s c 4.d NAIL IN LIGHT 13" ANCHORED WITH 0 0 w .POST .OF THE a a t=n = N POLE ~ I 73.2 S F M FIR 1" I BACKFl MAIERIAL FlRST FENCE 3 3 C 3"X3" 3 A 4 2 o J 7. ~ 1 5 1.71 I ~ - 7, 0 'IR w o.31' - 6 ---------------L---- WOOD OR .ROTATE BOTH N N } STEEL POST POSTS AT LEAST Y Y m 73,773.93 N89°22'51>>`~' 73.52 73.17 73.07 72.8' , 72.81 72.57 NOT ASBUILT VV 73.43 7 04 73.03 ~ 0 72.61 „ 180 DEGREES IN T 93 72.80 ~ ~ XIS NG d 73.x5 7252 E 11 8 SAN. E ~M W WM WM M 3.75 M ~ _ d 72.64 72.42 ISTING 8° SAN. RUNOFF # A CLOCKWISE f DIRECTION TO ~ m ~ WM ~ WM WM WM W~1S 72.79 jL ~ ~ 79 fi4 a G = 71.89 D- 7?17- ~ ~2.3~Wfi ~ .7~ WM - WM ~ WM CREATE A TIGHT z z ui I (,i 73.31 72so ~ GI = 72.34 -18-RCP ~ wn - ~ r\\ .FABRIC .MATER AL 0 O 1 a ~ IE S = 69. 72.15 71.82 ~ s - - - ~ 8 - - - - - - 8., DIP ~ - s - - - -EXlS11NC~8 _W.M. o - 5T1NC~8 ~1LM 10 INCHES DIRECTION OF RUNOFF WATERS 0 0 EXISTING SIDEWALK = SAWCUT XISTING - N I ~ TO REMAIN IM 72.66 E 368.3' RIM - 71.32 - VALLEY CURB IE N - 67.04 - IE E - 65.15 c ri 3 TEE=66.98 EW=65.21 (MIN) APPROXIMATE + + + DRIVE BOTH ~ ~ a POSTS ABOUT 10 ~ u 4-INCH $Y U U / / / ~ 4-INCH TRENCH INCHES INTO THE U o NOT GRAPHICALLY DREW STREET C.R. 528 CORRECT LOCATION, ~ GROUND AND w w W BURY FLAP a a p 100 R1W USE DISTANCE AT RIGNT. > > c ~ ~ _ _ rn ; - _ _ 7-295-16E 0 73.67 v 73.60 73.49 - - TEMPORARY SILT FENCE DETAIL N 3 CONC MEDIAN 73.3 73.15 7300 72.61 73.02 73.30 73 08 w NTS o ~ a 72.86 72.58 .o cv p c ~ ~ ~ 2 3 .DRIP IJNE E0R .HARDWOODS >v ~ ~ N FULL DRIP LINE FOR PINES N~/ '~I/~~ Z LL ~ - VJ ~ ~ Z U) 0 SPACING OF POSTS FlLTER FABRIC TO BE 6-10 FEET APART MATERIAL ad , ~411IIIII~f O J 6 MIN. a *~tl, ~ ~,I ~ ~rr'~ ~ . 2 V ';fD f o ~ +'r t~: ~i i~~w~~~ Zp =il ~ 11# 11k. M 11f C ~ I Hf ~ rt ~ fl 1'P ~ Ht ~ ail I~ ~ r~i : . m _ r 7 ~ ' r W W ~j ~ ~ i W W C I o ~ FI #I.1~` 1~ ~ i ~ ~ 1 iil Is ,i;, i o' y H v ~ i 1i1 11'' i11 #II 1~I I I ~ ~ N ~ r(~>~d ' w ai 1 ~ 1f1 i1i' ~NI f1? !kf i ~ II' I I I I ICI 11' ih ~ ~ ~N ~sr ~o~ 'II L #C~ 111 ' .:ii IF{ 1„ ~ ~ III ~ I m ra._ ~.z FOR ADDITIONAL STRENGTH PROJECT 528-06 o FILTER FABRIC MATERIAL CAN ORGINAL DATE: 10.27.06 2"x2" STAKES. DISTANCE BETWEEN 1 " BE ATTACHED TO A 6-INCH (MAX) RIBBON \ MESH WIRE SCREEN WHICH HAS STAKES SHALL BE NO MORE THAN 5 APART. BACKFILLED TRENCH BEEN FASTENED TO THE POSTS ~ \ \ CHECKED BY: KEZ DRAWN BY: HAZ ~ E TREE BARRICADE DETAIL SHEET NO. vz° E E rn $ N.T.S. 3 ISSUED FOR PERMITTING ONLY 3 OF l 8 c ISSUE DATE: 10.27.06 L CIVIL ENGINEERING a LANDSCAPE ARCHITECTURE PLANNING E ~ 3 NORMAN DRIVE 72.48 ~ U ~ 66' RIW EXISTING 2" W.M. ' Imo:. a W W -~M 72.78 - 72.77 72.54 72.34 72.25 - WM WM-WM WM-WM-WM-WM-WM-WM-WM-WM-WM-WM-WM-WM211 WM-WM-WM-WM- 7196 LEGEND 1123 72.57 TYP TYPICAL TOP = 72.94 72'x4 -~-73.29 a • . W 2.29 72.12 72.1 71.94 DMH C NO ACCESS 1128 °199 2.23 72.78 ~3 +72.2 71.68 H/C HANDICAP THRO T HROA p,• 5' GONGRETE PUBLIC 7 I c: Ma MB MB . ..n -24" RCP- ~ 1 15 SIDEWALK (TYP.) • : t; R RADIUS RIM = 73.55 = 72.87 / , r ~15,~ 2 • +72.z +~2.1 IE N = 5.57 I ~ + +72.2 IE E = 6 .21 72.3 n• . r.i % •f.: '~~'•'i ~~.,8.'~ ..y i• ' i°, ,ti • ',y,1.'r•' ~ 72.2• ~•+'~,1. • i R/w RIGHT-OF-WAY KEITH ZAYAC & r 1 R 1 I T P- 5 r 1e ,r ~ 12.2 • ~ : 2. •:••`7~.2'd• = 2.61 " - SIR -90.0' F 17 1 "12.35 72.36 _ (1) 4 ~ ?s 72.94+ 72.73 Q ~ 75.0' P F FIR 5/8 IE E - 63i2s6 3 to ,~•t' _ 74.0 ) L`~ HANDICAP PARKING ASSOCIATES, INC. - (t~RIGHT TU' N ON Y _ +7~3~ ~~7-2.61-- - ~ - ° c I SMH C ~ 72.37 SM ,fir N \ ~ 73,0 PROPOSED CURB a ~ 1n U . ~ ) H.C. R MP ui 72.0 / ~ ~ I PE FDOT I DE ~3 0173.03 72'98+ ~ - - - - PROPERTY LINE ~ 7 2 7 9 3 - 9 g $ 8 7242 #304 ( ) .'.,i 73.) ~ ++72.9 + '2 40 ~ I r~•.~• „r,,..~,-;; ti 701 ENTERPRISE ROAD E, STE 404 73 3 ~V.,i +73.26 ~ 3.26,+72.90 7 5 72.52 MATE EXISIIN 7~ s GRAPHIC SCALE ' • ; ~ PROPOSED CONCRETE PAVEMENT 20 a to so ao . ^yY : SAFETY HARBOR, FL 34695 CURBI & GUTTER : 3.4 - - - - O DUMPSTER PAD ~ O & ENCLOSURE PER 1135 I 43 - T , w. + ~ O CITY OF CLEARWATER DETAIL ~ 1.9s 0 Ij%~%Ji,~%%~~~%%/~~j/ STORM9r~TER:;POl~D3 ~ Ro r /i~,,~/;~1iii/ii/7iiii/ii.%ir///;, s % TOB 74:JO RIM = 72.90 - (IN FEET) INTERIOR LANDSCAPE IE N = 69.42 EXISTIN 12" W.. 2.61 ,5p / • o % _ - ~ A o o BOTTOM- 71i~0 J 1130 i `t` ~ I 1 inch = 20 ft. WWW.KEITHZAYAC.COM EB 9351 - LC 2600212 72.90 i I 1 i ~ c ! / DMH B D_ i`= /(i. ~ ~I :.r. PROPOSED ZONING I ~ ~ I VAL YEY G TTER PER 3 ~ 3 L , , ~ _ A ~"w 72.5 72.5 FDOT 1 EX 300 3 - ~ ~ _ _T'""""~'- ~ `>r.,-~„n _ PROPOSED ZONING LIMIT ~ - 4 CONCRETE 18 ITE STRI - .1a (9 ~ ~ 7z.zo ~ E - ~ ~ ~ • ~ r. ~ SIDEWALK (TYP,) 8 ITE STRI 72' wh 4 TYP . A,a ~ ;;f ~ I ~ n STRAIGHT ~ a••+"~•, ,'r ~ 6 HEIGHT PRECAST MASONRY .SITE DATA:. ~ - ~ WALL WITH DRILLED COLUMNS ~ I ~~o _ ra • CURB (TYF:) x• ,..t,;.•? e 3' CUR RANSITIO £ c ~ 4"CONC. e~ ~o~ ~ • , 4~• (NO FOOTING ON WALL SECTIONS) a P~pNE PAD ~ l,~ I' ~ ! J ;I 7BFi I DOT #30 ' 1- 1. ENGINEER/LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. ~ ~ ~ ~ ~ CONCRETE ~ ~ ~ ! - ~ ~ ~ PAVEMENT ~ 701 ENTERPRISE ROAD EAST, SUITE 404 ~ ~ .SAFETY HARBOR, FL .34695 ~ ~ ~ N Y SIGN I , , . : I , ~ ~ ( 6" THICK ~ s' 6 23.I'~ ~ 5' FOUNDATION (727) 793-9888 Bus - . ~ ~ ~nr ~ 70 + I ~ ~ - II ' ~ ' ~ - ~ NDERGRAUND' 3 ~ 2~ LANDSCAPE AREA (727) 793-9855 Fax 6" S ID WHITE r..,•_,-~=?`•. / I~~3: i ' ' . • ` TANK LOCATI0IJ THE M P ASTIC n FFICE ~ , ' ~ - LMDR j . . I I72.86'/ -72.63 LINE E FDOT !/~I ~A ~ s s",7",6" 2. SITE ADDRESS: 2212 BELCHER ROAD IN E 17346 f ~ ~ - ^ s ' ~ , ~ 31,x; I ~ o o ~ ~ 1e ~ 72.4 S89 22 51 E 57.00 I ' l ,r, _ c,. - . 40; 61.0'(P ~ . I 72.2 CLEARWATER, FL 33765 ~ ~ 75.0 '/,/i,% ~ 4 --//1-------- _ _ r _ _ _ _ _ _ _ PARCEL ID: 07/29/16/90126/004/0010 £ GI =/11 4 S! 9° 72.s 38 SIR T 3 Y ~ 22 51 ~k~ _ ~ 175.00' L ~ 13° I 07/29/16/90126/004/0020 0 •:,,1 72.7 ~'1'• e`• 'Hit:. d Mi1••L • ~ Il I , I + .,j, M1-•., .vv~}$kLT, .•r s~Y" ••N r t 73.42 N GI 'D IE S .76 1 - h s .n .,.t~•, :l`. 4 / _ 07/29/16/00000/330/1200 ~ ~ ~ ~~'~~;IM = 3.34 FOR f MARRY N. W~ E N IN PART LINE OF LA ' ~ FOR =RLY OF 0. PHILLIPS ~ ~ in ~1. N = 59.88 07/29/16/90126/004/0300 ~ ~ ~i 12 2 ; F. . SW - 59.92 ( d~ ~ 07/29/16/90126/004/0290 r~ 3 n ~ 4 . } 73.9 1 p+ ('I'1/p_ 1 ' w 73.69 0 M • ~ I t U i , f 1 i!.73: ~ I C !=h ~ I b, i r ..i ~ y , I EXISTING ZONING: "C-2" {COUNTY) / R-4 (COUNTY) / "0" (OFFICE) c~ ~ ~ +74.7 7fi, o m o j PROPOSED ZONLNG: "C" (COMMERCIAL) / (LMOR) / "0" (OFFICE) t' 7 38! j~,l ~ ( 75 6? 75.76 ~'•rK~ (n j~•' 73.83 ~,I 80.7 OVERH b NOPY $ .y.• I 1 a / ' ~ I OCEAR~~ FROM 75.31 +~4 ~ 3^ W £ 2.66 ~ ~ - +75.48 ~ 0 3 ~ I PAVEMENT TO ' I 72. + I 3. PRESENT USE RETAIL SALES t I _ ~ e". / BOTTOM-14.5` o•• } w ~ b a a C! I V k• ~ ml o o ~ I r;;~ V I E I ~ 1 STY ~7a I 4. DEVELOPED USE RETAIL SALES Q ~ a o ~ ~ I I~ +75.75 y~4 r 1D w w W , o BRICK a' ~ ~ •S S R I ~ ~ m ; .a~ U I ~ ~ < •i ~ ~ I +75.53 , ~ ~ 3 8'.1.4 ~ I I I 73.31 ~ 5. TOTAL SITE AREA 47,588.86 SF (1.09tAC) W ~ ~ ~ N ° ~ ~2ug~ ~ ~ .,~Q -1-74.44 73.22 N I ' i G_ ~~~I I 75.25 + F ~ E "F" £ ~ • + - 76.31 7B C a h ~ ~ y 73.11 I ~ ~ ~ • CUR BC UTTER 99 to I 75.20 I ICj 73.25 • Q / 75.2 ~ PER NDE 300 LL 30 - i WESTtRLY 150.00' OF THE SOUIfHERLY (~o 28 RE UIRED PROPOSED ~ U ~ 6: SETBACKS: 25' FRONT 36.60' TO PAVEMENT (NORTH) ~ i--1 w 73so 190.70' OF t/4 OF 7-29,.- 6 E ~ r ~ ~ w sc,0i - ~ I ~i I W a N 2. - R we4il. ( 18 (~..4:'~ att4.~i. s ~.~•t~:.F•.a••}'.% I 15.00' TO PAVEMENT (WEST) 73.33 r : 73.53 /1 ) AND DREW STREET (L •y`' " ' / , I ~ I / / ~ri, 2~ I ~ 158.30' TO BUILDING (WEST) ~ ~ Q', W i 74.69 ~ ~ ~ ~ ( 74.88 I I + i / O ~ / I 15.00 TO PAVEMENT (SOUTH) I x W [--a J I 68.90' TO BUILDING (SOUTH) ~ ~ / ~ ~ I ~ ~ 74.43 / / E '9 W ~ I + / i (ny / 3 V +74.74 74.59 1 ~ i / 3.04 m /i . ~ 74.65 ~ 15 ~ ~ I I + ~ z+ I 10' .SIDE 10..00' TO PAVEMENT (EAST) ~ ~ ~ ~ a 72 ~ 20'x20' SITE VISIBILITY •r is ,i;. ~ „ D M N / £ ~/;~~1?/~'~G. r ~ O TRAINGLE TYP. , o ~i/.' 2,71 uo w ( ) 14.00 TO BUILDING (EAST} ~ ~ o ~~'-~/1~~~!//s PROPOSED' o ( z k~~~~ 61;~/ Ir. °D ~ ~ ~ m ~ a 5 DE ~ OSSWALK / 6.00' TO PAVEMENT (NORTH) .r ~~~!~_l = LIGHT POLE ~ ~ ~ 73.1a _ WIT[ 4"• AFFIC PAINT a0 TYP. ~ ~ ~ r- ~ 10.00' TO BUILDING (NORTH) o lCJ a ( ) ~ o ~ , 3 73.1s ~I - ,7,r~;~~-~ o ENTRY SIGN Z~. 73.29 ~;//~/li~~~ik~_/~ ~~R1.. -F74.53 - ----•d.•------ - I Dj - ~ l , ~ ~ - i 3.27 /Ll ~ ~I~ /i~ ~ . I/~ y..~,t• + + 3.24 I a~~ ~ 7. ALLOWABLE MAX HEIGHT 25' MAX z ~ ~ 3.28 / 73.06 I ~ ~ ~ ~ ~ / / p p / p I ~ a ~ ~ 0 73.1 ~ PROPOSED BLDG. HEIGHT 20'-10" W W ~ 73.58 y: ,A SI ~ I / , M TCH EXISTING ss 9• \,~P (L) Q / TBM, EL=74.50 73.65 s 1~ N m N 74.43 +74.22 4.53 ! ~ ~ /~i 1J., CLI B & GUTTER ,F' ~ 15so / , 0 F NAIL IN LIGHT c 7 .az ~ 7 w +74.01 NORTH R W BEARI t~7 c1 ; \ .1 ~ 0 ~ 8. ALL DISTURBED GRASS WITHIN RIGHT-OF-WAY SHALL BE SODDED. a a m 3 73.2 rse ' sl .n / , NG ~I ..~1. / R, ,fin POLE I \ N8 2'21"W(L) 175.00'(L,F) W ~ : -r, set FIR 1" m 73.7 I~ ~ 73.93 74.02 ~ S 1.71' • 73.99 + FPP i/2° 73.94 61.D'(P) 73.7 ~ 13 v3 61.D'(P ! ~ ~ , ¦.I- 73.10 72.~J0 ~r86 SIR W 0.31 I 9. ALL UNUSED DRIVEWAYS MUST BE REMOVED, AND REPLACED WITH CURB • - SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS Y Y m x'.73'9-~ nn~~ QQ i gg. n.11'^I '.73.52 ' +--ri 1*'~' _ ' S 72.81 X3,77 ! I V (9 ~ ~.F : VV ; .7,3.17 ..73.09,73!03. • 72 ~ , < 72.57 :73.43 + •y- WV 2 'S ',Z2~°6P e „ NOT ASBUILT 144e S t T' 04 9 ~ 72:ab r• ~ ~2!sz EXISTING 8 SAN. ($73.91 73.65 E D W - WM ~M M 3.75 i M 73.18 0- 72 - 72.42 Kis~nNC s" sAN. 10. FLOOD ZONE: THIS PROPERTY LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE F ~ d ~ WM WM WM WM W71 - ~ 72.79 3Z~ .ZE ~ 772.38 G 71.89 - 2.L1- ~1 M 7r WM - WM ~ WM - FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER w w uj I W 73.31 , ,7 GIB 89- ~-RG wM- 1250296 AND 125139 MAP REVISED DATE SEPTEMBER 3, 2003, ~ ~ 1 3 SIG LOCATION (2) 5x8 A~/VACUUM PAD ~ GI = 72.34 72.15 A P 71.az I N _ ~ 1 H.C. R P s - - - - - - -8~~ - - - .EXISTIN~8"W.M. _ o n O EXISTING SIDEWALK IM - 7 CRETE ~iD~MALK 368. ' _ PROVIDED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. ° ° z ,~s~na~s - - - o N I ~ PER FDOT I EX TO REMAIN CON 0 PUBLIC SIDWALK MATC EXISTING j RIM 71.32 00 ~ 3 #304 ( IE N - 4 CURB & GUTTER IE E = 65.15 M IE E = 66.98 (1) R-1 STOP SIGN (BOTH SIDES) IE W = 65.21 ~ ~ n. ~ -1) 24°-STOfzBAR 11. PARKING REQUIRED: ~ ~ c~i c C 5Z$ (1) RIGHT TURNONLY SIGN 2 H.C. RAMP NOT GRAPHICALLY DREW:STREET .R. £ PER FDOT INEX CORRECT LOCATION, 3 as W W •~pQ~ R1W VALLYEY GUTTER PER #304 (TYP,) USE DISTANCE AT RIGHT. 12. SITE DATA: > > ° E 18" WHITE STRIP EXISTfNG: PROPOSED: RE UIRED: ~ ~ 3 - - _ _ _ - 7-29S-16E- - - 8" WHITE STRIP A. TOTAL SITE AREA 47,588.86 SF (1.09 AC) 47,588.86 SF (1.09 AC) 10,000 S.F. 0 73.67 v 73.60 CONC MEDIAN 73.49 73.30 B. TOTAL OPEN SPACE 19,877.12 SF• (0.45 AC} 17,799.45 SF (0.40 AC) 5,416.01 S.F. (0.05 ISR MIN.} o ~ w N 3 73.15 73.00 72.81 73.02 73.30 73,08 72.58 7286 C. BUILDING & CANOPY FOOTPRINT 6,320 SF (0.14 AC) 6,630.00 SF (0.152 AC) (0.14 FAR) ° ~ o W D. SIDEWALK/DECK/PAVED AREA: 21,391.74 SF (0.49 AC) 23,159.41 SF (0.53 AC) - 3 E. TOTAL IMPERVIOUS AREA: 27,711.74 SF (0.58 ISR, 58%) 29,789.41 SF (0.62 ISR, 62%) 1.02,904.26 SF .(.0.95 .ISR .MAX.) " Z D v c o F. PARKING- SPACES N/A 18 SPACES (3 SPACES "LMDR") {3,030 SF) (5 SPACES/1000S.F.) W > - ~ - 0 Z cn r U (3 SPACES "OFFICE") = 16 SPACES ` m (12 SPACES "C") ~,~'`"~~1~ ~ C O G. VEHICULAR AREA 21,293.21 SF - ~~.A~?`p!,•~~ ~ ~ ~ ~y~ ; : ~ Z o 2 w c P H. INTERIOR LANDSCAPE AREA 3,189.62 S.F. (15%) 2129.32 S.F. //10% ~ ~~tiT~-~~~:~ ~'s~+a. ~ W ~ l ) .Pqj "'~r,. w ~p ~ o~„~w ~m U 3 ~ ~ I t ~G.' ~ , ~ w w. C7' 1 D v ' e -o 13. A COMPREHENSIVE SIGN PACKAGE WILL BE~SUBMITTED UNDER A SEPARATE .PERMIT APPLICATION. ~ ~w .fwf wz r t4. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON SITE. F ?y U W m pp,~~~ a. ~ ~i' ~ r i ~~,~1 ~~i 14. THERE SHALL BE A MINIMUM OF 2 FT. HORIZONTAL CLEARANCE FROM THE EDGE OF ALL SIDEWALKS ~r,~~'.~,'~~.~~~ v t TO VERTICAL OBSTRUCTIONS. u 15. MECHANICAL EQUIPMENT WILL BE LOCATED ON STORE ROOF, AND COMPLETELY SCREENED FROM PROJECT: z a RIGHTS OF WAY AND ADJACENT PROPERTIES. oRCWALDATE: 10.27.06 3 D CHECKED BY. KEZ DRAWN BY: HAZ SHEET NO. $ E fii 2 rn ISSUED FOR PERMITTING ONLY 4 OF 2 G N ISSUE DATE: 10.27.06 7! ~ D I CONTROL STRUCTURE CORE DRILL AND £ STORM M.H. 4 RIM EL• = 73.50 CIVIL ENGINEERING CONNECT 18" HDPE 3 RIM EL = 72.50 WEIR EL = 72.25 LANDSCAPE ARCHITECTURE 1NV. = 69.00 1NV. EL• = 69:20 INV. EL. = 69.30 PLANNING £ ~ I MES 6 72.48 w INV• = 71.50 ~ EXISTING 2° W.M. 3 W ~ 72.78 12.77 72.54 72.34 - _ W ~M WM-WM WM-WM-WM-WM-WM-W4-WM-12.WM- 72.11 71.96 WM-WM WM-WM-WM-WM-WM-WM-WM- 1123 72,57 TOP = 72.94 72 94 -{-73.29 i W 72.29 72.12 72.1 71.94 DMH C NO ACCESS 1128 019 2.23 Sg~'• 72.78 ~g +72.2 71.68 THROAT ~ ~ HRO i•: +72.40 72 ~ ~•h MB fv1B MOB •;r,.•,; . ALL UNDERGROUND WATER -24 RCP- c ~ 1 15 ^ ' M & SEWER SERVICES TO BE , w MH A p n"e" \ PLUGGED AND ABANDONED (TYP.) RIM 73.55 - `s t. c " 72.i ilr'• - 72.87 C.p . d. 2 „ • +72.2 + IE N = 5.57 I ' , 72.2 ~ + MES 7 IE E = 6 .21 72.3 I~;~W:. ~ '87."• ~ ~s, t:.a' ~4 • i. :r~~. t+• 'S°:r. 0 72.2• ?::••'.j a. `'°~1°"S,~.e'T•f' INV• EL.= 71.30 KE-ITH ZAYAC & IE S - 5 .65 ` 12.2 4 , RIM = 72.61 IE W = 5 .99 SIR _ n'__ ASSOCLATES, ~ 72.58 72.94+ 7, 9D.D'(P,F) PfR 1/ 2,35 72.36 IE E = 6.26 3 ~t• ~ 75.0'(P,F) FIR 5/8" - lo 74.0 INLET D 5 @sMH tc ~ - - - -8" CL Y- C 72,37 sM ~ 73.0 RIM EL. = 74.00 INC. o_ INV. EL. = 71.35 U 3 a; / ~ 72.0 ~ ~ X73.01 72.es+ " MES 8 u7 ~ SCO 73.03 ~ ~ ~ 72.•~ (727) 793-9888 i • 73. ++72.9 + o + 2 40 _ INV. EL. = 71.30 GRAPHIC SCALE 70i ENTERPRISE ROAD E STE 404 £ V: • 73.26 73.26 I ' 73.30 a ti~tl,•:~ + x-72.90 II 72 5 p 2.52H ~ I 20 0 ~0 20 ao i' SAFETY HARBOR,. FL 34695 a ..R f 43 + , d O I 1135 I - ~ 71.9s 0 STORMW~A R I POND3 ~ o ( IN FEET ) RIM = 72.90 HROAT : p; _ ~ w z ~ „ 2,61 TOB - 74.b0 ~ 1 ittch = 20 ft. WWW.KEITHZAYAC.COM IE N - 69.42 EXISTIN 12 W.. £ BOTTOM= 71.0 a 1130 x 73.19 I 72.90 ' ' r. DMH B 0- :,F;:~ ? 7 .4D EB 9351 - LC 260021.2 ~ e ' ~1 7 .20 ~G, o_ 3 fj +72.86 72. 2. " £ G 3 ~ ~ b ~.F. 8 PVC ROOF DRAIN ~ ~ \ " • ' I ~F +72.9G o I 74.40 7 E ' - - k I - £ 73.18 I ~ . a ~'n' 72.20 1 `'y 72.55 z w 74.10 74.0. 74.7 74.15 ntiyWj~.L,}•.".^~", :1~ I F ~ ~ rt I~Zy~ty ••1 LEGEND ~ ' I £ = 0 'ra' jr~y~~ r,r~G,4't i e I ~ ~ .i l~ I ~ l~ I^ ~ r~ 73.47 I n ' ^ .I ~ i e £ I • M n ~1. U ss EXISTING SANITARY SEWER ~ ~ ~ ~ 3 ~ r :fi ~ I I I wM - EXISTING WATER MAIN ~ a 72. a~.~~ I n - a f •w _ '''L.. ^ I~r.~ 12.70 + I - ~ - I ' SAWCU ATCH s ~ - i , 72.7s } ~ s~i I ss EXISTING SANITARY MANHOLE ~ ~`w 83. n_ I EXISTIN VEMENT • ~ ~ ^ . ~ , I PROPOSED VALVE ~ , r s ~ ~ ~ .63 ~ Y 6.6,E 7.. 6.. I f -.I~M^'^' I ~~I o Fct~ 3°X3° I ~ ' o'o' n~- ° S89°22 51 E ' _ _ s1.o' P 72.4 57, 00 I INLET D-3 ~ - - - - - - ~ _=====1"= - - - ® - - O I n.2 ~ T ' ~ I- ^ ' - - - RIM EL• 74.0 ~ i , ~ a' 75.D' I -~-~-~-s V ~Vr PROPOSED WATER METER - GI = 72 S"9°22'51" I- 72.s ) 38 T- ~ ~ _ SIR 13• INV• EL 71 50~' . ~ , . _ + ~ I 175( (L) t,. ® PROPOSED BACKFLOW PREVENTOR 7z.59 1210 , r IE N = ~1 - I ~ Set 0 72"~ I I 72,7 1;!••. ~nr,.•. , , 11" GI D y!i°~t +v; . ~~~r'1'~°~. fio:~ 73.42 LINE F LLOYD K I PART i _ _ ~ I LINE LAND NOW 0 3 FOR f ARRY N, W I N IN PART OF LAND NOW C X5.40 4' I I - - - PROPERTY LINE ' 1 = 3.34 ~ ~ ' N = 59,88 FORN RLY OF 0. PHILLIPS 75.90 i ~ ~ ~ ~ ss PROPOSED SANITARY SEWER ~ 2 ~ ~ SW =I 59.92 ~ ~ i 4 • ~ " I 73.9 } 'I 1 ~ ~ 73.69 0 ~ `M 6.;. ( I 1°" 6.41) ' b~ - ~ I ~ Fs PROPOSED FIRE LINE & FDC ~ Q ta• I ( ~ I r 5.80 ~ I ~ w PROPOSED WATER O p L +74.77 ° m o z. 3 ' 74.5 x x x k ~ ' I 75.62 ~ I 75.76 . 76:40 (n 73.83 80.7 75.09$ ~ I 75.31 3^ ~ _ _ _ = PROPOSED STORM SEWER - - - - t 72.66-- 1~8.. I I I I W s ~ - +75.48 75.00 I 0 = I ~ ~ I ~ 72.- + I e° ~ a ° I I V li I I~ o o p g" C I J ' ~ ( ~ ,.i I c : ~ ' G= 1 STY 75.7s ~ I ~ A~ p I I ~ i + +75.75 76.3D yA ' w w W , o , ~ BRICK ~ ~ ~ I i ~ m I ~ ~ I ~ I N :Y• O •b~ -P • , d' al I - u I ~ ~ ~ ' ~ cn £ a ~ ~ ~ ~ 75.53 ~F SAN PLUG rn m 3 ~ J I 80, 4 75.30 + ~ 3 ~ ~ I 5.80 I V31- 69.65 H t` - +74.44 N I ~ ~ ;~4. A I d' ~ 75.25 + 73.22 / 6_ G' I - ~ ~ +75.36 " H ~ ~ - E ~ . 75.31 + 750 GAL. ~ 6 PLUG ~ v + 75.20 3 + n 99 I I 7 (I E ~ ~ 73.11 •r Q 5.20 U 75.20 ~ c -1 73.25 ~ ~ x ~ w WEST~RLY 150.00' OF THE SOU~HERLY ~ o 30 28 i o va ~ ' 73.aG ~ - - , ' OF SW 1 4 OF 7- ~ o 75.50 ~ 76.00 + / 29.~- 6 E ~ ~ 75.30 78.1 w 6" D.LP. F•S. I 2° I STING R/W FOR BELCHpnR o - ~ • ,rr;~ti„ C~• . I I '1 ' ,~.•t•~, A`4ta~i.• h•y,;t',LX4r":?~ ?•.~g: r D.I.P. W.$. 73,33 • ~ 73.53 AND DREW STREET (L) ~ ww ~ I ( ~ I .92 H £ + ~ y ' a `1° ~ ' 74.88 ~ I+74.69 U 75.90 I I ~ ~ ~ ~ ~ 75.0 75.40 2~1 a" Q •`w.~, I L________._J I ' ~ 0 1 METER & BACKFLOW PREVENTER I ~ - o O I I ~ ~ ~ w I +74.43 I z INSTALLED BY CITY AT APPLICANT I ;,"1'~7 ~ +74.74 74.59-{- ~ p 3.04 EXPENSE I C.O. (T I +74.65 z + 74.85 ~ Q I z~ ~ % ~ rn I Q 72.92 {1) 6° DDCV W/BYPASS METER o ~ ~ 74.85 I o TBM, EL 271 ~ 6"~ C SAN. S VICE w 3I INSTALLED BY CITY AT APPLICANT'S >i ~ ~ ' a .D~ O SS SS S s~ ss s ss^ s - ss - ss EXPENSE PER CITY INDEX 405 z CITY BM I i.00~MIN. Is J Q # 73.14 .r -I z v ~ 1 6"x2"x6" TEE & G.V. 74.00 0 ) i w ' 3 73.16 GI = 72.68 74.50 74.5 ~ 0 74.20 ~ - 1 90' ELBOW - 0 2..1 ( ) 73.2s IE N - 68.3 +74.53 . - - - - - - - •b-. - - - - - . - - 1 2" VALVE I i ova I ~ 2C.F O 3.27 :~.'.,,~IE S = 60.8 12„ I w a~U ~ \ 1551 pVG 74. .28 + 4~tTD 3 73,06 MAT H EXiST1NG - ~ -H73.as 0 0 0 0 73,1s ~ ~ z ClI B & GUTTER 73.58 ss Y; PoB (L) S' ~ ' TBM, EL=74.50 73'65 74.43 +74'22 NAIL IN LIGHT 13° I U U Z e 7 .82 TS ~ ' 1550 /I " ~1 0 0 w ' 3 73.2 Tse ~ +si'01 N RTH R/W, BEARING BAST ~ I ~ POLE 0 I ~ , N89'22'21 "W(L) 1 ~ I I a a ~ I 73.7 ' . ~A73;6 ~ 3.93 75,DD (L,F) ~"1 3X3" FIR 1° I s • 9 3.99 +74.02 FPP 1/2' i .94 73.7 • : %S 83 I 1 S 1.71' I N N m ~ 61.D(P) ,••r ~ 73.10 61.0'(P ~ wo.31' I 9 ~ 294 ~ SIR • . •..y • 'i' .73:93?,,...a.: .:a, ~ n.' .7 t~'•••. 5h E 72.81 I Y Y z377:'. ~ .9 2.`~; 5:~":.W ` 23.17•• • aa: 7, '.72. ~`~:`t~! • , i 73.43 73:03 • WV 72. °8000.0 '..12461., 72.57 1448 '3 04 ao" a " NOT ASBUILT S t r s • 72:8} 222.00 EXISTING 8 SAN. ('.73.91 7..65 ~ 12:52 ' a D ---t~w,t 72.42 WM WM WM M 3.75 WM 6V$1 WM WM - ~ .18 72.64 - (ISTING 8" SAN. ~ wM wM _ _ _ 72,7s ~ 12:27 GI 71.89 'r 7a.LL 2.38 7r _ H~ w w I c,r 73.31 72.80 GI 3 _ - 89- g--RCP •zz- wM WM WM - 1 I 3 ~ - WM ~ ~ ~ INLET D 2 = 7234 72.15 I A 71.x2 s~nNG-s"~. - - - ~ ~ o ° A RIM EL. = 74.0 CONNECT TO EXISTING s - - s= G9-~8 - - - -8" DIP - - - s - - - - .EXISTLNG_8"~1CM._ N I ~ = 0 6" SAN. STUB RIM - 72.66 SAWCUT & MATCH 368.3' R 71 2 INV. EL. 71.50. IE N = 67,04 FDC LOCA N SHALL B~ LOCATED WITHIN 40 FT FROM NEI >0 FT FROM NEAREST FHA} 0 0 ~ 3 fXIS11NG PAVEMENT I E 65.15 ri IE E = 66.98 FIRE HYDRAN {y~iS~MflL~5.21 a_ 7NCET-D- CITY DEX 40~ 2 U U ~ U ° DREW STREET C.R. 528 RIM EL. = 74.00 1 6u 8„ HICALLY INV. EL. = 71.50 ) x TAPPI ATION, N as w 100' RIW & VALVE INSTA I ~I EAT RIGHT. O T APPLICANT'S EXPENSE ~ ZURN Z 96 TRENCH DRAIN o: ~ ~ 3 - - _ _ _ 7-29S-16E AN '24" CATCH BASIN - - - ~ - - - - o ~ 73.60 - - - - - co m N s 73.67 CON(; MEDIAN 73.49 73.30 73.15 73.00 72.81 73.02 73.30 73.08 0 o w 72,86 72.58 o ~ Q r N Q rr UTILITY NOTES v 3 - >v r N 0 Z 0 1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 8. THERE SHAL ' L BE 7~ FEET IN FRONT OF AND TO THE SIDES OF THE FIRE !Y 0 Z fA ° UTILITIES -HAVE BEEN OBTAINED FROM THE CITY OF CLEARWATER UTILITY ATLAS. HYDRANT, WITH 4 FOOT CLEARANCE TO THE REAR OF THE HYDRANT ARE n~~~ ER I N = OS 0 CONTROL MEASURES NOTE. REQUIRED TO BE MAINTAINED AS PER NFPA-A: TOTE: PAVING, GRADING AND DRAINAGE NOTES: ,•v'1'~ r; . y m 2. CONTRACTOR TO COORDI ATE I S N N TALLATION OF ELECTRICAL POWER SERVICE WITH REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUI TACT THROUGHOUT ~r ~ :~F t,~'i~ s'~;S a ° LOCAL ELECTRIC COMPANY. 9. FIRE DEPARTMENT CONNECTIONS SHALL BE IDENTIFIED BY A SIGN THAT STATES, CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MALNTAIN THESE FAIN THESE Q ~ ~ "NO PARKING, FIRE DEPARTMENT CONNECTION" AND SHALL BE MAINTAINED WITH A BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLU 1. SEE GENERAL NOTES SHEET AND DEMOLITION PLAN FOR EROSION AND SILTATION ~ t.;, ~ ~~O ~ ~ ~ ZW MAY INCLUDE ~ 3. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER ~ _ CITATIONS, AS PROVIpED BY CHAPTERS 40D-4 AND 40D-40, F.A.C. CLEARANCE OF 7 1 2 FEETIN FRONT OF AND TO THE SIDES OF APPLIANCE AS F.A.C. CONTROL ALONG WITH GENERAL NOTES. ~ W ~ ~ 3 EXISTING UTILITIES. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION PER NFPC 2004 EDITION. 373.129, F.A.C• CAN' RESULT IN A PENALTY NOT TO EXCEED 10 000 SECTION << ~ Z o ~ , EED X10,000 2. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA. , ~ 3y~ M~ ;~'~"k .ia~, ;,a 4. SEE GENERAL NOTES SH ET PER OFFENSE WITH EACH DATE DURING WHICH SUCH V10LATION OCCU ° E FOR ADDITIONAL UTILITY NOTES. 10. AN AUTOMATIC CLASS I STANDPIPE SYSTEM WITH FIRE PUMP IS REQUIRED. CONSTITUTING A SEPARATE OFFENSE. _ATION OCCURS ~ ~ ~ ~ ~ ~ w ° ~~d{~ ~w ut"t- tiv „L7~ ~~'r~~0~~ 1. F. Z FIRE PUMP PROVIDING 100 PSI AT ROOF SHALL BE LOCATED ABOVE BFE. 3. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK (TBM) ''~~otae~~e~t~ ~ ~N m 5. INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS APPROXIMATE AND IS LOCATIONS. Q~ ` ` ~ W ~ a, iwi rItLU VtKWItU. rKIUK IU UUMMtNUtMtNl Ut UUN~IKUUIIUN, UUNIKAUIUK 11. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY WILL FIELD LOCATE & VERIFY EXISTING UTILITIES e.g. TYPE OF UTILITY, INVERT, IN SHALL BE INSTALLED COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS 4. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN THE CONDUIT MATERIAL ECT. AND CONTRACTOR SHALL NOTIFY ENGINEER OF ANY PER NFPA-241. A HARD ROAD SURFACE ABLE TO SUPPORT THE WEIGHT OF FIRE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL PREPARED BY THE PROJECT#: 626-06 DISCREPANCIES AND/OR CONFLICTS. APPARATUS PRIOR TO ANY BUILDING CONSTRUCTION BEING STARTED. REQUIRED ~ FLORIDA BOARD OF BUILDING CODES AND STANDARDS. ORGINALDATE: 10.27.06 STANDPIPE SYSTEMS SHALL BE IN PLACE BEFORE CONSTRUCTION CAN PROCEED CHECKED BY: KEZ i 6. UNDERGROUND WATERMAINS AND HYDRANTS SHALL BE INSTALLED, AND TO THE NEXT LEVEL. PLEASE ACKNOWLEDGE. 5. ACCORDING TO F.I.R.M COMMUNITY PANEL # 12103CO127 G THE SITE IS LOCATED DRAWN BY: HAZ COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. m- IN FLOOD ZONES °X" (ELEV xx) E SHEET NO. E 7. CONTRACTOR SHALL INSTALL FIRE SERVICE LINE FROM TAPPING SLEEVE & VALUE 6. ALL DISTURBED AREAS WITH IN R-O-W SHALL BE SODDED. 3 TO THE LOCATION OF BACKFLOW PREVENTER AND FROM DEVICE TO BLDG. e ISSUED FOR PERMITTING ONLY 5 OF 7 ~o ISSUE DATE: 10.27.06 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC & 2a GRAPHIC SCALE 4o A S S ~ C_LATE S, _ INC. (IN FEET ) 1 inch = 20 tt. {727) 793-9888 £ 701 ENTERPRISE ROAD E, STE 404 £ 3 SAFETY HARBOR, FL 34695 72.48 0_ ° G_ s W W ---AJM 72•WM - 72.77 -72.54 72.34 72.25 - 72.54 _ WWW.KEITHZAYAC.COM 72.11 71.96 -WM-WM-W -WM-WM WM-WM-WM-WM-WM-WM-WM-WM-WM-WM-WM-WM-WM-WM-WM- 72.54 72.34 72.2s 72,11 - 71.ss EB 9351 LC 2600212 WM-WM-WM-WM-WM-WM-WM-WM-WM-WM-WM-WM-WM-WM-WM- £ ~ 72.57 W 72.29 72,12 72.1 71.94 2.29 29 72.12 72.1 71.94 I +73.29 a 016 3 +72.2 71.68 1.99 2.23 72.78 ~13 +72.2 71.68 1- HROAT 72 MB MB MB lAT . +72.40 , ~1,.~ , +72.40 .24,E RCP- _ .a: • }72.40 72 ~ MB M8 MB .e •r~ ( , RIM 73 55 +~]r'~ = 72.87 / y~, * ; 5~~ 2 • . +72.2 +72.1 IE N 5$.57 I , . ~ +72.2 0 , ti~•'ir• 15" ~ \'.Z":f'j•~• 72.1 ~i ? 2 ,r. +72.2 -F p . e n ~ I +72.2 i ` J IE E - 6 .21 72.3 - ;•::i:. it. .ft~ 14" - '•~~~N+~ CN?.8~'t.• :,~°'.'~j«:f%!•4':y%•.' °b;1.'~.. ~ 72,2 ;w'. ~.1. ~ ~r. ~y'.1° ~~«:~%r; t:~' 'y°b ~~'!'~:.,tti•:'•~t':~1••~' ` /2.2 72.2• ti•~'°.~. "•~a.' "",..y!' e IE S 5 .65 _~~7 ~2.z ~ IE W = 5 .99 72.5a SIR 72.x4+ 72.73 90.0'(P,F) n ' P~ 1/ " 2.35 72.3s 90.0'(P,F) _ ~ 75.0'(P,F) FIR 5/8" 72.73 3 l o ~ +712+,Q3~ I 74.0 12.73 90.0'(P F) \ ®n i/ ° 2.35 72.3s 75.0'(P,F) FIR 5/8" 74.0 -8" CL Y- CL 72.37 SMI 73.0 I ~ ~ 73.0 ~ ° I ` ~i 72.0 o / vi 72.0 _ _ ~ i ~ ° / ~ ~ I ®73.01 I X73.01 SCO 73.03 ~ 72.88 72.42 SCO 73. ~SC0173.03 ~ 72.88+/ 72.42 •'..i 73.1 + ++72.9 + 2 40 ~ i 73.26 73.26 ~ 73.26 +-1-72.9 I + ~ -I- 40 07 7 3 ,~,':j + -}-72.90 7 72.52H - 7 .5 73.26,+72.90 _ _ _ _ - ~ 7 72.52E 7 5 + O ~ ¢1 ~ r , a!~ •4 ~ + O _ O I 4~ M I = 43 - ~ I I a O 3 I 0 STORM R POND STORI~N~AITER POFfD3 I ~ I (//j :,1. (n z.s1 TOB = 74.b0 I TOB = 74.10 o 0 o BOTTOM= 71. '0 o 0 3 ' 73.19 I = o BOTTOM= 71.0 ~ ~ y, _ a ~ ~ I ~ I I ~ 3 ~ I 3 3 \ £ ' I +72.86 72.5 72.5 0 . o~ I 7. E ' -F72.86 _ 72.5 72.5 +72.90 o I _ -1-72.90 O I 7•~ • ,n. •,n: 72.20 ~ +h,',~S I ~ n «,y,~,tw, r a A „ ~ F'S A• _ ~ A I +~t1" `7~~4 +A ~y o f 1 a~ ~ w 'qiG~ •w I . t.J y~ I ~ 73.47 ~ I ~ n \ ~~t ~ I ^ n ' I ~Y~' I P ~e~ I_ c 4.r•'' ~'i~yc'y' = I ti ~s ° I I n )t, (D I ^ 72. 23.T I 'n' _ I oA ~ ~ .I 2.70 ' , I 'n' . ~ ^1 ~ . ~ ~ r` ~ ~ 2.70 .j,: ~ I Fr-I }`1~J I-j I n ^ l l 0 72.76 .3 ;4`K L- F-•I fi.i' 7^L83. I - ~ . - I ~j"LB3. = r~' I ~A' n:-~-.... 72.63 ~ 6~6~7~8 ^A' "n 72.63 ~ r~, J nA n:~- ~ 6,~6~~r,8,~ I W I FCM 3°X3° I o 0 . ~ S89°22 51 E 57.00 I -n' o o ~a) v -•~-.f 61.0'(P) I 72.4 72.2 - - • ^ 0 0 • ~ 1 - - 61.0'(P) ~ 1~ 72.4 S89 °22 51 E 57.00 I 1 75.0' - ~ - 72.2 "1 -75.0' } ----i~---- O t-~ Z GI = 72 4 S~'9°22 51 ' L 72s ) ~ S8 SIR r 51" • L I ~ ~ _ _ + 1- 5.00' L ~ 1J" ~ ~ - r 72.59.- 1210 ' E N = 8.91 n = I ) L, I Sgt ~ Q ^ _ +72.s 1175.00'(L) ~ I ' s 8t SIR 13" ~ 1~ n II o W - I ~ ~ .•,l = I ( 72.7 ~~N. • Lit • .ra 5 ~4 st • • y 1 E S .76 + .•'G. .r},,; • .•Cv y#{' `t.,: 73.42 ~ cl D ?b: Ys•. s r : • ~.yY,. ~;11.G6~7y LIN £ I LINE OF LLOYD K I AR L E OF LAND NOW 0 _ _ " 72.7 - ~r..~ a .rt , 1° + 93, '.:?y...•+,••Y. r„ r~`$ ' .~y..•c.. ~;`~•:v;,~ i 73.42 M ~y LINE~~,.1.A1~~ OF LLOYD K~BN N PART LINE OAND ND NOW OR ~ ~ ~ 4,J~ W E~ 3 IM = 3.34 FOR I I MARRY N. W { N) I P R LINE OF LAND NOW OR a' f~ ~ ~ FOf FOR _I' I MARRY N. W ~ ~ ' ~ FORM-RLY OF 0. PHILLIPS t~ FOf ~ N 59.88 I i` ~ ~ 8 FORM-RLY OF 0. PHILLIPS ~ ~ r~ • ' 9 2 ; = SW =1 59.92 I ~ ~2 i r~ I 73.91 I ~ ' ~ L - ~ 73.69 ~ a . M ,t:, • I I `t~~; ~ Q ,s. I I II _ ry~ _ o X ^ . ~ I _ 2 0 3 : r I I I I m o o ~ 1~ O 2. 3 X x t ? i t- li r 7 c,,. w I Q 7 .38'' . I ( 75.62 175.76 (n I ~.1' +74.77 ~ - _ m O X X ~ 7 r'~• I I O ~ ~^I I 75.62 ~ 75.76 ~ ~ ~F § I (n 73.83 SG.7 75.0 $75.31~y... ' I 1 a I - I i 3• I ao.T SD.7~ I 75.0 I ti' 3.. W 3 £ 72.66 I I + W a - 75,48 4 ~ti ' I ~ I - I ( ~ 72.. + I I - - ~ I 72.- I 8 ~ 'ice` I v ~ I I o 0 0 o I l c I go8o ~@oB ~ ~ ~ w Q o~ I £ ~ S Y 75.78 I I s '•'7 I I I + +75.75 ® Q 00 U1 I 1 S +75.7+75J5 w W{y~ °0 3RI ( I W N O I I I f ® f W W ~ ~ w rn 3 ~ • 80.4' +75.53 , . I I 80.4' N N C7 t.'. ~ I I I I ~ 73.31 80.4' I I ~ -H75.53 • ~ ~ _ I I -p / 70, \ - +74.44 + I o ( 73.22 I - +74.44 N ~ ~ 13;66_ ~ r I 75.25 ( + - -H74.44 I I~ I 73.31 73.22 a a N I 75.25 + I I + 75.31 75 C I I x .99 ~ I I - 73.25 73.11 +75.31 5 I w 73.11 5 I 73.25 28 Y Y Q I_ 5.20 3O I w WESTtRLY 150.00' OF THE SOUIfHERLY I' - 5 28 150.00' OF THE S( 1• 75.zo 30 3.00' OF THE SOUI~HERLY ~ b `R" 73.eo • 190.0' OF SW 1/4 OF 7-295- 6 E i° r ~ ~ ~ F SW 1/4 OF 7-2'. + I ~ I ~W 1/4 OF 7-29SI- 6 E ~ ~ ~ ~ ~ I 2f • , LESS _XISTING R/W FOR BELCH R ~ o tea- , •~~;¦•'>N'~ya~ „ .,•~•~S;r~w. t. NG R/W FOR BELC ~ ~ I~ .'S' • t N:f4. t,+jyt• •y. :sr+t'~i,N ~ .a..y,: R/W FOR BELCHE~Rd o ~8~0-8 . c.~•~-~ ~"Y• `il`~. t,',~t •'"'Y. n•'~W4°r~ vii.'` ° ri,' N fA c 73.33 . 73.53 AND DREW STREET (L) ° I. I )DREW STREET ,A I I I ~ o • 2.92 )REW STREET (L)I I ~ ° ' ' zs2 ~ o• W W a I +74.88 +74.9 ` O I I 2~1 a" I +74.88 I -1'74.69 ~ ~ ~ r-. 0 I a 'k•'• I I L----------~ i ~ 2~1I I Qe, U U 0 0 Z ~ ~ _ , W +74.43 N a ( 74.74 74.59 I ( +74.43 rn + + \ -1-74.43 \ `w J I IL LL. ~ ~-74.74 74.59-I- I } 00 ^ I +74.5 z li 3.04 I ri o 00 Q 72.2 ~ I _ ~ ' I + -1-74.65 z ~ 3.04 F= 1- a ~ I rn ~ 72.2 ~ U U ~ o = o ~ I 3 v 3 o TBM, EL- 2.71 r Q w I ~ I 1 I ~ I ° z CITY BM I I ° ~ o ~ I° v o a s o 73.18 z o ~ ~ - I y- z ° ~ ~ ww 3 73.1s , GI = 72.68 I-- 2`..1 - 73.29 IE N = 68.38 +74.53 - O I - J ° 2`.1f I ~ ~ -1-74.53 I _ i - 1 I rt 327 IE S = 60.84 (L O O O O 73.28 73.18 -1'73.24 3 73.06 ~ ~ 'o I £ 1551 $ +73.24 3 ~ 73.06 I 3 • -X73.88 ~ ~ ~ ~ ..18 I 73.58 S6 v^ SI I N 9 Poe (L) TBM, EL=74.50 73.65 +74.22 4.53 I I TBM, EL=74.50 • ° w t$ 1550 74.43 I U1 ~ NAIL N LIGHT 13" £ 7.82 ~ Sa. ~ N ~ 550 4.43 -1-74.22 4.53 ~ `r I' ~ NAIL IN LIGHT 13° ° ~ Q 1 NORTH R/W, BEARING BASI N N ~ POLE O c ~ 'o a 73.2 TSB ' 73.5 +74.01 NORTH R/W, BEARING BASI ~ ~ POLE I 4.01 ~ v sl N89'22'21 "W(L) 1 r ~I N8'. N89'22'21"W(L) I 'x` 175.00'(L,F) ::h~ FIR 1" ~ 73.7 173.65 73.93 75.00 (L,F) ~ti, ~ 1 FIR 1" I t3 ~ + 3.99-{-74.02 FPP 1/2" 73.94 61.0' 73.7 ",1773.831 S 1,71' } £ (P) ~ 73.1 6 .0 2.90 'IR w o.31' ~_~~~3. 9 -1-74.02 FPP /2" 73.94 61.0~(P) 73.7 3.83 ~ ~ 73.10 61.0~(P S 1.71' N Z ° 9 _ . ' L 8°c° .73'93' '73.52 '•a ;..73:17•: • 7b.07: a.. ~ bb 72.81 ? ~ v `'nI 2so 31R w o.31' ~ v. ' '79.52 ~ 6 LL W > ~ ~ ~ 0 Z c 23,77 f~8.9'2~. 51 W „73.43 . 73.03 72.Q .~~tr! V < ..Z2?61 72.57. ~.9'2~, ~:1 :VM ASBDLT 1448 S t° T' " '3,04 9 • :72.$6 :+..r.:"~• ~ 2 0 e 7,3'1:7. 72.81 2 ~ `nI a ' 73 07,73:03 • T VV ' ' 7.43 ~3. 4' g ~ 72.8~~ h• ~ V~ Q ~ 72. ° no o, ~2p61',. a.. 72.57 72:52. a.' L 73.65 I `72'5'1 0 i.65 T d$73.91 ` t H D --+Nt w - wM wM M 3.75 73 tL - 72.42 u WM ~'hl WM WM WM ~ WM W71'1 B W - 72.79 3~ J~,,7 GI = 71.89 ~ WM WM WM 73 72 72.42 1 WM WM WM W7118~. WM ~ 0_ ~ 72.79 3L 2 GI 71.89 ~ ~ . a .Z2.7 2.LL _ , a~2.38 7~ ~ wM - WM r ? . ~ ~ 73.31 ~ 2.38 ~ 7~ 22'~ wM - wn - wM - `o £ ~ 72.60 ~ cl e a9- 8-RCP - GI = 72.34 „ D 7 : 5 I A 71.62 72.80 GI 8 89- FRCP ~ F GI = 72.34 72.1s i n 71.x2 y~~rrtrrrerr o A s -DES-6~8------8 I - s s -tE S- 6~8 - - - - - 8•• DIP _ s _ r:;1~ 1 ~ ~.~1 i ~ Q ' ~ I ~ RIM = 72.66 368.3' \ RIM = 71.32 _ ~ IE N = 67.04 IE E = 65.15 RIM = 72.66 I 368,3' ~ RIM = 71.32 ~ ~''"~,~•,;',•~JF+ wuwi IE N = 67.04 IE E = 65.15 ~'.~'~~1 ~ ip 3 IEE=66.98 IEW=65.21 IE E = 66.98 IE W = 65.21 • 1, Iu NOT GRAPHICALLY -a ~ ° DREW T GRAPHICALLY STREET C.R. 528 O 3 DREW S , ~ : ~ ~Kt``~i TREET (C.R. 528) ~ . h, ~s, ' ~ z CORRECT LOCATION, ~4-* 100'R1W USE RIGHT. v 1 - - - L 100' RIVII USE DISTANCE AT RIGHT. o. Q ~ 4°~ m1~ V m 3 (,~~g ,e~ ` u~ / 7-7QC-~ri~ I ~ Inc ~c~ ~ C3 ff rd.~l ;~~'i i~z ~ 73.60 E 73.67 CONC MEDIAN 73,49 73.3 73.15 7281 CONC MEDIAN el yyyyyte CONC MEDIAN 73.49 73.30 73.15 7261 PROJECTM 52e6 a 73.00 .,y 73.02 73.30 73.08 73.00 73.30 73.08' 1 74,86 72.58 ORGINALDATE: 10.27.06 - 3 72.86 72.58 D Do O~ CHECKED BY: KEZ I ;o n DRAWN BY: HAZ n -o m c -a S E SHEET NO. Z is TURN TEMPLATE FOR TRUCK Z~ TURN TEMPLATE FOR PASSENGER CAR ISSUED FOR PERMITTING ONLY 6 OF 7 9P ~o ISSUE DATE: 10.27.06 1 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING i'-o,. HANDICAPPED SIGNS 2~ ~ 1~\~ ' ~-SEE INDIX Na 119 STANDARD PRE-PAINTED ~ DISABLED PARKING SIGN WHITE BORDER m ON t/8" THICK SHEET 6 6 ' ALUMINUM CONC. wALK RAMP ooxtt RAMP DOWN CONC. wAUc & SYMBOL BLUE BACKGROUND SEE INDEX N0. 709 SEE INDEX N0. 109 I~ rn 31~~ A, 9~a~ -KEITH ZAYAC & PARKING BY 31 ASSOCIATES, BLACK BORDER DISABLED INC. 12 & LErrERS PERMIT WHITE BACKGROUND ONLY ti~`~ ".MADE TRAFFlC BLUE STRIPE (TYPICAL) BLACK BORDER TRAFFlC WHRE (727) 793-9888 TTERS X255 FINE ~ & ~ F.S. 318.14 + ~ 701 ENTERPRISE ROAD E, STE 494: WHITE BACKGROUND b 8' N9OE TRAFFlC WHITE I 6' STROKE STRIPE (TYPICAL) Z v ~ ~ 1 ° (TYPICAL) ALL LETTERS ~ I NBTE~ Concrete to be 3,000 psi, with fiber mesh relnforcing. SAFETY HARBOR, FL 34695 t" SERIES "C" _ to 2-1/2' roln ~ ~ 2' roln 6p. 2" HOT DIPPED GALVANIZED WWW.KEITHZAYAC.COM f STANDARD WEIGHT STEEL PIPE 5'-0" N Eta 9351 - LC 2600212 ' i N N A~ d •I I ~ " , ~ ~ ~ A ~ ~ ~ + 7 r { 7 v w 2" (IYPICAI) N ~ N I ~ I- b~;l h Gt -I ~ I 8':X2`-6" CONCRETE MASS. - 5'-0' t • ~ ~ ~ e 'e FINISH TOP OF MASS LEVEL 29'-0" ~ ~ ~ ~ I I~ _ WITH A SLIGHT RAISED WASH . •I E . N APPROXIMATELY 1/2° ABOVE #3 Bar ~ e - , I le , - LEVEL OF TURF/SOD. N CAPPED STALL DETAIL HA DI 7-3/4' --I #3 Bar 7-1/2' Typlcal Typlcal a• I t n• a •t--I a .r TYPE A TYPE C ~ a • NOTE: • .,a All pavement markings to be thermoplastic. ~ a CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLOR 'ARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA g" PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRAT ENGINEERING ENGINEERING KS ADMINISTRATION PUBLIC WORKS ADMINISTRATION GINEERING 9~h ~ ar ENGINEERING 7/ ~ ~ ~ 5/ 9 REpiAWN BY CHEa® er TYPICAL HANDICAPPED Nam er TYPICAL DOUBLE ~ 12/99 uPdatad Flee H.a M,p, SIGN DETAIL tt9 M•a• HANDICAPPED STALL CAL DOUBLE 5/99 aim er WHEEL STOPS moot No. W~ N0. 1 4/9/02 Rex Notes RG SAPPED STALL 2 ~ 2 ~y neh ~ ~ 9~c~n er REINFBRCED CONCRETE ttnF i ~ ED SIGN DETAIL ~ .DATE P11d1 ~~DY H A N D I C A P P DE9ffff0 9Y APP, REY. DAZE DESd9PTKri APP. M,G 1 OF 1 M.G. 4' Drop at "Alt Drives 4 Drop at All Drives TYPIEAE EIRE HYDRANT SETTING ~"R 5 1 = • 6' 2' N Wearin 1-1/2"R Wearing Surface ~ g -Wearing n,ts, ~ 3 R Surface A `ye ~ r Surface o, ~ red o ~ ts•.:d. , ~ ~ .-0' z A-Q Construction Joint q o~ ~ r, J ~ ~ ~ SECTION Permitted T ~ ey ::;4~• •:p'~ NORMAL TYPE I CURB o~ ~ ~''~''::D~::P:3/4'R ~ ~ SECTION -SEE INDEX 101 d ~ ~ a , 'a:; Base 13 " 0 ~ N ~ • • ie Back of Curb ~ Bas / / Max, 15' -Min, 4' or •A. .24p 18' Mln, Edge of Pavement Q ~ ~ . . Corlpact.ed . . . . . . . i;ed 24' Max, Q' ~ ' Subg'rad'e A 8 C \ ; •Subgradtz / d'e ~ Distance Varies Valve Box U~ ~ 6 7 \ . . ~ ~ ~ W ~ i / Limits of conctilete swale ' ~r o ~ ua it \ N~TEI When used on hl h -side of roadwa s the Limits of PaY 4 nt Y r, 9 Y the _ U ~ W cross, slo a of the utter shall rlatch the P 9 2'_g" cross slope of the adjacent paverlent and tch the ~ ~ ~ ~ Q ant and I ~ W x STRAIGHT CURB Less PLAN N the thickness of the lip shall be 6 , un ,unless ~ ~ ~ ~ ~ ~ ~ ~ • 1'-4" ~ other'~iise shown on plans, n W ~o ~ ~ ~ ~ W • • ~ • TYPE I CURB nJ ~ Mech. Joint Valve . 3~ ' GNLY APPRGVED ~ W Back of Curb N~TESI Kennedy Guardian No, K-81A ~ ~ ~ SECTION B-B x ~ 5 6 Continuous ~ Construction Syrlrletrical 1, There shall be a 1/2' seal joint ~l ,Joint i Muller Centurlan No, A-4P3 W ~ N `D About Drivewa C between U.S. Pipe Metropolitan o L(J ~ ~ back of curb and driveway. vay. ~ a ~ U SECTION C-C 2. Concrete in curbs shall be 3000 psi, be 3000 psi, NGTES~ ~ ~ ~Restralning Joint (TypJ Z ° ~ a Face of N Wearing w t ~ ih 1, Steamer Connection to Face Street, ~ ~ z NOTE: Curb Surface er es re n FLOE CITY- OF CLEARWATER, FLORIDA fillf'IClSf9~CLEARWATER, KS ADTMIN'ISTRATION 2, All. Ffre,Hydrants to have .5 ,1/4' .Valve .Seat,...... _ PU UCFWORKS ADMINISTRATION a a w PUBLIC WORKS ADMINISTRATION -PUBLIC WORKS ADMINISTRAT Subject to City Engineers approval. ENGINEERING / I N A T DRIVES R ENGINEERING IGINEERING 3, Fire Hydrants Shall be Placed at Street Corn rs ENGINEERING a a n 3 TRANSIT ~ EqtA„Nar To be used only in .unique situations. sY CONCRETE SWALE ~ A 2 Novo o~~ Or In the R,O,W, Adjacent to Side Lot Lines R B V D r TYPICAL HYDRANT 01%15/92 2/9l CURB eROSS Na Whenever Possible, cNECN~o ar SETTING 9, Na CRECKED BY DETAIL glDpl Na t +/e/az Rav. Nota~ R.a CHECKm 9r TYPICAL CURB CRf]SS TYPE I CURB toe SECTIONS :CTIDNS iui G,C,H, CRBSS-SECTION °~02 N N REV. DATE DESCRIPTION APP. DE9ONtL 1 OF 1 REY. DATE DESCPoPIKIN APP. C,M,H, M.G.B. ~ nF a 4, See Sheet 3 f or Typlcal Connections & Fitting •REV. 9n~ o~anoN 9E F~ aY - z of a Y Y m 6" U.D. 3'-4" E 12" 24" 4'-4" N z z N r _ ~ ~ 9 5/8' ~ ~ ~ 0 0 Z I ~ I I ~ ~ N - " " Outfall Pipe II I ~ Cleanout Plug o o a 2 t/4 2-1/4 15" Minimum m N ~ ~ Aluminum Skimmer ~ ®rD U U ~ m ~ v7 { ~ ww U iu 3'_0° ~ U N a. o: W ° 14'-8" , Weir ~ a `o Tle beam with o o I rn m ~ > > ww 1-#5 rebar I a R N o • continuous in ~ m N a m 10 5/8' ~ ~ $ m Concrete Pad 4' m 12' swin ate Thick x 1'-6' Sq. 9 7/8' ~ clearance Ptin. t 9 ~ - ( YP - a~ 0 6' dla. Steel g" 8" N bollards Concrete Pad TYPE E conc. Filled Ctyp)~, ~ " TYPE E 6' .or 8'- 1/8 Bend--- ° r N Q _ ~ 1-#5 at 4` Under Skimmer ~ Straight Bars 2 x 3/ 10 8 ~ I , it Bars 2" x 3/16" ~ ~ o 6 drop center Reticuline Bars 1-1 /4' ins Bars 1-1 /4" x 3/16" M ~ N ~ d us o a Pln Design High PLAN VIEW Bands 1-1/2" x 1/4" o " ~ rn ~ m (tYP~) Water Levei 5-3/4" Approx. Weight 215 Lb 1-1/2" x 1/4" Plug M Weight 215 Lbs. (See Note) ~ W ~ (A - 0 Z fn 48 12 Gr _ _ ade ._4„ ~ Eye Bolts Per o Max clearance Ptin. " 5-3/4" 14 To of Bank FOOT .Index 201 8' ~ ~ ~ o r 00 p 3-0 U " Grate Elev = 73.50 r i swin ate " 6 1 pTES 99 8 " ~N o (t 3000 ps.l. concrete slab ~ Steel 2 Sewer Main t i'+<< Z,' . 4 yp a g 1. Fasten sklrorler with 4 si _ 2 Min. B'x 16' concrete with. fiber mesh. reinforcing o ~ Grate steel bolts w/ lead anch Ironer with 4 stainless 1~I,4~°' s w/ lead anchors ,~w'N footing - rlonollthic,~rtin 6 rt ~ " thickness, b x6 / 10x10 2 Cl. 2. Seal all edges of sklPtroer Iges of sklroroer at k ~ sz o' w/ 2- #5 rebar (typJ W W F Weir Elev = 72.25 contact points with strl, Dints with structure with ~ d f caulking or npproved e ual C L E A N D U T P E U G DETAIL r,~ ~ d D waterproof caulking or c ~ 0 P A o e Aluminum: Skimmer Elev.= 72.00 ° L N -rt drop pin CLEANDUT DETAIL ~ ~ T 5 o e (t ) ELEVATION Pnnd .Bottom Elev.= 71.50 a ~ h l yp , `m ~I T N t lss v N.T.S. p g ~P~ °`'~`i~ A_ v~, 4~~ ; NOTES Cleanout lu to be ~ n..u.u e~-. U.S. Foundry 7621 \ ~LL-..~.''~m or equal, 6" `vuiiuu riNa 6 U.D. 15" Minimum INV.- 69.30 #4 Bars ~r+ " CITY OF CLEARWATER, FL01 m CITY OF CLEARWATER, FLORIDA Conc. Pad ® 12" Ctrs. -w PUBLIC WORKS ADMINISTRATION 4 Min. Install 6" (Min.) PUBLIC WORKS ADMINISTRA .EARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA PROJECT* 528.060' RKS ADMINISTRATION 3 ENGINEERING ENGINEERING 4GINEERING ENGINEERING DEPARTMENT ORGINALDATE: 10.27.06 G D" M BY D Gravel Bedding REDRAWN BY STORM SEWER 2 8/18/04 Rea Notes B.VD. EA. 6% Novo FORM SEWER DAIE An BY STANDARD 11%07/95 CHECKED BY: KEZ 6/00 7 CHECKM ALL CLEAN OUT VOU NM ALL CONTROL 4a, W.J.S. (Sanitary) 304 DRAWN BY: HAZ cHEONED BY DUMPSTER ENCLOSURE MDOC Na CROSS-SECTION atEq~p BY OUTFALL CONTROL 1 4/9/02 Rea Notes R.O. Dtt. 701 1Q /09/2001 Added .stet A.C M.D.Q. i SINGLE STRUCTURE STRUCTURE 1 1 ~sca~tt~+ APR "P'T~ IM BY 1 aF 1 REV. DAZE MMPnON APP. 1~~ BY - 1 CF 3 FD O T TYPE E INLET Modified REV. DA1E DESW110N APP. Dmc BY ra C. W/ UNDER DRAIN UNDER DRAIN SHEET NO. $ E I 5i Z E ISSUED FOR PERMITTING ONLY 7 OF 7 ~ c ISSUE DATE: 10.27.06 io 3 i F'L~NT M1~T~fi~ I ~L L ! ST SYMBOL QUANTITY BO Y 80TANIGAL NAME COMMON NAME 5PEGIFIGATIONS I ~ I 25 25 SR Q SYAGRI SYAGRUS ROMANZOFFIANA QUEEN PALM 5 ~ 10' AND 4 ~ 15' GT HEIGHTS I I V V 30 WODYETIA BIFURGATA FOXTAIL PALM 10' CLEAR TRUNK HEIGHT I 15 60 I~ ~ WoDYE' I 55 15 TA GG I I HQ I GG PA b / av I3 auERCU~ I 30 \ QUERGUS VIRGINIANA L1VE OAK Ib' HT X q' BPD, 4" GAL., RP6 A5 20 5 NOTE: ROW P)=RMIT WILL BE I RI 5 RI A5 REQUIRED TO PLANT IN THE COUNTY LT 13 LA6ERST LA6ER5TiZ08ytIA TU5KE6EE RED GRAPIE MYRTLE STANDARD 10' HT X 3' BPD, 2" GAL., 30 GAL ~ I ° ROW. PERMIT 15 TO E3E OBTAINED ae + + TAXODI TAXODIUM DISTGHUM BALD GYPRE55 14' HT X 5' SPU, 4" GAL., RPG I ° + PRICN2 TO GDB. 21 ' + oo° 0 0 o~ 0 'o 0 0 ~o o ° I o o 0 0 0 o 0 0 I o P NUS E ` p °::'::i°.i::ciirir:::•: ~ •i::i;ir•;.;,iii:.r sicic:•i:c:: ii:~ i:5?ri:iE 10 PE 0 18 I 0 ° ( + ° ~ ° o "•~:°ie:°:fic:ici::::•ii:•iiii•:as::::::::::':::ii:e:iii:•:~:i:~ PILAUS ELLIOTTII 5LA5H P1NE 12' HT X 5' SPD, 25" GAL., RPG { o C+ 0 0° ° PA o°oo ° oa°°o 0 0 0 .a°°oo °ooa JS 4 .l1NIPER JUNIPERUS SILIGIGOLA RED CEDAR 12' HT X 5' SPD, 2S" GAL., RPG oo°°o ~~°o°° ~ ° ° I ° ° o o ° o IV 13 ILEX VC ILEX VOMITORIA "PENDULA" WEEPING YAUPON q' HT X 5' SPD, 2S" GAL., RPG + ° ° o° i. + o ° °o ° ° °o + WM O VIBURNI!'~ VIBIIFZPNIM OBOVATUM 'WITFILAGHOOGI~' WITHLAGHOOGHEE VIBURI'r'UM 5' HT X 4' BPD, 30 GALLON o°oooooc I l;l;:• o . r.... •r• - .a, 't v.::'. •r ` ~ . STRELITZIA REGINAE G~AN6E BIRD OF PARADI5E 24" HT X 30" 5PD,10 GALLON r , HmRAr 5 HQ I I HYDRANGEA QUERGIFOLIA OAKLEAF HYDRANGEA 30" HT X 24" SPD, 7 GALLON ~ 21 } :.r"' . I ' • TD _ VO M VIE3URNl, .fr • ~1 I VIBURNUM ODORATISSMUM ShdEET VIBURNUM 24" HT X 24" SPD, 3 GALLON ¦ I MINE JA5 JM JASMINE MULTIFLORUM DOWNY JASMINE 18" HT X 18" SPD, 3 GALLON ~ 168 I 1 o '•rDg. ~~:0'0:'.' • PA PLUMBA I ; 145 I PLUMBAGO AURIGULATA BLUE PLUMBA60 18" HT X IS" SPD, 3 GALLON i~ 0 _ Rl RHAPHIc I ~::I~ o _ - 165 RHAPHIOLEPIS INDIGA lND1AN HAWTHORN 12" HT X 15" BPD, 3 GALLON • MG q5 MUHLENE MUHLENBERGIA GAPILLARIS MULCY 6RA55 18" HT X 18" SPD, 3 GALLON W ~ 5 I QV o0 000 0 0 0000 00 00 0 0 I 5A 20 SCkIf~LE 55 1 . ° Sc;F~FLERA ABORIGOLA'TWI~ITE' TRINETTE SG}~SFFLERr4 18" HT X 18" SPD, 3 GALLON ~ ~ I ~ I 1 ~ 420 LIRIOPE I I ~ 0 0 LIRIOPE "EMERALD GODDESS" EMERALD GODDESS L1R10PE 10" HT X 10" SPD, I GALLON W ° ~ ~ 8 b" A5 43 ALLAMr ALLAMANDA SHORTI I SHRUB ALL~4MANDA 18" HT X 18" BPD, 3 GALLON ~ ~ o ! o 05 I ~ r ' o,, JM Dv 5o DIE7E5 f mac. urn. DIETE5 VELETA WHITE AFRICAN IR15 10" HT X 10" BPD, I GALLON a' ~ O U LL_ UNK o J TMIK r TA 5b0 TRAGHE 20 65 TRAGHELOSPERMUM ASIATIGUM MINIMA JASMINE 12" SPD, MIN bPPP, IGALLON W ~ I b 50 I I ~ 6 ~ VO a,~lr,~ I. ` I - PE W 0 ~ 20 o i 5 o MG LT : EIVED ° ~ ~ SEC ~ ~ ~ QY o z~QU I ~'~M~NTS ~~0~'IJ5~1~ TR~~S MAR 2 g 2001 0 ~ 50 I 'I ~ ~ RI I 1NTf~lOR REQUIRE:MENT., I~ ~1 TS 13 X 4" = 5:2" LIVE OAK PLANNING DEPARfNlENr ~ ~ Q j r , WA SF 21,2x4 X .I = 21,E ~ a•• ~U 14 X .I = 21,283/150 = 15 TREES 13 X 2" = 26" GRAPE MYRTLE CIMOFCLFARWAIER m W 3 o I I I I 5 21 X 4" = 84" CYPRESS ~ J I I 5 I I PE ~-I- ~ WB i RI zEQUIREMENTS 18 X 2S" = 45" SLASH PINE N U 4 X 2.5" = i0" RED CEDAR I 5R I I - I ~ 20 ~ SEE SHEET LA FOR A- T1QN5 AND WIDTHS 13 X 2.5" = 32.5" YAUPON HOLLY W Q I PA p I I I ~ NORTH PERIMETER = 22C I ~ , GG _ 1ETER = 220 LF/ 35 LF = b TREES 82~ TOTAL h'ROPOSED TREES ~r~° _ - _ - o O - A ~`.C3XIMATE LOGA ION OF ; ~ r RIMETER - 2351 Q ~ PF' , T I. EA5 PE I ~ ,.i....: :TER = 235 LF/ 35 LF = 7 TREES 2485" TOT~~t. PROPOSED TREES INCHES Q • uARrE BILLBOARD I 1 SOUTH PERIMETER = 22G 5 E7ER = 220 LF / 35 LF = 6 TREES [-a ~ ~ :TER = 235 LF / 35 LF = 7 TREES U~ ~ ~ Z ~ I I WC-ST PERIMETER = 235 I o I ~':1::; 20 ii I 47 ~OUN~I~TI ON R~QU I fi~~M~NTS ~ o ~ III to IIII ? ? o I W r I ' 5A ~ VO TOTAL PERIMETER REaUI 1ETER REQUIRED = 2b TREES REQUIRED 2 ACCENT OR 3 PALM PER 40 L.F. AND I Z ~ W = II ~ TOTAL REC~IJIRED TRESS ..I .I;,..., 7 I I i~ PE r RED TREES = 15 + 2b = 41 SHRUB PER 20 S.F. ~ ~ ~ I ;I W A5 I I ~ _ ° 41 X 2.5" - 103" + 146" RI pp 55 I I ~3" + 146" REPLACEMENT INGHE5 = 103' l 4D = 3 ¦ 2 = b ACCENT TREES OR 9' PALMS ~ C''J I..1 W , ' \ 24q REQUIRED RE-PLAGE e RI \ rD REPLACEMENT INGHE5 103' X 5' = 505 S.F. l 20 = 25 SHRUBS ~ ~ ~ ~ 'd ~SESMENT TABLE SHEET LA-I PROVIDED: 5 PLAMS, 2 SHADE TREE AND 86 SHRUBS a ~ ~ ~ i I Y I ( r ° 5EE TREE ASSESMENT T~ PA I o ? ? o I ~ ~ Q e. . . . I SYMBOL KAY o z ~ ~ ~ i I I ~ ~ . SPAG~ ~EQU I i~~M~NTS w ~ ° ~ ~ a I 0 5 • • I ~ • JI" ~ ~ IV ~ ~ REQUIRED c-~REENSPAGE MG i ZEENSPAGE WA 5F 21 83.21 X .I - 2,130 S.F. ~ ~ W w a r-+ o Z ~ ~ ~ ~ ~ r z - U U Q - F I i " 20 25 Q1l PROP05E0 GREENSPAG~ GG 5R 3 QV I 5. . A E 3 88 SP G GREEN . W W ~ W ~~:r ~~•`:•1::':': o 0 o JM A5 0 4 IV _ ;'.:,;;':;?':•1:;:; 15 SEE SHEET LA I FOR 6Ri A-I FOR G~NSPAGE LOCATIONS a a v=i LT ST. AUGUSTINE FLORATAM SOD ARGENTINE BAHIA SOD MG LT JM \ 2 h: g m o + + LT Z W LANDSGA~'~ INSTALLATION NOTES 0 I o o ° / I ALL PLANT MA . PLANT MATERIALS SHALL BE FLORIDA #I OR BETTER A5 GIVEN IN, GRADES AND STANDARDS FOR ~ o RY PLANT. :RY PLANTS. FEBRUARY lag8 EDITION, PUBLISHED BY THE FLORID,4 DEPARTMENT OF AGRICULTURE ~ o . _ • ~ , AND GoNSUMER I _ CONSUMER SERVICES. ~ a w ~ I I Y:'~ 0 GAT{ON F 2 LO _ _ . . , QUESTIONS ON E. IGAT{ON OF PLANTS ON THE PLAN ARE DIAGRAMMATIC- SEE THE LANDSCAPE ARCHITECT FOR a W TIONS ON EXACT LOCATIONS. THE PLANT MATERIALS LIST 15 PROVIDED FOR THE GONVENIENGE OF z o . THELANDSGAPE .ANDSGAPE CONTRACTOR. SHOULD THERE BE ANY DISCREPANCY BETWEEN THE PLANT LIST AND THE a _ _ - - - - I I I PLAN, THE PLAN THE PLAN SHALL PREVAIL. ~ I I I I I 3) IT 15 THE LAN 15 THE LANDSCAPE GONTRAGTORS RESPONSIBILITY TO INSURE THAT .ALL PLANT BED AREAS HAVE f I I PROPER DRAIN 'ER DRAINAGE FOR OPTIMUM GROWTH OF LANDSCAPE MATERIAL BEFORE INSTALLATION BEGINS. N Q I I I DREW STREET C.R. 528 M Q O I I ~ I 4) THE GONTRAC E CONTRACTOR SHALL INSURE THAT ALL PLANTING ISLANDS AND OTHER AREAS SHALL BE GLEAN OF I I ~ ~ nn' RNU ~ TRASH C.ONSTRI, ~f, GONSTRUGTION DEBRIS, OR OTHER WASTE MATERIALS TO A DEPTH OF 24" PRIOR TO LANDSCAPE z INSTALLATION. ~.LATION. tY W > - N - 0 Z to 5) ALL PLANT E31 .L PLANT BEDS AND TREE RINGS SHALL BE TREATED WITH APRE-EMERGENT HERBICIDE AND THEN TOP-DRE55ED H DRESSED WITH 3" DEEP PINE BARK NUGGETS. ALL NEW TREES SHALL HAVE A TREE RING WITH A MINIMUM OF 24" IUM OF 24" RADIUS, ALL NEW TREES AND PALMS 5HALL BE STAKED. aW ~r off. b) NEW SOD SHE :W SOD SHALL BE ST.A000STINE FLORATAM SOD APPROXIMATELY 8p00 5.F. AND ARGENTINE BAHIA WW SOD APPROXIMI APPROXIMATELY 6,500 S.F. AS SHOWN ON THE PLAN. GONTRAGT~R SHALL DETERMINE EXACT a C~l1ANTITIES IN Tf INSTALLATION T~ ITITIES IN THE FIELD. SOD AREAS SFfALL BE MAINTAINED BY THE GDNTRAGTOR FROM THE TIME OF WN tL1.ATI0N TO THE TIME OF FINAL ACCEPTANCE. TOP OF SOD AND MULCH SHALL BE I" BELOW ~''~f~ ~ ~G~i ' SIDEYJALK. ~JALK. NORTH TREES SHRUB :EES SHRUBS, AND GROUND DOVER SHALL BE INSTALLED USING THE FOLLOWING PROCEDURE: PLANT PITS SHALL BE I SHALL BE EXCAVATED TO TWICE THE DIAMETER OF THE PLANT ROOT BALL. AERATE EXISTING SDIL BEFORE BAGKF ARE BAGKFILLIN6 PIT. ADD AGRIFORM FERTILIZER TABLETS TO EACH PLANT PIT, AS PER THE PRDJECT# I as2ss _ SPEGIFIGATIONG ~IFIGATIONS. ORGINALDATE ~ 110106 A \ TP1rT I.IrY A 1 1 err ni~~rx~ 1 ATI h?~ x~i f'fcn~un~n TL7CCG GLSAI I aC IAIGT d.i I >:1'1 I~t _:7u bl~\/G I=I~IGi~~iQ 1L17~ ~FF~ CHECKED BY: i LAU ~-I-~ a! i r= i n5 i nu ECG IIV:! i KLL/11 IVI`{ ttLL 1CCCXVIICLI! I I~GL.1 .mnL.l. LrL 11r r 1 rtiL.t.w I L i uiv r n.i .v. 20 0 20 40 INSTALLED OR E 1LLED OR BURIED TOO DEEP 5HALL BE RESET TO THIS STANDARD. REMOVE THE TOP 1/3 OF THE DRAWN BY: AU WIRE: BA5KEf5 BA5KET5 ON ALL B 4 B STOCK. SHEET NO. r%l VITAL SET SCALE 1 = 20 - 0 LA-2 ~'L~NT M~T~~I~L. 1~IST SYMBOL C~UANTITY Bt I N BOTANICAL NAME COMMON NAME SPEGI~IGATIDNS i I 25 I 25 5R q SYA6F I V 60 V 30 SYAGRUS ROMANZOFFIANA GtUEEN PALM 5 ®10' AND 4 ®15' GT HEIGHTS 1 ? 15 ~ WoDYI WODYETIA BIFURGATA FOXTAIL PALM 10' CLEAR TRUNK HEIGHT 55 15 - GG 5 I ? HQ TA I GG PA 6 / av 13 auERu I 30 AS 20 5 NOTE: Row PERMIT WILL BE QUERGUS VIRGINIANA LIVE DAK Ib' HT X q' SPD, 4" GAL., RP6 I RI 5 RI A5 REQUIRED TO PLANT IN THE COUNTY LT 13 L~`• LA6~5TROEMIA TU5KE6ff RED GRAPE MYRTLE STANDARD 10' HT X 3' SPD, 2" GAL., 30 GAL ~ { ROW. PERMIT 15 TO BE OBTAINED . o . . + ° ° PRIOR TO GDB. TD 21 o • o o TAXODIUM DISTGHUM BALD GYPRE55 14' HT X 5' SPD, 4" GAL., RPG o~ 0 0 0 0 a I o 0 o 0 0 0 0 o + o 0 0 0 0 : 10 I ~:.:•`:•:;:f.;~:~~~'''~:, o° o o t v' o o..::::::::::::::.~.' PE 18 PII~15 I PINUS ELLIOTTII SLASH PINE 12' HT X 5' SPD, 25" GAL., RP6 o 0 0 0 00 0° 44 °.,o° o° °o ° ° ° oo o. JS 4 .NJNIPE .NJNIPERUS 51LIGIGOLA RED CEDAR 12' HT X 5' SPD, 25' GAL., RPG S ''FF ° IV 13 ILEX ti ILEX VOMITORIA "PENDULA" hEfPIN6 YAUPON q' HT X 5' SPD, 25" GAL., RPG + 0000°0° + I , oo ° ° oo ° WM O YIBIIRN YIBURNIM OBOVATUM 'WITHLAGHDOGH):E" WITHLAGHOOGf•,EE' VIBURNUM 5' HT X 4' SPD, 30 GALLON I BP q STRELI STRELITZIA REGINAE ORANGE BIRD OF PARADISE 24' HT X 30" SPD, IO GALLON . S t - I HQ 15 HYDRA 1' - J I 2 f:. - 4.. HYDRANGEA C2UERGIFOLIA OAKLEAF HYI7RAN6EA 30" HT X 24" SPD, 7 GALLON ~ I y ~ • TD VO VIBURi• I VIBURNUM ODORATI55MUM SWEET VIBURNUM 24" HT X 24" SPD, 3 GALLON ~ S~ - JM JASMII 8 I6 L'~. • I 1 - JASMINE MULTIFLORUM DOWNY JASMINE 18" HT X 18" SPD, 3 GALLON ~ I o ~':rbB~ : ~~;:o.a,°. _ - ; ; PA 145 PLUMB, . o , . . c n..:. I ~ o ` :rv- PLUMBAGO AURIGULATA BLUE PLUMBA60 IS" HT X 18' SPD, 3 GALLON I i ( - RI 165 RHAPH RHAPHIOLEPIS INDIGA INDIAN HAWTHORN 12" HT X 15" SPD, 3 GALLON 0 i o • I I o - • " MG q5 MUHLEI I 5 MUHLENBERGIA GAPILLARIS MULHY 5RA55 18" HT X 18" SPD, 3 GALLON LL.1 ~ ? 00 000 0 0 0000 00 00 0 0 I Q1( S ABORIGOLA "iR11~TTE" TRINE77E SGfIEFFLERA 18" HT X 18" SPD, 3 GALLON ~ ~ 55 1 SA 20 SUiEFfI - ~ ~ I 1 I 0 ~ 66 420 LIRIDF LIRIDPE "EMERALD GODDE55" EMERALD 6ODDE55 LIRIOPE 10" HT X 10" SPD, i GALLON W 0 ~ ? j ~ 0 ~ b e' ~ 43 Ah ~ o ~ 0 05 AS ALL ALLAMANDA SHORTII SHRUB ALLAMANDA 18" HT X 18" SPD, 3 GALLON ~ I I r ' ' o•. JM ~ T~ • DV 50 DIETED DIETES VELETA WHITE AFRICAN IRIS 10" HT X ID" SPD, I GALLON O U LJ T~ o ~ 560 TRAGf 20 ' ~ 65 TA TRAGHEL05PERMUM A5IATIGUM MINIMA JASMINE 12" SPD, MIN b PPP, I GALLON .-I I I ' b ~ o 50 GG ~ ~ GG o I I 6 ~ VO e•~'.r,~ I ~ ~ . ~ ~ ~ PE 20 0 I 5 o MG . ~ O ~ U Q LT I , i ~ o I • 50 QV R~QU I I~~N1~NT5 ~'~OF'OS~D T~?~~5 ~ ~ ~ I RI y . ~ ~ _ I INTERIOR REQUIREMENT :•:':I:: '~EQUIR~EMENTS 13 X 4" = 52" LIVE OAK ~ ~ Q r I ~:?;I:; I o ? ? o I s~ \ i VUA SF 21,2g4 X .I = 21 '94 X .I = 21,283/150 = 15 TREES 13 X 2" = 26" GRAPE MYRTLE ~ W 3 o i I I 5 i 21 X 4" = 84" GYPRES5 m C~ ~ ~ ~ ~ ' JM 5 10 • I I ~ : 5 I ( ~ • PE ~ ~-I- PERIMETER REQUIREMEI .1..: ~ REQUIREMENTS 18 X 25" = 45" 5LA5H PINE N U cY ~ ! I I RI ~ 4 X 2.5" = 10" RED CEDAR ~ 20 SHEET LA-I FOR Bt, V ~ l ~ ..A-I FOR BUFFER LOCATIONS AND WIDTHS 13 X 25" = 32.5" YAUPON HOLLY I PA G ~':I•':;. ( I NORTH PERIMETER = 22 I ~ I GG i, , METER = 220 LF/ 35 LF = b TREES W Q -~--APPROXIMATE LOGA~'IDN OF ~ _ Q I a:•: EAST PERIMETER - 235 82 TOTAL PROPOSED TREES ~ IETER = 235 LF/ 35 LF = 7 TREES 24x5" TOTAL PROPOSED TREES INCHES ~ ~ p ~ ~ 1~ARGE BILLBOARD I , R I ~ 5 SOUTH PE (METER = 22~ METER =220 LF / 35 LF = b TREE5 ~ ~ ~ ~ ( I WEST PERIMETER = 235 O i `I:•:;: 20 47 IETER = 235 LF / 35 LF = 7 TREES ~OUNI~~TI ON R~QU I R~M~NTS ~ ~ ~ z . ill ~ I I I SA VO W TOTAL PERIMETER REQI = i METER REQUIRED = 2b TREES Q ~ ~ ~ REQUIRED 2 ACCENT OR 3 PALM PER 40 L.F. AND I Z ~ W I I I. ~ ~ TOTAL REQUIRED TREE. J I.}..;; ~ I I ~ PE I ~ JIRED TREES = 15 + 26 = 41 SHRUB PER 20 S.F. ~ ~ ~ ~ p.., w I. l A5 I I it ~ ® _ m S5 41 X 2.5" - 103" + 146" ~ 103" + 146" REPLACEMENT INCHES = 103' l 40 = 3 * 2 = b ACCENT TREES OR 9 PALMS ~ ~ ~ W } I -1 _ 1 ~a~:~ RI 24q" REQUIRED REPLAC ZED REPLACEMENT INCHES 103'_ X 5', = 505 S.F. / 20 = 25 SHRUBS _ _ ~ ~ ~ ~ ~ l:`;a::::' I I i IV I I . ~ SEE TREE ASSESMENT T ~55ESMENT TABLE SHEET LA-I PROVIDED: 5 PLLMS, 2 SHADE TREE AND 8b SHRUBS a W~ ~ U + 3 r. ~:i~: I 1 PA lo? ?oi U~ ~ ~ Q I . _..__J • 5~'M$OL K~1' o ~ o ~ ~ F' d 5~'>~G~ fi~~QU I fi~~M~NTS ~ sz w ~ JM IV • MG i REQUIRED GREENSPAGE ~REENSPAGE VUA 5F 21,293.21 X .I = 2,130 S.F. ~ ~ ; _ w a _ ~ U ui 10 4 ! I I ~ _ Q ~ 0 z ~ ~ ~ ~ 20 3 PRC>POSED SAC ~ Q - H f- 6REENSPAGE - 3188 S.F. z 4 JM A5 o IV 15 O ~T SEE SHEET LA-I FOR 6F ~-I FOR GREENSPAGE LOCATIONS a a vi 45 15 2 15 5T. AUGUSTINE FLORATAM 50D ARGENTINE BAHIA 50D MG JM ~T JM g m I.;::::;:::;..•:::: • 0 0 0 ~ 1,•. o + ~ o o~ Z LANnSGA~~ INSTALLATION NOTES ~ ~ , - W I • o \ I) ALL PLANT M~ L PLANT MATERIALS SHALL BE FLORIDA #I OR BETTER A5 GIVEN IN, GRADES AND STANDAR05 FOR ~ U I !!tt , ~~y, ~„~n.,Y: ~.:;•y.~ . - - - - - - - NURSERY PLANT I • ~'':r•'i:~' 'h Y~,:~•< .~•~=~Y u ~5,~~ 3 x ~ l' "*.T, d }1 7' r~7' vM i:t` • ~^75:: i^.C : r •.n.^, • :w: ~w~~ ~ ~ - - - ERY P1.ANT5. FEBRUARY 1x98 EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE ~ p :+.1~Y.,ctu.v wt.-au:..a.,-.. %T•i,s~ s~•'R' ~k"~~,:-* d: ~ -.^....-.fir: k3x:'t~f w r:~S ' h ,L~< ~k rg.,,:.~.t? '.~~~7• y "i•",~'~ - - - - - \ AND CONSUMER CONSUMER SERVICES. ~ a o: .::}1>w:.- - - 45 20 I I W ~ 2) LOCATION 01: xATION OF PLANTS ON THE PLAN ARE DIAGRAMMATIC- SEE THE LANDSCAPE ARCHITECT FOR N ~ _ - QUESTIONS ON E --~__-I_ iTI0N5 ON EXACT LOCATIONS. THE PLANT MATERIALS LIST 15 PROVIDED FOR THE GONVENIENGE OF Z w _ _ _ - THE LANDSCAPE I I LANDSCAPE CONTRACTOR. SHOULD THERE BE ANY DISCREPANCY BETWEEN THE PLANT LIST AND THE g ~ I PLAN, THE PLAN I J, THE PLAN 5HALL PREVAIL. W I I I o: I 3) IT 15 THE LAr I I 15 THE LANDSCAPE GONTRAGTORS RE5PON51BILITY TO INSURE THAT ALL PLANT BED AREAS HAVE I PROPER DRAIw I a ~ 'ER DRAINAGE FOR OPTIMUM GROWTH OF LANDSCAPE MATERIAL BEFORE INSTALLATION BEGINS. ~ W N Q Q DREW STREET C.R. 528 I I I O I 4) THE GONTRAc I I ann~ Rna ~E CONTRACTOR SHALL INSURE THAT ALL PLANTING ISLANDS AND OTHER AREAS SHALL BE GLEAN OF TRASH, GONSTRI ~1-I, GONSTRUGTION DEBRIS, OR OTHER WASTE MATERIALS TO A DEPTH OF 24" PRIOR TO LANDSCAPE ~ ~ z INSTALLATION. ILLATION. ~ W > - !n - 0 Z cn 5) ALL PLANT B _L PLANT BEDS AND TREE RINGS SHALL BE TREATED WITH APRE-EMERGENT HERBICIDE AND THEN TOP-DRESSED l' •DRE55ED WITH 3" DEEP PINE BARK NUGGETS. ALL NEW TREES SHALL HAVE A TREE RING WITH A MINIMUM OF 24" ~U1M OF 24" RADIUS, ALL NEW TREES AND PALMS SHALL BE STAKED. QU O~ 6J NEW SOD SHl OV .W SOD SHALL BE ST.A000STINE FLORATAM SOD APPROXIMATELY 8p00 S.F. AND ARGENTINE BAHIA SOD APPROXIM APPROXIMATELY 6,500 S.F. AS SHOWN ON THE PLAN. CONTRACTOR SFfALL DETERMINE EXACT W W QUANTITIES IN T JTITIES IN THE FIELD. SOD AREAS SHALL BE MAINTAINED BY THE CONTRACTOR FROM THE TIME OF INSTALLATION T ILLATION TO THE TIME OF FINAL ACCEPTANCE. TOP OF SOD AND MULCH SHALL BE I" BELOW i~~ ~ 2GQ7 Z NORTH sID~wA{.-K• WALK. ~ g :EES SHRUBS, AND GROUND COVER SHALL BE INSTALLED USING THE FOLLOWING PROCEDURE: PLANT PITS SHALL BE SHALL BE EXCAVATED TO TWICE THE DIAMETER OF THE PLANT ROOT BALL. AERATE EXISTING SOIL BEFORE BAGKF )RE BAGKFILLIN6 PIT. ADD AGRIFORM FERTILIZER TABLETS TO EACH PLANT PIT, A5 PER THE PROJECT#: oszss SPEGIFIGATION~ :IFIGATIONS. . ORGINALDATE: ~ 11.01,06 _ ............._..--1 8) TREE INSTAL ZEE INSTALLATION: ALL REQUIRED TREES SHALL BE INSTALLED I" - 2" ABOVE FINISH GRADE. TREES CHECKED BY: i u~u zo o zo ,o INSTALLED OR E ~LLED OR BURIED TOD DEEP SHALL BE RESET TO THIS STANDARD. REMOVE THE TOP I/3 OF THE DRAWN BY: AW WIRE BASKETS BASKETS ON ALL B ~ B STOCK. ~~;~j~~d~~ "g'' SHEET NO. ~J BV~B 8 I ~ i I ~n ~ I ~'L~NT M~T~i~l ~L L 15T srr~so~ auANTmr ec I I Y BOTANICAL NAME COMMON NAME SPEGIFIGATIONS I I 25 25 SR q SYAGRI I I SYAGRUS ROMANZOFFIANA QUEEN PALM 5 ®10' AND 4 ®15' GT HEIGHTS I V b V 30 I 15 y,~ ~ woDYE i 55 15 ~ I HQ TA WODYETIA BIFURGATA FOXTAIL PALM 10` CLEAR TRUNK HEIGHT I GG PA 6 / av 13 aUERGU I 30 \ QUERGUS VIRGINIANA LIVE OAK Ib' HT X q' SPD, 4" GAL., RP6 A5 20 5 NOTE: ROW PI RMIT WILL Bi: I RI 5 A5 REauIRED To PLANT IN THE COUNTY LT 13 ~i RI I QV . ..a~s :•:~•::~:~~:••:~:•::•c~•:;:•;. ~ + + + + + + ~ _ ROW. PERMIT 15 TO BE OBT D LA6BZ5TR~EMIA TU5KE6ff RED GRAPE MYRTLE STANDARD 10' HT X 3' SPD, 2" GAL., 30 GAL ~ o I • • + + + + ° PRIC?R TO GDB. TD 21 TAXOD TAXODIUM DISTGHUM BALD GYPRE55 14' HT X 5' SF'D, 4" GAL., RPG + + 0 0 • o o '.,.1 0 0 0 0 o + + I o o o 0 0 0 ~o 0 o 0 0 0 0 o + + o ~':~.~:~.'~,:::~;'t~:~,~' NUS P I 0 0 PE 18 PINUS ELl.IOTTI I SLASH PINE 12' HT X 5' SPD, 2S" GAL., RPG ° ° 0 ° °o ° °o o ° o o ° 0 0 0° 0 0 0° o 00 ° ,JS .~JNIPEi; .~JNIPERUS SILIGIGOLA RED CEDAR 12' HT X 5' SPD, 2S" GAL., RPG 00 o gS oa0 o o a IV 13 ILEX Y( ILEX YOMITORIA "PENDULA" I~EEPIN6 YAUPON q' HT X S' SPD, 2S" GAL., RP6 i + v 000000000 + ~ o 0 00 0 0 + WM 0 VIBURPMJ I o0 00 ~ 0 00 0< ` - VIBURNUM OBOVATUM "WITHLAGHOOGI~" WITHLAGKOOGHEf VIBURNUM 5' HT X 4' SPD, 30 GALLON `:I'`':~: o 0 I 0 SP u q STRELII I : \ : . STRELITZIA REGINAE G'Ri4N6E BIRD OF PARADISE 24" HT X 30" 5PD, 10 GALLON .f I HYDRAI HQ 15 _ - - - 21 HYDRANGEA QUERGIFOLIA OAKLEAF HYDRANGEA 30" HT X 24" SPD, 16ALLON ~ : f~ I TD :f'• - vo vIeURN~ q7 I VIBURNUM ODORATI55MUM S{~ET VIBURNUM 24" HT X 24" SPD, 3 GALLON ~ I Mlt~ JM JA5 168 .IASMINE MULTIFLORUM DOWNY JASMINE IS" HT X 18" SPD, 3 GALLON ~ I 1 ,''t.,,.:': q,.. I r o - a~bB• ~ - z~:g`o. ~ : - PA PLUMBA . - 145 PLUMBAGD AURIGULATA BLUE PLUMBA60 18" HT X IB" SPD, 3 GALLON 0 - ~a I `;I:~:~ ~ RI 165 RHAPHh I ~ ~ o RHAPHIOLEPIS INDIGA INDIAN HAWTHORN 12" HT X 15" SPD, 3 GALLON 5 MG q5 Mi1HL1=Nl MUHLENBERGIA GAPILLARIS MULCY GRASS 18" HT X 18" SPD, 3 GALLON w ~ f I' 00 000 0 0 0000 00 00 0 I QV o 55 ~ o SA 20 I ~ SCLERA ABORIGOLA "T1211~TTE' TRINETTE SGHEFFLERA 18" HT X 18" SPD, 3 GALLON ~ ~ GG ~ A I I ~ 66 420 LIRIOPE 0 ° ~ 0 \ I 1 LIRIOPE "EMERALD GODDESS" EMERALD GODDESS LIRIGPE 10" HT X 10" SPD, I GALLON W 0 ~ a b° l o a ~ 05 AS 43 ALLAM~ ALLAMANDA SHORTI I SHRUB ALLAMANDA 18" HT X 18" SPD, 3 GALLON ~ I I a^, JM ' f 4~ ~ DY 50 DI~ DIETES VEGETA WHITE AFRICAN IRIS 10" HT X 10" SPD, (GALLON O U ~ I iNNC o 20 - " ° 65 TA 5b0 TRAGHE TRAGHEL05PERMUM A5IATIGUM MINIMA JASMINE 12" SPD, MIN 6 PPP, I GALLON ~ GG 50 - - GG o I I \ ~ ~ ~ I 6 VO ~.~.r,~ PE wOw 20 0 5 MG I LT ~ I , ~ U Q Z~QU I ~~M~~iTS ~'R0~'05~1~ Tfi~~~S ~ ~ ~ 50 - ~ I II ~ ' o_ RI I ;,;,.I:;.. . l: I INTERIOR T., `QUIREMENTS 13 X 4" = 52" LIVE OAK ~ ~ w I `I::; • r e- ~ ' I o 0 0 o I 5• \ ~ WA SF 21,2g4 X .I = 21,E ~ U ~ 3 14 X .I = 21,2x3/150 = 15 TREES 13 X 2" = 26" GRAPE MYRTLE o I, i . . 21 X 4" = 84" CYPRESS m ~ J ZEQUIREMENTS 18 X 2.S" = 45" SLASH PINE N U 5 I ! 0 : PERIMETER REQUIREMEN ~ ! PE WB I~ OC I RI 4 X 2S" = 10" RED CEDAR SR I I 1 - 20 SEE SHAT LA I FOR BUF A~-I FOR ElUFFL-R LOGATIQNS AND WIDTHS 13 X 2.S" = 32.5" YAUPON HOLLY ~ ~i \ I I PA p II ! ~ I I NORTH PERIMETER = 22C -.~t-- _ GG ; ~ ~ _ ~ ~ PROXIMATE LOGA~'ION OF ~ 1ETER = 220 LF/ 35 LF = b TREES - Q Q .a:..• P EAST PERIMETER - 2351 I I O ~ • uARGE $ILL80ARD I _ ----'.._-t- 9 50UTH PERIMETER = 22G :TER = 235 LF/ 35 LF = 7 TREES 82 TOTAL PROPOSED TREES ~ ~ ~ IETER = 220 LF / 35 LF = b TREES 24x5" TOTAL PROPOSED TREES INCHES ~ I I WEST PERIMETER = 2351 O ~ ~ :TER = 235 LF / 35 LF = -l TREES IrOUNDI~TI ON i~~QU I i~~M~NTS ~ ~ ~ ~ a I ~•:I:.:.: 20 ii I ' 4~ a ~ I II o II 0 0 0 l W I~ t..: 5A VO ~ I I Q ~ 70TAL PERIMETER REQUI 1ETER REG2UIRED = 26 TREES REC>?UIRED 2 ACCENT OR 3 PALM PER 40 L.F. AND I ~ ~ W . BP i' V I ~ - . TOTAL REQUIRED TREES J I I,::,•: ~ I I PE RED TREES = 15 + 2b = 41 SHRUB PER 20 S.F. ~ ~ ~ ~ ~ W i'. ~ A5 I I it x 41 X .5" = 103" + 146" RI 00 55 2 c`: I I \ 24q" REQUIRED REPLACE )3" + 146" REPLACEMENT INCHES = 103' l 40 = 3 ~ 2 = 6 ACCENT TREES OR x PALMS C1'J W REPLACEMENT INCHES 103' X 5' = 505 S.F. / 20 = 25 SHRUB5 ~ ~ ~ ~ ~ ~ I V I 1 , ~ SEE TREE ASSESMENT T~ iSESMENT TABLE SHEET LA-I PROVIDED: S PLAMS, 2 SHADE TREE AND 86 SHRUBS a ~ ~ ~ ~'i' . ~ PA I o0 0o I .e C~ ~ ~ ~ Q I i ~ ~ , I ~ ~ i SYMBOL KAY o ~ ~ ~ ~ I i :}:i::;•::: I 10 i 5 SP~G~ I~~QU I fi~~M~NTS o 0 s - 30 I .;,.I;.;. ~ JM IV ~ • c0 ~ ~ W ~ w a ~ ~ REQUIRED C-~REENSPAGE ~ MG a I x .I = 2130 S.F. ~ ZEENSPAGE WA SF 21 3.2 a r+ o w ~--i Q r U r PROPOSED 6REENSPAGE GG 5R 3 Q1l 0 0 o JM A5 ~REENSPAGE = 3188 S.F. ~ ~ O Z - W W `'r ~ ~ w 15 SEE SHEET LA-I FOR GR o o w A-I FOR GREENSPAGE LOCATIONS a a ai LT ,;I:..:.. 45 2 15 , ~ 5T. AUGUSTINE FLORATAM SOD ARGENTINE BAHIA SOD MG LT JM g m Z w L,~I~nSGA~I;'~ Ii~ST>~LL>4TION NOTES I 0 0 0 0 0 0 / I ALL PLANT MA ) _ ~ . PLANT MATERIALS SHALL BE FLORIDA #I OR BETTER A5 GIVEN IN, GRADES AND STANDARDS FOR ~ t., ~ • ~ ~ ~ - - - - - - - N RaERY LANT, I ~ r .w ,...~..r.rr~,. - - - - • •..~a +Y .,,ul. ,L:•• .•`i ...1S.ti.. J ...J t.i~a_).•~ ~~Y. 1~ .Gy ".J: V .)fit .tiy~C '.r[ ~ . ti...w _..~,.~y~..~...~.~ ~ _ ~ , AND CONSUMER • RY PUNTS. FEBRUARY laa8 EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE ~ o CONSUMER SERVICES. ~ n~. - 45 20 I ~•;;~:w;;-- I . ?:?{`i~'i:;~~'•.,?.:.+~:.~:;~.:y:{•;;::;{r:•:i~:;~:~:;`{:ii:f~`:~:;?:~~:`~::'~::i:•~:;~:':{::;.(?;.•`:;.{:(:i!;:;`>:i•;::i:;:::?:i;i?•:::~:i{r::::{ir::;:•:{::?:{:i:' • 2 LOCATION OF a ~ CATION OF PLANTS ON THE PLAN ARE DIAGRAMMATIC- SEE THE LANDSCAPE ARCHITECT FOR a w I - - ~ TIONS oN E QuES fI0N5 ON EXACT LOCATIONS. THE PLANT MATERIALS LIST 15 PROVIDED FOR THE CONVENIENCE OF z o _ - - - THE LANDSCAPE ,ANDSGAPE CONTRACTOR. SHOULD THERE BE ANY DISCREPANCY BETWEEN THE PLANT LIST AND THE N PLAN, THE PLAN ,.THE PLAN SFfALL PREVAIL. ~ I I I I I I 3) IT 15 THE LANT 15 THE LANDSCAPE GONTRAG70R5 RESPON5lBILITY TO INSURE THAT ALL PLANT BED AREAS HAVE I I I PROPER DRAINA 'ER DRAINAGE FOR OPTIMUM GROWTH OF LANDSCAPE MATERIAL BEFORE INSTALLATION BEGINS. N I i I DREW STREET C.R. 528 m o 0 I I I 4 THE GONTRAG E CONTRACTOR SHALL INSURE THAT ALL PLANTING ISLANDS AND OTHER AREAS SHALL BE GLEAN OF I I ~nm Rnn( TRASH, GONSTRU H, CONSTRUCTION DEBRIS, OR OTHER WASTE MATERIALS TO A DEPTH OF 24" PRIOR TO LANDSCAPE z INSTALLATION. ILLATION. tY W > - (A - O Z c~ 5) ALL PLANT BE L PLANT BEDS AND TREE RINGS SHALL BE TREATED WITH APRE-EMERGENT HERBICIDE AND THEN TOP-DRE55ED W ~RE55ED WITH 3" DEEP PINE HARK NUGGETS. ALL NEW TREES SHALL HAVE A TREE RING WITH A MINIMUM OF 24" NM OF 24" RADIUS, ALL NEW TREES AND PALMS SHALL BE STAKED. QU OF Op 6) NEW SOD 5HA W SOD SHALL BE ST.A000STINE FLORATAM 50D APPROXIMATELY 8p00 S.F. AND ARGENTINE BAHIA SOD APPROXIM~ GtUANTITIES IN TF APPROXIMATELY 6,500 S.F. A5 SHOWN ON THE PLAN. CONTRACTOR SHALL DETERMINE EXACT INSTALLATION TC TITIES IN THE FIELD. 50D AREAS SHALL BE MAINTAINED BY THE CONTRACTOR FROM THE TIME OF W Q d.LATION TO THE TIME OF FINAL ACCEPTANCE. TOP OF SOD AND MULCH SHALL BE I".BELOW 4; ~u~~, Z ~IALK. ° g NORTH 51DEWALK. 7) TREES SHRUB! EE5 SHRUBS, AND GROUND COVER SHALL BE INSTALLED USING THE FOLLOWING PROCEDURE: PLANT PITS SHALL BE E SHALL BE EXCAVATED TO TWICE THE DIAMETER OF THE PLANT R00T BALL. AERATE EXISTING SOIL BEFORE BAGKFI IRE BAGKFILLIN6 PIT. ADD AGRIFORM FERTILIZER TABLETS TO EACH PLANT PIT, A5 PER THE PROJECT# i 08265 SPEGIFIGATIONS IFIGATIONS. ORGINALDATE: ` 11_01.06 . n1 -rr-f~ it~rrai i i?~rr x i i A rind A I 1 Y]Cn~ ur~Cr~ Tt7CCG Gu A I I 1?C IAIGTA I I cn III _ '711 dt~7~/~ CIAIIC.LI ~dP~F T{~FFLi CHECKED BY: ~ IAU .GG IIVJ1ttL4 tt1IVIl: l1LL ICLIXVIIC,VV IIJGGa;~j -L LL 119J 1l ~LL.LV 1 - L raw Y1.. 1 11II.l11 YIv wL• E zo a zo 4o INSTALLED OR E LLED OR BURIED TOO DEEP SHALL BE RESET TO TH15 STANDARD. REMOVE THE TOP 113 OF THE DRAWN BY: pW WIRE BASKETS BA5KET5 ON ALL B 4 B STOGK. U HTT L SET SHEET NO. SCALE 1" = 20' - 0" LA-2 "INVESTIGATE BEFORE YOU EXCAVATE" _ Q CALL SUNSHINE ®1-800-432-4770 FL, STATUTE 553.851 (1979) REQUIRES A ~ MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE, INDEX COVER SHEET 1 GENERAL NOTES 2 DEMOLITION PLAN 3 SITE PLAN 4 PAVING & GRADING 5 NPDES NOTIFICATION NATIONAL POLLUTANT ( , DISCHARGE ELIMINATION SYSTEM) ATTENTION: THE EROSIONI SEDIMENTATION LOCATIONS AND DETAILS SET FORTH IN THIS SITE PLAN HAVE BEEN DEVISED BY THE PROJECT ENGINEER TO J DRAINAGE & UTILITY 6 MEET THE REQUIREMENTS OF THE FEDERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PROGRAM. FAILURE TO TRUCK TURN 7 MAINTAIN THESE CONTROLS, OR AN ILLICIT DISCHARGE RESULTING FROM THEIR FAILURE WILL LIKELY RESULT IN FINE CITATIONS. GENERAL DETAILS 8 SEC. 58-239 OF THE PINELLAS COUNTY CODE AUTHORIZES PENALTIES OF UP TO $5,000.00 FOR EACH OFFENSE. ¦ D GENERAL DETAILS 9 ¦ MAINTENANCE OF TRAFFIC (Phase I) 10 s R ~6 MAINTENANCE OF TRAFFIC .(Phase II) 11 NOTE CONSTRUCTION SHALL BE IN ACCORDANCE WITH .THE LATEST 33 65 EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION VICINITY MAP ROADWAY AND TRAFFIC DESIGN STANDARDS, ROADWAY PLANS / PREPARATION MANUAL, AND PINELLAS COUNTY CONSTRUCTION 3 ~ xare 004/001 STANDARDS. 0 @ y uc~ox ~ 1 x~wu C 5 wxmi aa®w 3 xwL~ M ~ L®x ~ LEGAL DESCRIPTION srw,Lxxx ueLmr WMILU 00410 2 00 ow unax ~ ~ cur PMAMxw nrme 8 J G 07 29/16/90126004 0010 IINx NADAN aUE ~ LOT 1, BLOCK D,'FIR~;T ADDITION TO TEMPLE TERRACE, ACCORDING TO THE MAP OR LL1Y N1RRN ~ 330112 00 PLAT THEREOF AS RECORDED IN PLAT BOOK 41; PAGE 9, OF THE PUBLIC RECORDS vausu ~ OF PINELLAS CU~J~NTY, FLORIDA LNF aM18 Itll ORW~ 004103 00 PNm ( 07/29f16/90126 f 0(~4 0020 O~dA RNflLY I;I. _ CAI I h PROJECT RnLx 0041 2 LOT 2, BLOCK D,,, TE(~~IPLE TERRACE, FIRST ADDITION, ACCORDING TO THE MAP OR 0 90 PLAT THEREOF A Rt:;CORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS VICINITY - NNLLFE ,{y CY OF PINELLAS COU~!T`~, FLORIDA O NIOM.MLB ME®10 61R1971A-.. (y~ NNAH F, aypp„~ OV?Fx Lx: NFAWf PNMPF/GI ~ - 07,/29 /16 /9 0126~~0~)4 .0030 LOT 2, BLOCK D, --r~~hPl_E TERRACE, FIRST ADDITION, ACCORDING TO THE MAP OR N.T.S. ` PLAT THEREOF AS' F~t_CORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS COIJN~~'~'`, FLORIDA, ~Nx~ 07/28/16 f 90126/OO~~ f 0030 and t77 f 29 f 16/00000 f 330 f 1200 . . ~ - ~ BEING THE WEST::.. 150 FEET OF THE .SOUTH 190 FEET OF .THE SOUTHWEST 1 /4 OF THE N, SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS ROA[? RIGHT--OF-WAY AND ALL OF LOT 30 AND THE WEST 14 FEET OF LOT 29, BLOCK "D" FIRST ADDITION TO TEMPLE TERRACE AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF SAID PINELLAS COUNTY, FLORIDA AND rE s INS , _ ~ MORE PARTICULARLY' DCSCRIBED AS FOLLOWS: BEGINNING AT A SET CONCRETE MONUMENT IN THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF DREW STREET (STATE N I'V ~E ~ PLANNING ROAD #590; COUNTY ROAD #61) (100 FOOT RIGHT-OF-WAY) RUNNING THENCE (1) ALONG PV ~ ~ ~ ~ ZBOR, FL 34695 SAID LINE OF BELCHER ROAD NORTH 00 DEGREES 01 MINUTES 19 SECOND EAST 140.00 ¦ ¦ FEET TO A SET COfv(,RETE MONUMENT IN LINE OF LAND NOW OR FORMERLY OF LLOYD KING; THENCE (2) IN PART ALONG SAID LINE OF LAND OF LLOYD KING AND IN PART :LOCATION MAP ~ ~t~~~~~t~, ~ , ~ IN PART ALONG LINE OF LAND NOW OR FORMERLY OF HARRY N. WAGNER AND IN PART , .1. ALONG LINE OF LAP~D NOW OR FORMERLY OF 0. PHILLIPS, SOUTH 89 DEGREES 22 MINUTES 51 SECONDS .EAST. 175,00 FEET TO A SET CONCRETE MONUMENT IN LINE OF LAND NOW OR ~ C~~chman ~I~i , ~(::,n~i n;,• ~ I L~ ~G i -f. ~r:,; . E B 9 3 51 N L C 2 6 0 0 212 FORMERLY OF G, ROBERT. WALLACE; THENCE (3) ALONG SAID LINE OF LAND OF G, ROBERT WALLACE SOUTH 0~ DEGREES 01 MINUTES 19 SECONDS WEST 140.00 FEET TO A SET - ;~N CONCRETE MONUMENT IN THE SAID LINE OF DREW STREET; AND THENCE (4) ALONG THE ..~"1 ; f,~ '4 C SAID LINE OF DRE'~d STREET NORTH 89 DEGREES 22 MINUTES 51 SECONDS WEST 1~~~°00 ~ , r~ r, S~~~d~ ~4{~ FEET TO THEPLACE OF BEGINNING.- ~ t,l,U 1. ' ~ '~i ~l it , ,i° tiy11111t?~~ ~ r I _~ri ~ cry na i~,' I~, t ll~ t~ ~ ~ ~ _ ~=rars tEr r / 9 RVEY R. P LA RI 1 50 U. .H WY1 N ITE ~ ~ ~ 5 0 ~ LEA RWAT ER FL 7 33 4 TT A~ P~~~~nan r . ~ ~ ~ ~ 1~= _ ~ )TT ACKER, 727-524-6500 .SAID .PROPERTY ALSO BEING DESCRIBED AS FOLLOWS: THE WESTERLY 150.00 F,,,QF.~[ ~ Il;n'I'1'''~~~ - r ti C~, ~ r ~t ' 1~1 - ITE . NTE AN ~ 3L ND F 2 0 nll EB YAN 47 4 5 08 )8 SOUTHERLY 190.00 FEET OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSk~ ,'N ~,r .,J ~ ~ ~ ~ ~ ~ ~ LAN SOUTH, RANGE 16 EAST, LESS EXISTING RIGHT-OF-WAY FOR BELCHER ROAD SAW ~ ~ D AP AR HI . ~ TE T. ANDE LE N IAK 4 21 .UV~ T H E BLV D. T AMPA FL 1 FL 33611 - , STREET, AND ALL.. OF LOT 30 AND THE WESTERLY 14.00 FEET OF LOT 29, BLF~;~E,~ ~ , ~ ~ , . ~ _ ~ V. DRE ~ ~ ~ E 0 13 ~ 31 595 i ' ~ ~ ~ I~ ~ ~ a a' ~ a ' FIRST ADDITLON Tt~ 'TEMPLE TERRACE, ACCORDING TO THE MAP OR PLAT THE~~r~ ~5~, I ~ ~ I~ ~I ~i ~ ~ V •4"~hlt~man ~fi ~ . ~ ; it s a. so, 1«~ j ~ ~ K ~ ~ {.h~U~~`r 5k ~ , RECORDED IN PL~',T BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLA ~ "•F ham,` ; as i . - ~ .a r ~ r: ,y, , ~ rr .hcl,~y t FLORIDA ,~r i`. N.T.SL I~; T I'o i ~ i ~ ~ I f'i ~ ~ r. - ~ ~ rI Tc flay Clti d , r , ah L!; T Agency App. I Permit No. Date Issued 1 Date Expires :S ..J ,~+,m ~ 4Y 9.~ 0 tle a0 ' ~I ~ 71ti 5t ' :~I~ ~ I i I~ ~ ~ i d ~ ~ ~ ~ ~ ~ . ~ P., ~ t il__„~~I~ . ~ I ~r~~ ~ ~ , ~ _ COVER ~ ? dal l~jl ~ u ~ II i ' ' ~ ~ ~ ~ ~I tdtC, E~ MAY 3 ~ 2007 HEET ~ - III ~ ~ .Hd&c~tmb`~~ 5~+t#13~~ta~~ ~ L ~ ~i l _ l ,th ~ ~u ~ L ~ w^, 1~1~1n~,p~~~ I , . ~fkafL6'(~ad ~d~° ~t~ ~t ~ti~lll`,: P~It ~~ih'_Lela.. ~!z Iisu iur } UiEVELOPMENT ~"t #'ca44' 19 th 't NEIGHBORHOOD SERVICES NZAProfNe.: 5z~a6 =N CITY O o-..E0iVV~6:R Owner Pro}No.: NA ~ A: Scale: SEE SHEETS U Sheet No. W OI m E 0 z ISSUED FOR CONSTRUCTION m o Z ISSUED DATE 03.19.2007 Of 1 Ln "a W U ~m IAN CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING GENERAL CONSTRUCTION NOTES CLEARING AND SITE PREPARATION NOTES WATER SYSTEM NOTES DRAINAGE SYSTEM CONSTRUCTION NOTES MAINTAINED BETWEEN SANITARY SEWERS 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC 1. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARK F-12 HAVING AN ELEVATION 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION 1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BE OF 72.71 FEET, NORTH AMERICAN VERTICAL DATUM 1988 (NAND 88). PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY AD ~HIEVED BY ADJUSTING WATER MAINS DESIGN STANDARDS". TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON DUCTILE IRON CLASS 54 A MINIMUM KEITH ZAYAC & 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN A )INT. AS AN ALTERNATIVE THE 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, LINE OF TREES THAT ARE TO REMAIN. REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT. ENCASED IN CONCRETE FOR THE RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES A S S 0 CIA TES , ICT POINT. SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER OTHERWISE NOTED ON PLANS. I N C , FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BI MAINTAINED BETWEEN WATER MAINS IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AND SANITARY SEWER. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY, QUESTIONS CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 INCHES AND A NCHES AND A MAXIMUM OF WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE (7 2 ~ 9 3 - 9 8 8 8 INCLUDED IN LENGTHS. CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. CO Y. 42 BELOW FINISHED GRADE. BE DIRECTED TO THE SOILS TESTING MPAN 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATE DCAL REGULATORY STANDARDS AND 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE 701 ENTERPRISE ROAD E, STE 404 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY SPECIFICATIONS. TRAFFIC RATED FOR H-20 LOADINGS. SAFETY HARBOR, FL 34645 SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN THER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION, 5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO RY SEWER TO BE RESOLVED BY 5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF O FOLLOWING CONSTRUCTION OF THE POND. WWW.KEITHZAYAC.COM FLORIDA INC. AT 1-800-432-4770, ADJUSTING THE WATER LINES AS NECESSARY. ' 4. THE TOP 4" TO 6' OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING 6. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END 0 ~T THE END OF WATER SERVICE 6. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10} FEET TO HAVE LADDER BARS. EB 9351 - ~c 2soo2~2 ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. SINFECTION. THE CONTRACTOR. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM ITTINGS AND HYDRANTS AS SHOWN ON THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF- 7. RESTRAINING JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND H 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. DETAILS. ROADWAY BASE AND SURFACE CONSTRUCTION. 8, PROTECTION OF EXISTING STORM SEWERS SYSTEMS; ~ ~ 6, CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING 8. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTIO :R DISTRIBUTION SYSTEM SHALL BE DURING CONSTRUCTION, -,tiLL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND ANY EXISTING STRUCTURES. IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, I =NCY CODES, PLANS, AND SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ~ ~ ION THEREOF AND SUPPLEMENTAL EfC., WHICH SHALL BE MAINTAINED AND MGJIFIED AS REQUIRED BY CONSTRUCTION e INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF , SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF AL ;UCTION OF ALL POTABLE WATER PROGRESS. ~ ~ ~I ~ INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDIP ~T BE COORDINATED THROUGH THE hh~~ EXISTING STRUCTURES FROM THE SITE. LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES. _IC UTILITIES. 9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE ~ ~ 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND ~ a _ AND/OR LATEST EDI110N. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED 9. ALL UNDERGROUND PVC SHALL BE DR14 (C-900). FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE 1• THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD ~ AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL 9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR SPECIFICATIONS THERETO. VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES 10. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE 10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNERS ENGINEER SHOP DRAWINGS AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN APPROVAL BEFORE EXERCISE CAUTION UTILITIES, THE CONTRACTOR/SUBCONTRACTOR SHALL DRAWINGS, OR BY THE ENGINEER. S AT ON MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. WATER SYSTEM TESTING AND INSPECTION REQUIREME IN TALL I WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON REQUIREMENT NOTES ~ ~ ~ 11. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS, TIFY THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE 1. ALL COMPONENTS OF THE WATER. SYSTEM, INCLUDING FITTINGS, T 11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NO WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE ~G FITTINGS, THRUST BLOCKING, AND SIDEWALKS WITHIN PUBLIC RIGHT-OF-WAY, AND ANY OUTFACE SYSTEM SHALL IAIN UNCOVERED UNTIL PROPERLY BE WRAPPED WITH MIRAFI 14 ON FILTER FABRIC OR EQUAL FABRIC TO BE A MIN. ® ~ THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP AND THE CONTRACTOR SUBCONTRACTOR AND SHALL COOPERATE WITH THE HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERE / PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. DRAWINGS, THE CONTRACTORS NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE 'S ENGINEER. PRESSURE TESTS TO OF 30" IN WIDTH AND CENTERED ON PIPE. ~ ~ INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER CAUSED TO THE CONTRACTOR SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CIFICATIONS. CONTRACTOR TO C 0 REMOVAL AND / NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOUR`r OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJE T T INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. iRS 48 HOURS IN ADVANCE OF TESTING AND INSPECTION REQUIREMENTS REPLACEMENT AT THE CONTRACTOR'S EXPENSE. PERFORMING TESTS. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL fERIOLOGICAL SAMPLING AND OBTAIN 1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTE OF ALL BACTERIOLOGICAL TESTS TO TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION, NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE BE SUBMITTED TO OWNER'S ENGINEER. NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL - - A I N N TES 13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT OF WAY ARE TO BE RESTORED TO ORIGINAL PAVING AND GR D G 0 ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S E'+ ' CONDITION OR BETTER. ENGINEER PRIOR TO ~PPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. ~ Q l(~ 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST Q'i C~ ~ 14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY. WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. ~ ~ ~ CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED DEWATERING SHALL BE USED AS REQUIRED. SANITARY SEWER NOTES BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO SAFETY NOTES ~ ~ W ~ N MAINTAINED BETWEEN WATER MAINS AND ~i ~ a ~ EXTRA COMPENSATION IS TO BE ALLOWED, 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM 1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED B 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY C~J THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. SANITARY SEWER. 15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED, REGULATIONS ARE TO BE`.'E.NFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL TO FOOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE 2. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGU~ LOCAL REGULATORY STANDARDS AND BE RESPONSIBLE FOR THE CONTF.OL AND SAFETY OF THE TRAVELING PUBLIC AND THE ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN GRADE. UNLESS OTHERWISE NOTED ON DRAWINGS. SPECIFICATIONS. OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE W W ~ ~ ~ PROVISIONS SET FORTH EY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF ~ ~ EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR/ SUBCONTRACTOR 4, IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S 3. SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM A MINIMUM COVER OF THREE (3) FEET TRANSPORTATION. ~ ~ ~ W fAL TAPE 51MILAR TO "TERRATAPE" 2. THE MINIMUM STANDARDS ,4S SET FORTH IN THE CURRENT EDITION OF THE STATE OF ~ E-~ ENGINEER OF RECORD. ENGINEER PRIOR TO ANY ELEVATION CHANGES. AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE 51MIL COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. PIPE. FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY ~ ~ ~ ~ W 16. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL 5. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER CONSTRUCTION, MAINTENANCE AND UTILITY. OPERATIONS SHALL BE FOLLOWED IN THE O GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC ~ ~ ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. ' CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE Q', THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN 6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FOOT STANDARD INDEX N0.' 17346, ON- SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS SHEETS 1-7. PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. r-I z W ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS rl o ~ 3, ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET w I O BEFORE ENTERING A CONSTRUCTION AREA. 7. CONTRACTOR SHALL TRIM TA K AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE SANITARY SEWER TESTING AND INSPECTION RE UIREP C, ~ REQUIREMENT NOTES FORTH IN THE MANUAL;ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. Q o ~ ~ ili NEW PAVEMENT MEETS EXISTING PAVEMENT. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. ~ A VISUAL INSPECTION BY THE OWNER'S ~ ~ ~ 17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INS INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION 0 B ER HAY BALES ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS I ~ 48 HOURS IN ADVANCE TO SCHEDULE w w w 8. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATI N ARRI PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, INSPECTION. 4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE o o w SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER. THE FINAL RECORD AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER ALL APPLICABLE SAFETY; REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED a a uii FOR THE CONTRACTOR'S .INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL 1. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE Y Y ~ m 2, DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER PIPING SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND OR AUTHORITIES. AND RELATED APPURTENANCES BOTH ABOVE AND BELOW GROUND, ALL CHANGES / E ' TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF UTILITIES & g, IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION THE CONTRACTOR F F F APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT ' W W W SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ~ f ~ MATERIAL, CLASS, ETC. ACCEPTABLE METHODS: S Z LL LL LL Q N 10, THERE IS TO BE NO DISCHARGE I.E. PUMPING, SHEEP FLOW, SWALE, DITCH, ETC. 3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL ( ) 000 I- INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE a U U U ~ CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A ~~G! U ~ 4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO aow.a w RELOCATION SHALL BE CLEARLY SHOWN. CONSTRUCTION. 5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND 0 0 o w N PREFERABLY THREE (3) PERMANENT POINTS. o ~ ~ Q 'v ~ o O m z ~ N ~M/ ~I1 Z 3 LL > ~ VJ ~ O Z VJ . 0 ` PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS ~~~Apall+wa k~,,, r ~1n'r ~~t ~ ~ F f~ 1~~}yr~~ w~x~~+ J~ 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE m" ' SOILS ENGINEER. i -i- r# r h 0 •U 2. 501LS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION . ~ ~ tad'" I TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER 0 ifa~ 1 w All , W p ZkCT~ , uy+' },4k, i ~+yy~ "a '1 V p i~ IrKi 3 yy 3. OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL ' REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT) FOR 1a I vdN i ~~~i tl It Z ~ISd~.iN 1^1 ~ t u~ e° 0 THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED. ' 0 e~*au,m ~ ' ~ ~ ~ ~ ~ rye; 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT L GC~C~1D~f~® p~~~~ ~~'~~~~1~~ ~~~~~~~~~8~~~~ AND COMMENCING CONSTRUCTION. m r U m~ MAY 3 Q 2001 Pao~E~T#: 5z~ ORGINAL DATE: 1027.08 3 0 KED BY: KEZ NEIGHQORN BY: HAZ DEVE2!f i m CITY O ET N0, o E 0 m Z z° c ISSUED FOR CONS2 OF ISSUE DATE: 03 . 3c L co 7 im CIVIL ENGINEERING f LANDSCAPE ARCHITECTURE PLANNING i ' EXISTING TREE CANOPIES 7z.4a , TO REMAIN ~ -------_-_-________-._--?rj--+V-_~~?._..i`~.~--_..~L___+ TR BARRIC~A E EXISTING 2" W.M. ¦I ~ d , , - ~ - - -I- - ~ 72..7 12.55 ~ ~~1F--~~~_ rc.ll -I-71.96 - w,l !J w wr7 Vria wia wra ~°Jr, ala brrt vra W,. w~, fi'vE 12 2 ~,y ~ WM ----'dM id P4 ,M r.... WPt WM ~dM ~ /'2 91 1123 PL 72.5? IOUB i > TOP = 72.94 72.94 ~ ~1&{7z aq- _ %2.zs ~ ~ ?z.1°. 72.1 \ 71.ea Dh1H C -f-x3.29 a -"-1r1FFi - --F- - NO ACCESS p1b z.t5 % 7? 1.',•',~ loon 71.fsG 1128 ,1 s~ 7 z.7e 1;,0 1 Ilo4 72:?~-_ 12 3 HRQAT _ c~_"~> / i _ .7[..._, -~..ii.12 5 ~2U8 L~IE.1 b,~ THROAT 72.41 T~!F' 72. ~ l QS ~ 77 40 / / f L D~ ,rF D IvIB le1p~ 1 15 - 7~g0~ - S A. ~ L , 1-J ~ - 1 r 7Z.L T.S~ .TIE 'dd = 68.87/ / r , ' ~ _ - 1 i r n'a" I RIM = 73.55 ~ ~ " hIH A ~ ~ t~' v y > "2.t - r ~ 10F 1 I f r 2~ 2.; \I 7l.G IE N - ,J~.~7-., 73,40 / V _ -_-----._~..'_-------:f:----- _ _ E ~ = ~ .21 ~..~72.3 TFV SIP. r" 1v /i n. ~ u -I __I_...._.._~3.__-~'--tv_ -y-.- KEITH ZAYAC & IE S = 5 .65 r~` - r-' ~ 7., #4~ a_a~' yy ,~1~16~fibJ.i~1J~ - - 3 2.19 ;2.22 s3h }iIM = 1 ~ 1 = c r \ ;}tj4 ASSOCIATES, IE E - b3.7_6 ~ ` ~ r•'7~ > \ /5. ''!I- F 1 I€~~'~~~~~~ ~ t`u?,:1_i~;~~::_ IN C . 1129 17 4„et ~ ~ ~ ~ ' - ~;-z.e~- - - - -~--CL-r ` 5--- 'CLAY \ i ~ I SMH C 72.3; ~ 11 6 ~ ~ ~ / ~ 1228 12 4 I ' u ~ u 7311 72fl5 <r a; PLL PLL J L~ , ~ ~ tfj ~~~.0 _ 6 ~ pa (727) 793-9888 ~ 7.0' 72.<t2 r r 73.06 r _a - ~ /2 i5~ ~ W~p (G71 7~2° ;o~ ' r 73.30 I2~5 Is~'4. - :i.21 1t'u.~ r~ o a ..9 72.55 't.F' 701 ENTERPRISE ROAD E, STE 404 GRAPHIC SCALE SAFETY HARBOR, FL 34695 i. ( PL' j : Fil_ ! L - °77.`... r', IiIL zo o m zo ao £ _ _ _ _ LJ 1135 I ~ ~ t~r ~ 71.96 7;_,8r, - - 7273 RIM = 72 40 THRenT ~ ~ U) TEMP ARY SILT (IN FEET) WWW.KEITHZAYAC.COM _ ~ 7z.s1 #23 ~ ~ ~3.2e ~ ~ IE N - 69.42 E ISTIN 1~~' W. ~o,o ~A~ FE LOCATION 7a. 5 £ 7..23 ~ T 1 inch = 20 ft. EB 9351 ~ LC 2600212 11J0 a ~ E6R '3.19 PLL - 72.90 DhdH 6 ~ i 7 w {3~ ~ - I 133.. 725. ~ £ ~ c. ~6 - + '1936 ©LD ~ 72.2 - 72 5'-T SAW UT ISTING ' 6 3' 4 ~ VALL Y C B PL ~ T' ~t I ~ ~ ~ - -72.68 72,6 ~ O x3.18 ,1 7~ ~0 ~ _+.~,6 i 51J7 6L0 r .55 ~ I X72.8 C~ ~ 12`L7 w c± I % ~2G 73.43 1 1' 1 ~ ~ 10" j PLL '".04 i 27 ; ~ ~ , e 1 30 Z `in ~ 72.3 7'.41 PL3 S I 26 F~~~iC ;~DDITIOh~I + LEGEND ~ ~ ~ ~ CONTRACTOR SHALL. REMOVE N~ LOCATE k' # f,~ s.s , ` OVERHEAD WIRES AND POLES S E ESSARY -{7` F' ~'z 5 TO TEivI PLE i , TYP. ~ ( u TERRACE X72.9 72.~ C-,~ 77`1 a ~ NE 41 9 6 I ~ i ~ T2. W:i 23. r' if 8 , 7r, 72.3 , t - ' H:.~,~ - ~ ~ 122 I EXISTING TREE TO BE REMOVED ~ ~ ~ - `2JT~ ' BLOCK _ I ~ ;2.63 I 7'.9~ ~ 1'~1 19B ~ I ~ \ I 7?_.4 7 .4. -7 .09 - 12 6 -.-/2~6i I f 1::.4 6,~„7.8,A , P L PAL 1206 I -1- , C, ° ~y " ` 1 I ~l ® ~ 372.64 3,,,.=° X24 ~ ~ I ~G.~ .~~19 ._11 ~-;!2.: ~ ® I , . 17p - ~~i - ,1-, J~ 17 . ,1~i~9 .i r ~ - ~ I > PAVEMENT TO BE REMOVED -r~ f~; s 7- - - . ^ 7 h . 4N ; ' - 5,J 75.x)' R .!24 c 7 J / ~ _7°.2 % \ TS •:2- 47R,-'.~3-'? 1 , r a r~'Z,*`~'f'U1 ~$?S'--~-f+-C~g ; _ -~'ri=----_....._ f:- ~ ~V 6g / 4 - PN, I gab; tole ~>=x.. J . - - - - u0L ~ \ , ~ ~ ~t2.a 51R v ~s - _ n c- ~ -s 1 ~ ICI - /7_.54 58J~?~_~I"E L ~ /<u ~ r{,(~ I' l~) .~1P ~ crd` y 1k,.2 ( ~z19 _ (1 ~ ~ 175.!)(}' I ~ " ~ J _ 13" F _ EXISTING SIGNS AND FIXTURES TO BE REMOVED ~ 73.f,21226 ,s.,~ 2,D IE N ~ sa.~1 1 O I +2:', 11-- y ' I p 73.53 2.59 ter'"; - r 5@ t ~ ~ # r ~.7 h I ® I I , ~d LL o4 ~ 12.x9 ~ ~72J - L B.7s ~ I . R MOV EXISTI INL ~ I D x`72.74 IE ~ = 6 ~ ~ I.~ IPIGRr.~.,; EORES91 _~..;~;,1•~ E E ca 115 ~?~5 ?na uTIUTY EASEMENn -_R._ ' I , ~-J3.O0 2.36 y I \ - - - - - DEMOLITION LIMITS ® ~ ~ CONNECT AND PA CH ~ ~ _ ~r LINE pF LAP1D GF L\~1~L ~!hdG /''r,1D IP1 P;;RT LINE OF LAPIS NC~tr~ OR ~ ARV spa ~ i v ; I EXISTING 24" CP ~ /'q~'~II',,1 a.:. ~ FCIRMER1y, OF Ha.~RYy'd- a9A,GfdE::R /,rdD Ifs PART LIPIE OF LAPID NOW OF I - - - _ - - / ` ~ ~ ~ ~ ~ rort~LRl_r or' o. N!~I~I_I1~'~, 72.8 ~ ~ I ' 12 9. ~W 59,92 ~ I } 1 3~/ ~ JfC34 -1-73 7 7aP1 73.3 -'2 ~1 72.. C)) - SILT FENCE ~ 7 .TK ~ oM p ~ -h ' T > I I J 7369 P ' _ a~ jy TLA.IViER ~ ~ ~ _ I LLJ 18 - -I~`3.a 1~1:fL1 L 4r' V " ' TREE BARRICADE 20 1 s 20 WOOD # 'L- # #10 I x.18 o.. - 1~* ~,I~ 9 r4.,r 14'1 "15"1S" 1 4051 407 1 408 4!)5 Q ~ ? I 521183 Cl)r, PJ 156~if , ,z-~..._ -i-7;i;h05. 2 . 14041403402 x101 , \ JCL r2. 3 --t - - ~ 75.0: ,1f 75JJLd4:~44~t.Ta{~lS1 t`.~4r 1±GO~'-.i A ~~4.00' 1 L;E6 ,,q~..,, 6 fEf.,Lb _ BOLDL~LI30LL'OL Br: '1 -1..~.T6 _ ~ \ _ 1~', Q 74.39 ~ ~ " ~ ~ chi, - - --..-801__ ~,~i~?~I-(j,Cl.,t1 9'3 ~ l ¦ ¦ ~ PROJECT BOUNDARY w 3 ~ ~`a1 , '71s.9i i ~ 1 P '~J ~i LL6. .to., i4. d I . iu I " y I I 7 ~ 72.66 - 1lD o. n,~ r - - ' ~ 5. ~ I rz ,s #13 I s ,-73.14 .A C A7„ti OF - 7~~01 TS _ ~ 9s4,~~~ 7 I I I ~ PM I 8 A ~,n F~ - j'<.7 I 1331r ~ / . I ~ zz, ~ 17~ + - %4~IS r I I ~ .22 r~, S fl I .i ~~6 p / W a 7r ~r i r.k83 i.., , I ~ ~~d5 tiiI _ MPD ILT 16 ~ Q ~ ~ w FENCE A ON G-7 - I .C ~ ~ I , r.'i II ~ ~ i i (TYP.) ~ _ - - - ~,.:,-h I v, z ~ +r'~,IZ a , ~ ~ ~ I N cw ~a , ~ = = ra '1 hK`% 42r ~~:.4i, ,~.;It I ~ I ~ ,4.1J - Z ~ ~ ~ ~ ~ ~ w ~ N r, ~ T.66 d r'.~. - 7~.ti3 .,-7'x.3 yS~ i...-------R, I „ , 1 OJ ~~1 :6 E - - , i -E cyktl8 1-------- 1 A. 3'X2"X2" x~ ~ a '2.99 ,~r~ ~ I I'Sluf''F,,~~ ~.ZS 1 -1-.3.11 REM VE EXIS t~ 7..2 I.n41~4io - ~ \ / B. 4' - 5' ~ ~ ~ CON RETE ~ 7 Vd S 1'' - J' °Fi T E -r ~ - ~1'~','i 14 1, ~~r ~ i ~ L~L ~ .6. r - J ,L~ r ~ ~ ASP ALT PA ENT ,I (.0 ~y~ 1 ~ d ~ N~~a ~~3.(. . ~ - , t.~ C..-1 " X 4" 3,50 ~ a ~.r ~ / G'~ - I ~ f ~TYCG 123 ~ 2.37 4 - ~ 7-- ~ E~ ~ ".Er. _,,,a I(' U F'; i A i PA ~ 73.33 -_I _H r ,tC f,[' A _ R ~ -ry~7y , .9. ' \ w w ~ ~ L'-I I t~1 , - - ~ ',,9^ EXISTING TREE CANOPY -~7 • ..~.z - - - - ,4. 9 -4-7'3:38 - 3.'`, y ?~223 ~ 7., , - H 3.36 _ .5 I u~"~ - - 81 ~ _ tEl° ~ I p., - # I ~ ~ ~ w _ ~ 4~'~~,3', r I ~ ~ O ~.7 ,4 .5~ ~ P14~8 '3.0rh' l i7 ~ - -7 .6` r-~ i-7.%~0~-~ - / o ~ _ C~ ~ Pi~1T?"_ 9r t 1' / W00 BARRIE '.WOOD BARRIER ~ ~ O ~ w _ ~ -r ~ S 5.116 t',i,4 / p / E r , 224 ~ n 4~~G - B ~ Q ?3.83 I j ~ -1'S.7o '_.i - Pl~ _ I _ - I !~~'n :.1 ROOTS TO BE PRUNED I 73.18. .B~ ~ Z w J. I I .f'_H I ..I-7`559 C7 c , ~ 3 ~ %3.16 G = 7':.6` i e ~ - I AT UTILITY AREA I _ 0 A C rl o ~ 1 4 u 1-~ _ _ ; l r! Y JG ,.5 ; 1 /r ~ ; 1 ^ ~ I i!'' ~ I -f-73 rbG tr ' - ~7"..z7 I w l ¢ ~ U U ui 1 ~ i z~ ° c I~ 5 ~ ~I~#~~~-1 ~.~,y:' T6i~;~, ELr .,U y z r - , 4 ,3 : `171 - 1 " co i - - - - _ ~ 113.41, ~>1 ,n PSI is I L I ld l f I I~ I-i ' 1 2/3 DRIPLINE FULL DRIPLINE I F ~ _ _ 3 p• s ~ , /rJ ' ~ ~ II~. ~~,o POLE. 1 I 7~1 6S of ' `2~ r,'~'Il / i -h73.s4 !1...-------- FULL DRIPLINE ~ ~ _ a a ~ ~ ( ~ F~~r.~"x3" FIR I~ V r _ ~t / HARDWOODS p~ ~ - - ' 73.55.4 _ 1 ~ ~ R S 1., I ~ ( ~ 0 72 h 0.31' > , i L 3„ ~ ..,r 1, ~ . ~ - r ~~~y:--esl~r3:U--~rFr~CJ ~iXaJ,~-i-~-- °t ]1.,.~ ~ _ . _-f-B ~ . 1 107 C21. ~ .I ~ r..5'r.. / 7.5. L - - -~"n d~.5''#',.~ colt -i, Y Y ~ m NOT ASEIUILT ,3. , „ ~ - ~ 7' _ 5.~3 ~ ..q~ ^ ).l J r'< o "w~`~~ si-`~-+- I ..6 ~r,.J.l - 73.04 7 _.-~~2 °G , . ~J~~' t~,',B. - 7 ~ 4~~ __...73 f°s~----- ~ r-----~-1--u ~ _ _ - - - - - - t-52 E ' • • ran - 3..., _ . - , ~ ThdFl ~ _ 51 V 1 ' 72, fi:} t r a 41i1 w,a ~,Mf> - N _ _ _ tl_ " - % - ^;._(j( EXISTING 8" W.M. a f. _1 ~ ~f. ~ w;, ~ -r \ I _ _ VL w'"' I~~ u,,-...,».f?......[~ r2.,9 - -,V ~a__..__._ _ _ . r~ - -2j--__~~__. :_J~1__.. 'l><'G~_-19r~ i ems, 1 ~ - ` W.M. ~ H ~ i I V ~ i LFLI 31 , , r,~ _ , ----r7~.~ 1t .al®., w w w I I ~ ~ A EXISTING B" SAN. I i IE 5 69.18 ` ' h 3 B" SAN. o ~ ~ RIM 73.48 s - - I~ /1._ _ , r c I EXISTING SIDEWALK N 67,85 ~ • • SAWCUT EXISTING ~ ~c1 ' ~ TREE BARRICADE ~ ~ ~ o a ~ ~ TO REMAIN Rlhai = 72.66- VALLEY CURB ~L"' ° l .114 - ~'•'s' i x 0. _ ~ 146v' 1~~ 67.83 lip PI = 6i.04 i If__ i;':, . ~ 000 j IF--E - q 14d \ I I _ vu _ _ , PLI 3 I LI ~ , WHY A BARRIER? ~ ~ ~ a 3 - ~ . 1 ~ X111 ~ - SANITARY SEINER DATA FROM ,~IPlr,~l G{?AWHI~if~!.?1 '','-LI~`;' C ~ ~T(,E._~~ 1. TO PROTECT ALL THE ABOVE GROUND PROTIONS OF THE TREE FROM DAMAGE. ~ ~ ~ ~ - ~ ia.59 ~REW STI~ET L'.R. ,r}'1$ 100.o'~I?'W CITY OF CLEARWATER AT~.AS GoP'FECT~t1~gi~ir3~ Z TO PROTECT SOIL NEAR TREE FROM COMPACTION AND PREVENT ROOT DAMAGE. a a a 0 ~ / 14/2 x190 USE DI 1 .~'Jt r~T ' . I FI . r.. -f~ , I_L2 r ` 3. TO PROVIDE PHYSICAL AND MENTAL AWARENESS OF TREE'S PRESENCE TO EQUIPMENT ~ ~ ~ o!~~ _ 100 R!W 471 )'I OPERATORS AND CONTRACTORS TO MAKE IT WORK rn _ _ _ 7--295-16E - , - rJ.1h 3 COIC _..2.''41 ~ -__-{'r3:5~;9-__._.._..._--.__~-i3-=-~--JS~~_..._.. fly(?-. .1.4,~..___..__~..._.._.._.. I 1. PLANT NO HEAVY EQUIPMENT INSIDE BARRIER; ONLY. HAND LABOR. so - ----h -------f-;: q,i-_;,~L_..._. ~ I-73=r3-__ ~ ~._i-t~+'~--`-= -_r..--_ II ~ { ~ o~D f 1451 1452 x5.67 I T4.1 80 ("i'P1C IViEDI aN 73.00 2. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS INSIDE BARRIER AREA. o o a w N 3 -r.7a -73.62 ~ --~tTr--'---- , 3.1:., ~r.T I x'.51 I PLL PLL /3A2 I~.aO - ;3.08 -.____--._-------_____-°-1-,,, BY OBSERVING THESE TWO SIMPLE RULES A TREE'S CHANCE FOR SURVIVAL IS c ~ ~ Q = f , t. d6 r?< 53 1 GREATLY IMPROVED! ~ ~ o 0 aJ SPECIFICATIONS OF INSTALLING A BARRIER r N O m AT A IN TW I T F NCES TCH G OSL E ° 1. MINIMUM RADIUS TO BE PROTECTED: Z = FLTER FABRIC A. PINES -DRIPLINE OR 6', WHICHEVER IS GREATER. ~ W ~ - fA -~^O~~Z,.f!) ° MATERIAL SECURELY SPACING OF POSTS TREE REMOVAL LIST B. ALL OTHER TREES INCLUDING HARDWOODS, 2/3 OF THE DRIPLINE OR 6' n ~~tt~~~sa~ FASTENED TO THE TO BE 6-10 FEET APART FILTER FABRIC , ~ POSTS OR IF USED APPROXIMATELY 8 MATERIAL WHICHEVER IS GREATER. ~r+~~~r9 ~ ~ ; ~ o . 2. METHOD OF ERECTION (SEE DIAGRAM) ~rr~l ~ raw:rW; a t j THE WIRE MESH INCHES OF FLTER PLACE THE END Tree Number Size Tie A. MINIMUM HEIGHT OF UPRIGHTS 3' AND NO LESS THAN 2" X 2" LUMBER. r,~' ~ ~ F o FABRIC MATERIAL POST OF THE MUST EXTEND INTO 6 8~~ Laurel Oak ureloak B. UPRIGHTS SHOULD BE SPACED AT NO MORE THAN 4' - 5' INTERVALS. ~w o, A TRENCH AND BE SECOND FENCE 7 7 Laurel Oak INSIDE THE END 8 6" Laurel Oak ~ ANCHORED WITH POST OF THE urel0ak C. HORIZONTAL MEMBERS OF NO LESS THAT 1 X 4 LUMBER. F~a, l,r~ COMPACTED 9 6" Laurel Oak urel0ak ~ ~ •y~ j . p nrel Oak d ~ y } ~ c~; mk ~ BACKFlLL MATERIAL FlRST FENCE 10 19 15 19 Laurel0ak 16 - ~ Cabbage Palm ibagePalm BEFORE PERMIT ~ ' 3 ~ ° ~ 17 - Cabbage Palm ~ WOOD OR ROTATE BOTH ~ 18 28" Laurel Oak ~bagePalm 1. BARRIERS ARE TO BE ERECTED AROUND ALL TREES 4" DBH AND GREATER TO REMAIN. ~W' , t, urel0ak ~ r ~ ~ ~ w~~ ° STEEL POST POSTS AT LEAST 180 DEGREES IN 19 8",8",4" HangKangOn:hid mgxongOn:hid THIS MUST BE DONE BEFORE CONSTRUCTION, GRADING, OR ANY TREES ARE REMO ~ ~°~""~~~u s - A CLOCKWISE 20 14" Laurel Oak ~ RUNOFF DIRECTION TO 21 19",12" Camphor un;loak 2. BARRIERS ARE TO REMAIN N PLACE UNTIL ALL PAVING AND CONSTRUCTION AR A ~9] ~ ~ ~~~~s~',,."'N tl0#6t91AB~ N unphor ~ ~ ~ ~ ~ ~ ~ Lf ~ CtU ~ ~ ~ ~ r ti" w j ~ CREATE A TIGHT 22 13" Laurel0ak urel0ak DONE AND HEAVY EQUIPMENT S OUT OF THE AREA. i r~' r ~ SEAL WITH THE j%%~~ 23 43" Laurel Oak ~ ~ ~ FABRIC MATERIAL %/''r 24 19" Laurel Oak ureloak 3. TREES 4" DBH AND GREATER THAT ARE LOCATED WITHIN 10' OF THE LOT UNDE ~ C ~ ~ ~ m~ un;loak CONSTRUCTION SHALL ALSO BE PROTECTED BY A BARRICADE. - ~ FOR ADDITIONAL STRENGTH ~ ~ \ 25 ID" Live Oak FLTER FABRIC MATERIAL CAN ?e0ak nn PROJECT#; 52 6 ~ BE ATTACHED TO A 6-INCH MAX 26 5" Live Oak a 10 INCHES ~ ~ ~ ~ DIRECTION OF RUNOFF WATERS ~ ~ 27 1D" Ma le re Oak ~QY 3.V ~po7 ORGINALDATE: 10.27.08 aple \ . f~AFCH WIRE CCRFFiJ IMdICN NAC P o (MIN)\\~\ j DRIVE BOTH APPROXIMATE BACKFlLLED TRENCH BEEN FASTENED TO THE POSTS L° ~ J CHECKED BY: KEZ 4-INCH BY DEVELOPMENT & 4-INCH TRENCH POSTS ABOUT 10 lip INCHES INTO THE GROUND AND NEIGHBORHOOD SERVICES DRAWN BY: HAZ BURY FLAP CITY OF CLEARWATER SHEET NO. o E mz E rn TEMPORARY SILT FENCE DETAIL z c ISSUED FOR CONSTRUCTION 3 OF 11 e NTS ISSUE DATE: 03.19.2007 ~o I , CIVIL ENGINEERING i 5' CONCRETE PUBLIC LANDSCAPE. ARCHITECTURE I ~ SIDEWALK TO BE ` ' PLANNING I TALLED Q GRADE TYP. I ) I3 72.48 I (1) H.. RASP _ _ __NORMAN DRIVE ~ , l_--== (~tiT`"_i-~_._-~T._.~,~~__,~;.. EXISTING 2" W.M. ss wvu- - -~-I- '2 ~ _ ~ ~ ( ~ - , 2.l i '2 72.34 ~r,-- Q~ii , M 4114 ~ ~ ~ ~ T'„_.... .JM 'olh~ "y1r1'~----- ~•ew Wrt ~ni w, . r 7.11 _ ...-'I°71.o6 2 I ~ ~ ~'/ka e~^{•-°4f~~~_.~ k,M Wh ,~rw ,'b1 1r'Pi ,,~p-0 •m...,._. ~,.tq .-„W LEGEND - 1123 2N7 - 5~ IC03 ~ .2._. 72.9a 72 40 723E1 j ,Y.i'l. v ' TOP = 72.9} DMH C ~ 72.1 71.94 F----~- \ ~ I-- ~ TYP TYPICAL NO ACCE:,S 2.23 ~ / ~ 'v i..• ~ ,2:. ' - - ---`I-"l .~"t ~z- a__ 2' SIDEWALK SH ER J1.o9 , : ~ 17z.7a '1 / ~ r~~•; \ 100 _ i ~i!aa~~ Roar , / ~ _ ..~-72..1 ~ C ~ ~2.ar3 ~ H/C HANDICAP mRanr FLEA ~JE ~ ; :s FI 7 J ,f~GH ~ z.10 / / PI,~,E kvG Mti . ~ - S i1---~ l ? .a, T 14 = 61,.8,,;:" r n°F3° t ~ r I' t t -i-:• , R RADIUS ~ ,3.aL t ® V _ IE L ~ 21 ~~1~,G3, "fRV 51 r 1 /t'`nQ"! ' _ - --#3.~-_._-1 - - r rl 1 f . R/W RIGHT-OF-WAY KEITH ZAYAC & I - 5 ~ t7 ~a t ?`.2 ~ ~u~~bb5.1)U _ (1) R~1 T P" 2.19 Zz2 ltas _ .2,61 ,.I - ~ ~ ~ ~ ~0~ ~ 1 i7 _ (5fi._...~.._..,,,.,.,_.,,_~ _r ' .1. $ •.4L 7L.44 .1 ,F) t \ \ ~t;:.1/` 7,-5 i2a6 '}M ,I ~r9 _-._,..__.._-______^A...._....._-.__....,.. IE E = 63.26 (1) 4 72.7:; t I v~ 2v ®5 / ~ 1 75.0 (P, F') 11~~'~9F_t" '~~7r~~,:,;~,~ 1129 ? 1 ~ A # 74.0 ~ n. L~ HANDICAP PARKING ASSOCIATES, ~.a~-- ~ ~IG T TU N ON-~X ~~-s - ~ C ~~~-72.v.,~ / I / SMH C ;2.37 ~i S 1 B•• I ~ ~ 73.0 INC. PROPOSED CURB 1223 2 4 I cs, u1 _ MAT 7~[$(1STIN I : ` ' I PL't LLB I ~ ~ 72.0 c; I CURB & GUTTE I i P'. 2Ki1°~O1 r, - - - - PROPERTY LINE (727) 793-9888 1>~) 73!J3 71.88. ^ a :i TRY SIG I:.: ; _ ?L. 2 73. It T 9 - 2 40 lS1 -x -qq " MAX H 125 r701071 ~ ° ~ ~ ~ 725' , ,,..,HY a. ,7.21 3`2.9D ;=7 _ ~72?s ~ • ~ I ` - - . '_t 1700 _ 1 ~ ~ MPSTER PAD & ENCLOSURE " ~ ~ 701 ENTERPRISE ROAD E, STE 404 GRAPHIC SCALE PROPOSED CONCRETE PAVEMENT - ~;.--C-1., ,t._~ (I) H.C. R I- i ~ ~ e:. DER INDEX# 701. CITY OF ' SAFETY HARBOR, FL 34695 20 0 10 20 40 ''ti PE FDOT IN E~( \ _ _ ~ _ - - c~t CLEARWATER SEE SHEET 9 / 1135 I ~ I iT ( ) - < ~ 1'pe T X304 (T1~P. ~ : STORMMIA R„~PON~D3 ~ 1 RIP.4 - 72.90 ~ -72. ~3 „ I ~ ~ TOB 74.~J0 1 5TY DUMF~STER EXTERIOR FINISH ~ iN ~ ' INTERIOR LANDSCAPE IE N = 69.42 ` E ISTIN 7~~' W. # 1'!7D ~ ~a ~ ; _ ;,,.,5 I ~,.2• o o y. BOTTOM- 71~~0 Iv1A,S I TO.~t;,tATCH BUILDING. "/''~/'~•f WWW.KEITHZAYAC.COM 1 inch = 20 ft. so PLL ~ ~ EEt~ ' I , ii ` ;2.5 DrriH e VAL Y G TTER PEf~ ~ t.' I PROPOSED ZONING ee east ~ ~c 2soo2~2 ~ ~ I y I PI ELL COUNTY I 3 w , ~ ° A FFE-72.91 13. ~ 72.5 , I EX #13151 ~ I r'Iq;, rr. ..~ir:w - y., rn- r'~•r: iF,3Ir Mi PROPOSED ZONING LIMIT ,303 - C` I / i; i / ~I-t ~ ei , ~ r .~Si i,.: / C3~1'.I,, PL ~ do r.av{~~; <rvr .~r r? I - - I 1 ti f- : , - f~.SCONCRETE „ ~ ~ ; 3.18 Is ~ . ~ . r- ' 1 --2~, ~ zj ' , BLLi •L 8 ITE STRI 3 F5 to I I i r• A.`; ~ ~ `.,t ~ 72.F I 'SIDEWALK (TYP.} 4 ~ TYP ~ ~ G ~ T 8" 7 TRI J " ~ STRAIG T ' ~ i _ ~ 6' HEIGHT PRECAST MASONRY a3S I - ~ . , w. . PLL 7 1' I I - CURB TYF1 7 ~ I WALL WITH DRILLED COLUMNS I 7a D+ f S ) , SITE DATA: ~ ~ 3' R 7 NSI110N ~ 4'~ CONC. _ • ° ~ (NO FOOLING ON WALL SECTIONS) ,?z ~ ? - ~ ~ PONE PA II• , g,~ DOT #30 ° # 6 F1F'~~T ,4DC?I ~ 6 I ^ , 1~ G ~ ~ ~ p ~ . - ~ ~~d 72.6 1 I ~ "7 ~ ~ °-C E ,4 8. f<1 ~ CONCRETE+AT D _ TEIvIPI v 1. ENGINEER/LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. ~ ~ ~ ~ i I CONCRETE, -,..I - ~tr rn ~ rn R.;CC I,:; I ;-.s_ r ~ ~TZ 4 i SIDE A ROUGH ~ ~ ~ I L. G S A ,.n~ PAVEMENT 25 ENTRANCES, AISL 701 ENTERPRISE ROAD EAST, SUITE 404 ~ I DRIVE A P R FDOT a I PARKING ETC ~('SBd-1 ~G ' I i z.an ~ , 400 t 8. TH EK 6" THI,Ck ~ .SAFETY HARBOR, FL 34695 ~ ~ ' INDE 1 (G 14) I 2-.;• ~~~8>, ~ , -.,n I~ 3000 psi -AND 6" ~ • ~ c-=.:~ 5' FOUNDATION ?2.a _ _ - ~Li1 ~ --UNI~~RGROUND THICK WITH WWF. LANDSCAPE AREA + ~ (727) 793-9888 Bus a 6" S ID WHITE S ~ f2 :3 - C 10 BLOI;K 2 I ,z a {727) 793-9855 Fax TH STIC 11E ~22 FFICE ~ . DANK LO AT ~1 _~a LMDR + ~ I 7 .09 ; _ ~ 72.ISC _ + - I / LIE FDOT ~ L , ~ ~ A ~ _ a,_s:; ;,.4, r°,E",~°,a t ( 2. SITE ADDRESS: 2212 DREW STREET ~ ® ® ~ rn ~~n~ ~ 7`Lq. I r`~~° )'1- - .23 I / i I E 17346 3I'~ X24 r y 18' .J I ~ ® I , 1~0, ~q,~ I<. n.yf I ~-1:rt '~'t9 ZZ' ,'71 S~D 7,r7.U~.., c r 2.~1. ~,ll.~~~' 1 ( / CLEARWATER, FL 33765 • 2~ x(31 --w _I ~ 3.,:,i: ~ E?"`. rz. -r4~ , g a ,:~'a^~S._-s f-..:, rl-.'~, I 7 , ~ _ y _._-_._h_L~_:-n. / 17~~% ~ / / _ I ~ ~ ,f,.,~ ~sr _E~i e ~ a pvs+ u' ~ 7~~~~ ~~yyEt~s~c r ;rt~ r' , .f-a4,.. Jy J `1i- - i5 z - i i , _ PARCEL ID: 07/29/16/90126/004/0010 r~ Y I I 1P32 12'13 _ G = ~4 .,~`Ii ~i ' ;,~C.j ~ i ' ~i I 17~.~ I r . _ _ , ~~IP. A ~ 13^ l ca~c i 1226 ` n I C ~ / I O : LS . q I 73.62 _ ; a'.t , 11 ca - ~ i~ I I 10„_ i. I L - 7x53 LL, 59 12 0 y~2D$; IL IJ ,.I I 727 i 1 , s i+- • ~I I'i3.?~i I 1 ~ I PLL (1' ci '1 .,2,~. I~~ , 7G 1, 158.3 + r ::rK ia': 4' ----I'-- -i... 4:: r 07/29/16/90126/004/0020 L , ~ cA~ I ~ ~ 1 I r ~ 0 _ - - I.IPIE ) ~ ~ . I ~~F lh.U`rC~ , -,f) II`1 FART LIP1E ClF LANG t I ' G;- I._ "~.1 I v / 07/29/16/00000/330/1200 ® ~ ~ I O ~ ~ f„-~"~ : 6 ,I ~c , hORM RLY ' t H .`rl f ~d. tNi :E.'? r~.`dLl 1~~1 PART LINE OF LAND r10~^ UF?) r~~~`,. I ~ ~ `v / I PJ ~t8 - ~ 07/29/16/90126/004/0300 ' r. 1! ';)t1+ =I U''392 F.,Fn~Rl~r' C. FH~I-. I I#6 5' 11` ~ : 1 _3 ~ , 2' , 1 S~ ~ 1. 3.a 07/29/16/90126/004/0290 ~ a` , - ~ r .7:'li: < ~ ~ ~ + 18 TYP ii = ~ r. ~ r? ( 73 09 P ~ r _ ~ . ~A'. PINELLAS COUNTY I I ~ ( ) AI r'~ i ~ r v, I ' ?P SIGH TRIANGLES C ~ V ~ ~ ~ ~ I ' \ I ~ i , I L,J 1 I ~oct) #18 I 10 _ EXISTING ZONING: "C-2" (COUNTY) / R-4 (COUNTY) / "O" (OFFICE) ~.t ~ =A . 1;178 i:„ ~ 5 . 5 - _Il 1419 7 *M1IO 14 714OQ }I 5 ? ~ ~ / - ~ _ ~1. 921133 6_ t,~l ~~a~ h CE I, ~I IC:~_---- h ~~~~I--- s.0o f~ ~-k 5 ~a i~n~ i ,A, I ~ i / v ' _ ' PROPOSED ZONING: "C" (COMMERCIAL) / (LMDR) / "O" {OFFICE) W Z ~ 4:d7. a.Ot ~EnCE~ 1~ FEN 6 t ; 15~'EL'E F, PI rb , F B, L UL 13D pp I'f / ~-t V Q _ _ 7 9.3 . _ : _ ~ . , i~#d , _ 7~~-? 1(31:;-Fr k / - , 1 ~ ~ F~0 ' X131 . L;I r i-" t ~ , 7 r uD1 cxttia,ar> I----- I CLEA ~1 ~ OM ~ o I I . ; 2.ss 1 t, OGaT10ta PAVEME TO ' S.a3 ,I '~AS~~.~ _ I , 3. PRESENT USE RETAIL SALES I ~ PM D.. L3af1l~D BOTTOM= 4. FF~-, i~ I ` ,2 1 O ~ 2z ' : 1: r I ~ o ? ? o I + ~ ~ _NV~PJ~~NCE " \ / ~ w ~u a:.. 07 I I I i ~T - --h?5.1~ 6049tEFT - 119: w w Z ~1 CONCRETE NDER gRl rn \ I ! ~ ! _ ~ ~ 4. DEVELOPED USE RETAIL SALES ~ Q ~ c9 V i-. ~ I ~ I CANOPY T BE I I ~ , , ,ST RE. I ~ 3, I~ ~ i,,'i ~ ip~~t30 OSEI.; I I ~ O I I ~ / ~ I 4000 psi & " THICK I I , ~ F Ts.ao ~3 / 80.4' w~TH '"1 ' ~e,~la'1 - ~ I 5. TOTAL SITE AREA 47,588.86 SF (1.09fAC) ~ ~ ~ 0 j N N i) - _ I ~.~,57 I I 'u"/a° ~ ~ 75,31_/ A I J ~ ~ - 74.44 - 142E _ I °mn~° 1 --..._1 I I i~ I Fw-:~ - _ _l.~c ~ ~,7 , 7~7(r w l ~ 7.3:6 ~ a I I~---I~----- - ; ~ I I ~ t , I F T E F I ----+n 7 10 ao o° ~r ~ L 3 ~ 1 I - : • UR & UTTER ~ Q~ I I -f~; ° 1=>>.2F \ ' °„o r` ~ REQUIRED PROPOSED C'J ~ ER NDE 300 2 ~ : ~ 75.2. 3D , _ I \ / i # ~ WEST~hLI' itii20C 'hIE .;O~IiIEi-L.~' I ~~n° v~~_~•!r ~ r f ~ ::.-1 ~a ' 3,en ~ , 19GI J0' JF S. ,1 ~ .'I~ ~W 1I/n. (i; ~ I (u N ~ h to ~t, ,?~'~`''i i `v 6. SETBACKS: 25' FRONT 36.60' TO PAVEMENT (NORTH) ~l 123 2.. - - _ ~ , ? ? Q I I'- 18 ° i e ' ~~~i~//,,~ AV = 15.00' TO PAVEMENT (WEST) W W ~ ~ a 7: i -73.5 ! F ~f _t, e° 7 .3: BEL.h E G Ab1C' I)RC,u $tR SET '1.` ~ / A PA ~ i~t i~ I l) t EXISTING I 158.30' TO BUILDING (WEST) (1', TREE CANOPY I C, A_KI G WITH RAMP , -7, R ~ ' 88 ~ A ~ t I 442 I <j7 ~ ~ I ia.f?F; 4 ' ,/i. ~ ~ ; ~j I 15.00' TO PAVEMENT (SOUTH) ~ ~ W Ew-, ,3. 5 - I & O H. $I PER FDOT L•~11:, 1>~, c ~+.i ls" , J•; LL ` I I ....}pJ X #3Q , ij,.y ~ d[ F _ - / .J. _ ~~:':<.}.ti ®I #14 I 68.90 TO BUILDING (SOUTH). ~ ~ ~ i I t,l ~ ~ ~ ~ ~ I .J1 ~ r f • '7 - I n s : a.,1 r I^ / a:% r I I +ia.65 ~ ~ , 15 3.041 / i^ ~ i I-7~:D4~ / 10' SIDE 10.00' TO PAVEMENT (EAST) O ~ ~ ONU E T SIG ~a~ I~ ~ ~ ~ c' :'i/~% ~ ~ Q, I E1~,~;~2.'~ 1 ,~11' ! 20'x20/SITE VISIBILITY I I I- I I 14.00' TO BUILDING (EAST) ~ ~ ~ x'-' 7~.,1 oo r,. ~ p, TRAJk~GLE (TYP.} -~2za I k•% ~ ~ PROPOSED 1~,~~r, ) ~ I ?3.83 ~ ~ / 7~ a LIGHT POLE 5' WI -I~ SSW; LK - F LL ~ , • ~ 00 I 73.78 _ I - ~ , nWITH FLC PAINT 6.00' TO PAVEMENT {NORTH) ~ W 10.00 TO BUILDING (NORTH) ~ o l(J ~ I, :~:5: ~ SIIC~~~T `'(s~(.)FEFCT if~.F~r-~ e o ENTRY SIGN C , ~ ,.3.t - - - - - ee1 n - - - 1sT4 0 152^ 1529 ~ / I" ~B I / ' ~ ',L5.3 ,-5 .fir HI _-~,aL ~o I' ~ ~ ~ ~ C 7. ALLOWABLE MAX HEIGHT. 25' MAX z~ o ~ U ~ r 0 t / : } l~ 50 ~/./.,~'~u.'..,:•[/i,Y~'. ~sl~. ~ O i/ i Q 0 , 1:E~~2 1 `/3 i4 - \ , ~ -7.3.56 ~A - , . ~ , _ ~ ~ ~ 35 TB111. L- ~4 ) _ _ MI~7fCH EXISTING ~ .:u I <o° ~ rt` a f~'' I \t PROPOSED BLDG, HEIGHT 20'-10" ~ ~ a z `r C B & GUTTER ~ ~ N ~~~r,, ° ~ , j .4 22 a° s 14R'1'" ac ~ ~ ~ -1 t I \ st~ i'' MONUMENT ~ ~ 38' ~ ~ ~ ~ : ~ i;~- I I 8. ALL DISTURBED GRASS WITHIN RIGHT-OF-WAY SHALL BE SODDED. _ c a2 l ~ t , . c ~.~..1 _ I 7_ ~ ~Pk. \ ~ ~ I SIGN ,f, :7H f<,,aN ~ ,I~~ h;. SI ~ ~ f'OL.E t i I 2 r. 1 ~ - „ ~ ~ 6$ 51 PIS t. 21 411(1_) i ~ ~ i i I i~`~ ~'(I ~3 J4 ~ N ~ t______.__..-_ ___I 1 o. a ~ ~~pp , L,F) OL~„x 1,. = 3E: % FIR 1" , / ( \ 1'31' _ ! 73.)3 ~'4.G2 ~15 V I - Y''JCC• ~ , ' ~ ~ FPP 1 2" ~ ~ ~ - 7T ,3s=, - - ~ t~1, ` TRAFFIC CON~ROL AS PER 9. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB ~ q f--_ / ;34: 399 -F; _ -ITS., t*1.t~-{ - a `1.1 ~ r1 ~t "fi 1D ' ^.9Q ;'ZED' 31' - ~ / SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS N N ~ m ' ° ' ~ - i.r- ~ ~ n , . ~ ur -F3 l' -frf/61 -.§k ,7 6 l x ' ' _ - _ _ - - - - - - a z.~s P.J f~~r :I CWT A. GL><S i •F. <°o - 1.~;-- - ~ . _-y, Y Y ~ - - 4 `1~ ~ _ k,.~ ~ ~ ,S °"n~,o ° ` ~ 1 4 , J Vy'd1~~r~ r ,7 • , 2..611 ~ E1.. u:.:. : _ IQDI-A~UILT 1 a~ c J ~ _ ~ __._f- ~ ~ ,ua_;.._. , 5~ ~ x r-~. t. l., _ • - 10. FLOOD ZONE: wt~ ~ ifn ~~7s 7 - - ~ wv 7,js4- s,, EXISTING 8" WM, V -F1,_ a - ~ ffaF wr•-,_ - , " W,M, THIS PROPERTY LIES WITHIN FLOOD ZONE "X", ACCORDING TO THL ~ ~ ~ FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER W W W - ~ ~ F ~ I ~ LL'L 31 - : ~ 171 - ~ } f...i, r rF - _ ._s~t L,. Ill;:.; +.1 ~+?3rm... FIP, .M,mw.,. hFi ~.m - - - - - ~ '~',.~^w.~.._...,e: ti.m f ice- „I~ _ ; 'q- s• ~ ~ - L a q - I N`r EXISTING 8° SAN. I I ~ i (2) 5'x8' f~/VACUUM PAD t~' \ ~ I ~ ~ 72.15 -t ' n - -(-~1#:C- --IE-X69.1_ LIF r~- ~ I s" saN. - 1250296 AND 125139 MAP REVISED DATE SEPTEMBER 3, 2003, ~ ~ ~ PROVIDED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. I o ~ --E ~ _ - • N I \ ~ PER FDOT I DEX 2 SIDEWALK SHOULDER RIh,1 - 72.6G RIp;1 %i _ 0 0 0 0 0 MAIN ~ - ~ MATCH' EXISING } I CLEAR ZONE _ ~ CURB & GUTTER! - ,..Qr _ I #304 (T .1(106) - L--- 1.76 .8 IE ''d - 6,.0•, CONCRETE AT DRIVE I IE L = ct,~•!., 000 ~ -5-C-ON{~RETE-SIDEWALK IDEWALK THRO BOTH SIDES ;J „ . , ` I PLL3 ~-E--=__,~~&-_ N,TRANCES, AISLES, ~f~~ ) i I ~ CONN~L~1' TO PUBLIC I EW_ K - _ ~ ETC-1.O_BE__ RIVEWAI~PER-F _-_..__..._._----R~M._~2.1`,~ a U U U ~ 11. PARKING REQUIRED: 16 SPACES ~ ~ ~ R I r R-1 S~ P G. P ~ I ~ ~ IN(~ ~~XG ER D(R~k~•~fl ~rn~~.'r t~,l?;~Wa~faLTI";~1~~, 300D p i AND 6' l' ~ , I - 1 5 OP A DEX ~ ~ ,t ~ ? ,459 DREW ST ET C.R. 5 THICK WITH WWF. CI OF CLEARWA k ~.,urFE" ~ ~-u~~T~1~, I IG~ ~'I~d~IVLY SIGN 14,2 14AU 04 P. ,I I ( USE Lt.,1F.I!.._ . aaa u1 12. SITE DATA: o t-. _ I, r - ~Y GUTTER PER Ft:L2- - L~f 1; _ EXISTING: PROPOSED: RE UIRED: ~ ~ ~ I ~ I 1 OO RIW ;PINELLAS COUNTY ~ t I I A. TOTAL SITE AREA 47,588.86 SF (1.09 AC) 47,588.86 SF (1,09 AC) 10,000 S.F. caic ~ - ?W iF INDEX #1315. a92 ' rrrY, - - - 72 Pa;a-- , ~v.- ~E 14'1 J3.6, ~_L, - yy It4° I ~.:UI~~ Iv1E0A.PJ r3.3n Pt'C'I'---_--_-!,~3_t~---__.._ ..___Pif'f -__-'_''-r-; .,'~•,:1 N 3 -737`L 1-73.2 ~.-_IS___-._._.___ _ . ~ ~.D(:._---..-~_...__._--- axi B. TOTAL OPEN SPACE 19,877.12 SF (0.45 AC) 17,799.45 SF (0.40 AC) 5,416.01 S.F. (D.05 ISR MIN.) o 0 o W I PL~ PLl. ,.3,02 Li,3G - - _ ---°-___°F- - ~ ! L. S~tJ C. BUILDING & CANOPY FOOTPRINT 6,320 SF (0.14 AC) 6,630,00 SF (0.152 AC) (0.14 FAR) ° N Q o I ~~o 0 D. SIDEWALK/DECK/PAVED AREA: 21,391.74 SF (0.49 AC) 23,159.41 SF (0.53 AC) - PINELLAS COUNTY R W CONSTRUCTION NOTES: 3 0 E. TOTAL IMPERVIOUS AREA: 27,711.74 SF (0.58 ISR, 58%) 29,789.41 SF (0.62 ISR, 62%) 102,904.26 SF (0.95 ISR MAX,) ~ " " z ° F. PARKING SPACES N/A 17 SPACES (2 SPACES "LMDR") (3,030 SF) (5 SPACES/1000S,F.) ~ W - ~ - 0 Z N A. ALL RIGHT-OF-WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES G. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100 OF v (3 SPACES "OFFICE") = 16 SPACES ~ 1~'`""` t REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL. MAXIMUM DENSITY AND SODDED. m i (12 SPACES C) Q ~ , ~ ~ F . a ' ~ B. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET H. DO NOT DISTURB EXISTING UNDER DRAIN OR STORM SYSTEMS. IF FILTRATION BED G. VEHICULAR AREA 21,293.21 SF - ' " ~ r+ ~ ~ ~ o , ~ IS DISTURBED CONTACT THE AREA INSPECTOR WITH THE PINELLAS COU DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED NTY ~W , H. INTERIOR LANDSCAPE AREA 3,189.62 S.F. (15%) 2,129.32 S.F. (10%) m ~ ~ ~ W~~ ~ ORDINANCES AND MIN U S G U HIGHWAY DEPARTMENT AT 486-8900 FOR ASSISTANCE. ~ ~ 6~`m 3 IM M TE TIN FREQ ENCY REQUIREMENTS. , v r p~1~ i w w r ~ ~ ~ N ,W 0 C. SIGN AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF I. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND 13. A COMPREHENSIVE SIGN PACKAGE WILL BE SUBMITTED UNDER A SEPARATE PERMIT APPLICATION. ~ ° ° ~ DEBRIS WILL BE REMOVED FROM JOB SITE DAILY. ROADS AND SIDEWALK TO BE ~q, ;1~ti~~ ~~~o '~a ~s .;~~0 TRANSPORTATIONS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE ° > SWEPT DAILY AS PART OF DAILY CLEAN-UP. 14. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON SITE. ~ ~ ''~N FLORIDA DEPARTMENT OF TRANSPORTATIONS ROADWAY AND TRAFFIC DESIGN m ~1~~~ ~ ~~.~,,~1~oa111,y~b.,'~ 15. THERE SHALL BE A MINIMUM OF 2 FT. HORIZONTAL CLEARANCE FROM TH I[~1K .~~y a~ ° STANDARDS INDEXES 600 THROUGH 665 (LATEST EDITIONS). J. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION U TO VERTICAL OBSTRUCTIONS. R m' ~ ~ RELATED DAMAGE IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTM NT E , 16. MECHANICAL EQUIPMENT WILL BE LOCATED ON STORE ROOF, AND COMPLE LY SC EENE'4 F PROJECT#: 528-06 ~ D• SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN MANNER SPECIFIED BY PINELLAS RIGHTS OF WAY AND ADJACENT PROPERTIES. MA1 3 ORGINAL DATE: 10.27.08 17. MONUMENT SIGNS: WE ARE ENTITLED TO TWO MONUMENT SIGNS, ONE ON E LCHSTLZE ~ CHEC KED BY: KEZ ° E. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. UUUN I Y HIGHWAY ULPAN I MEN I. FRONTAGE. TOTAL COMBINED SIGN AREA SHALL NOT EXCEED 25SF. DEVeLOPME"ERVICES SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL. V4 I O S N p p O DRAWN BY: HAZ WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST 18. BUILDING SIGNS (CANOPY INCLUDED): WE ARE ENTITLED TO ONE BUILDING TY OF DLEARWATE € E JOINT. o c oz WITH AN AREA NO GREATER THAN 20SF. SHEET NO. E c ISSUED FOR CONSTRUCTION 4 OF 11 F. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO REMOVAL OF CURB. mE ISSUE DATE: 03.19.2007 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE ~ ~ PLANNING E X 72.48 1 _ ~ -I • EXISTING 2 W M _ •t 72.78 72. %7 ~2 5:, 71.34 i ~'S- ~ -i-- ~ -1: _ - I-t1,9G 72.17 3 WII W M 1111 Whl ~.dM ----'tPub ~Wnt ^-^W ~dM WM W4a W 12 2 ~ t;rt ---°-~;'v6:a~~w7~N.-.-.. ,~M ~^IM t„'fa rt UM ~,~rt wra 1 1 ~ 7' U 100E \ 72~J4 PL 7257 2 a,G 72.29 / 7.1r 7., t v 71.84 . , . ~ _ _ TOP = 72.94 oMH c +73.zs ~ ~r-----~~;~-_, - ~z. loos , oa.~ ~l'-71..;a c IG76 223 ~l 72J8 _ ~ 1 n °,..t A 10l?'9~ .11~>3 NO ACCESS 1128 !1.93 / ~ ° / ~ ,1.:7211 \ `t ('h~ s.li5 I~hiSs~U.1:r 7z-1@-- HROkT _ / / / ...7?.i`i \ GRS;S ``I,1B Ikf~~,1y 12 3 :~'i R - /c.87 v~72.4C1 / ~ ~ ~ RIJE V THROAT ~ ,I -7L91 r 1 r = Q ~VQ 11..E / A ~ RNA-FL~.~ 115 7•.~ 6R.~2 V 1 / O7~'^~ ~ \l~.'2 , I'~-Z ~ KEITH Z A Y A C& ,.4 / / : MH A I 1 1 4" I 1 j % / I:i° \ 1 ~ I .J7 J '2 1 U IE (d J 57-.,• I , 3.40 , h „ . -1-- 3® 1...._ia._ ~ ASSOCIATES, - 72.3 TRV SIR ~ lC,,~CI'r,:,: ~ -r-I ~ ~ t I ~ , IE ~ = 6 I a -~--~'m - -r 7II(4® ~ 1 7~..2 ~~~b;~ 1 _ , - ~ C \ I - ~ ~ 11 ~d~~ ~ 7~.2 _ J • 2.79 7Z.ZG SI4~ .~~,y~t • I E S - 5 ~ V ~ _ - _ _ _.r_. - -.--i - L~ 1 I , 17 ~ 7 i5 '7.SG Fr,'1hd F;+ "i'~1Ci€;. _ . RIM = 72,61 IE W = 5., 44 ~..~L ~ 72.94 - - ~ 9 f.0'IP,F) ~ ;A 1' 1/ ~ k~ i'- ~ I~,I~P'°a~~'~I" I Fl~fcli'.us~ GRAPHIC SCALE IN C . IE E = 63.26 A. #5 : I 74.0: I 1729 ~'4 1 4. 1 • ~j1c.9~. / / zo o ,0 zo ao ~zG1-- - - - -~'=CL-r -i`[ s;:,- C Y ~ I ~ 73.0 i SMH C 1228 72.37 ~ 1 : ~ \ - J '73.21 728 ~ t ra, 72.0 I PLL PLE; t t Q, , , (727) 793-9888 (IN FEET ) p ' _1 ~ :.3E ~ aCU 73.03 ~ ~ ~ 7<42 ~ ~fi 1 inch = 20 ft. 701 ENTERPRISE ROAD E, STE 404 I - _ _ _ 4G - 1 111,1 7,x ^ 72.5 ° ~ N V ft78~ / ' YL.90 11 G0 p r y ' SAFETY HARBOR, FL 34695 i 3.,-~0 ~ 7 21'-5 4 3 3.21 - - - - - 72x5 ~t'. ~ 'x:47- - .7 > ;0 C~ ~ 1 r32~ c I I' - . I I iJ ! 1135 = ~ STORMWA ER POA]D3 ~ c.l~ ~I-71.96 I { THROAT TOB = 74.b0 1 ST'r 1 STY LEGEND www.KEITHZAYac.coM RIh,1 = 72.40 \ ~ _72.1 23.,, _ ~ TIN 1.q ~ ' W.M. ~ ~ i~.7o ~ •L 3, 3 BOTTOM= 71.0 IvfAS I r.~Ir1~S EB 9351 - LC 2600212 IE N - 69.42 ~ EIS 735 s' 73.za 1130 EBR ~ I ~ ~ I` ~ _ 72.8 pLL '-~s EXISTING SANITARY SEWER 72.30 t~. 1 - OMH 6 u ~ ? .40 ~ t,..' ~ - I 3 ~n , r.~ ° o_ n- '13.35 F ~E . L.91 13:.'. ~ ~ W - 72.86 i'~ - -rTZ 5 :.163~"r '~"+~-q EXISTING WATER MAIN ~ 1 s z : 0 7 . 0 Jz4 4.40 3w, ~ ~z~s~ ei_G r 73 G3 J t ~ D~l90 \ Ci 133G I I _ ~ EXISTING SANITARY MANHOLE ~ ~ O 73.18 I i. n' ^ ~ I -r I I I A., 725 3 72.55 _ ~ 74,15 + ® PROPOSED VALVE ~ ~ 1227 w 'n' _ ( j I 73.13 ~ I - 1 ^ ~ I 72.3 e ~ e PLL 1 17 I 4. ~ - I ~ 27 . i , PROPOSED WATER METER ~ ~ ~ ~ 7'.41 1 - g~ #26 FI.k.WT ADD11k .d,; 3.47 r 4.30 ~ n n ~ 72.6 ~ ~ I J'ft ' I n ~ I _h2.5 T~ TEIv1FL 73.80 rsFr. uN_ _ ' n_ _ F y~; ~ , ( np - ,:.4 0 PROPOSED BACKFLOW PREVENTOR ~ a a G4 I - ~ X25 ~ I Zan ^ 74.45 ~ PE 1 PG PROPERTY LINE ~ ~ _ I 0 4 0 ~ n.3 ?2. ~ ws I 23. ~o9u f :~.,G / _ - - ~ I ~ ~ ~l~ ~ n , - ---fit BLOCK- I ~ SAWC ATCH 22 ~ ~ - , 1 / I SEWER ss PROPOSED SANITARY ~ 1 EXISTI r VEMENT 1 1ti ~ I nGA ;TAN TO ~ r~.~ I 7 .o~ 40 0 i &~':~-IFHICK ~},zs' -i_2.a ~,5S,,,-°~~,~r. "r.- ;2..3 I I ~ Fs PROPOSED FIRE LINE & FDC P ~ PkL I I D pS •q n. 72.4 I J C i 1 ._1 I L ..L. r 1 ~ , ~ - , n I n _ 1.0 ~ n ~~-y ,1319 1 ,0 ~ }ti`s. ~~j #2-: -f` 69/ w PROPOSED WATER ~j T; fi-,`X3-'` J c~l.~ ralr, C 1R. I I ~1PCN. ~ ~ n- 1jGL ~ hP.~ J~ -1%:i ~~,(FJ ~ tc'~iC I GOIC • _ _ _ = PROPOSED STORM SEWER - - - ® ~ ~ GI = 7~~.74 S~9°.^_'_51 ~ ~ ~i20 I 175.00~(L, ) t' _72.3 ~ ~ ~r~t I ,s' I ,ka2 ~ t ~ X19 - ~ ~ 74. I I _ I,.. 117,., I 73.x2 125 ;a.1~~ 1z1o ' IE PJ = Q1 - > ~ r _ ~ 73.53 LLr~.ss _ '>•2G~ _ I , 74,50 \ ~ +,L.7 >~:f' -I-_ _ _t _,.,'.,..v 7 c~ G d' its ; ~ G , ~ ; ~ / 1 3 ~ .3. o _ LINE ~I ~ ~~'F LL,OY'C}~,.~I) Ild I,nRT LINE C1F LAND PdJVt ~k / \ / { Ire _ - - . FORf,4 RL'Y vF HARRY``fL W~GNE1i ANO IIJ PAR1` LIP.IE QF LANC' NOW C 5 90 'I t / \ / I ~ ~r hd _I s FORMI RI_'r' OF O. PI'ili.Ll`i~S I ~6 € ~ r~ 1 ~ 73 ~ 7 SW 5°.42 O ~ 13.91 _ 73.8 s -r ~ I I ~ I ~ I V W ~ ~ p I WOOD X18 ~ I X10 5.80 L't I X20 113 Tf p ~ T , 1 X17 4~- r 4.77 1410 1409140 ~ 140Q 1651 atri 4 ~ ` 1a-r, _ 6' t,O t 5 PACE 15fl4~-ItD__..._ t ~ ~ / ~ ~.ts t1a21ts3~''',~ _ 7'~,~., --i-~s0 NCRETE~I~'~~ .V Q 1 1.1 t~~' ~ / r~ a ~ W 0 rat 2. 3 4 , a,oo~' a~ 1~ PErar.G I~~~,acE s ; FLr ~ t ~ trn- ~~I:~~ / ' _ 79'3 9,~ ~uvs~,~ r ,,~~~2 76.40 I ,l _ _ _ _ _.L~ ~N~$Ahl~ I ~E ~Y I ~3 d0-~Y _ 9rJu[, r;Nta'?as,s li~.tG PARKI ~ '~~~1TC--TO-BE - ~ I I 1'" I ~ ~ r. I I 7 72ss - ' 120 . ~ L ,;,Aare - 30 0 AND 6 1 7z. ~ R(,S i -cc,3nor~ GF 75.00 I ~ - _ - EI ILB I ~F E= / 5.7LTHI~K WITH WWF. ~ ~ i ~ I -I ~ 1P1~ i4 Gam. UAI~,I? ? ? D + o , , v / i oC 227 ~ ~ I o I i f I~ I ~ Q~ 322 3i., ~ I I ~7-.~ 75.7.1 5.77630 ' i W w ALL I 4.~y I I ( I I' - ~:7 I i - yy,, h~4.65 CRETE NDER BRIG 0 - w = ttl: zo CON I \ 75 8 „ I , I1 I ( CANOPY T BE ~ I Q ~ ~ ~ ~ ~ v ~ N . -I 74. rr _ j ~ / ? or I I 4000 psi & "THICK I ( E5 1 ~ ~ a i 117 75.0 5 ~ ~ W ~ I - ! -I ?4. s i30.'a.' WITH W ~ I I ,o~° ~ 5.80 73_x1 ~ I - a. N ~ i) ~ I - 1426 a°""°°o°n ~ ~ I ' ' _ Q CV 7~:1 I1 1-74.14 i , 4:.~ti----- _ ,r. , ~ „ - ~ _ Cd ~ ~ 73 ~ ' 7 G I I , hl-i: ~ ~ 31 r X11 o°e i:' I T._..._ : -L- I 1 I 6" 4000 PSI ~ ~ ~ 3 MIN. CONCRETE PAVEMENT ~ ~y r~, ~ J2 h - .s9 7~ a 7,.2c 0-.~., 2% MAX °r o° _ . - : w 5 , , - ~ ~ ° ° - -r-. y f~ - ~ 3~7 I1~ 1NkST~~Rl.1 1;7O,UCS~ lnl . ~I~ Il~i'r: 1 I'i f',y , ;:7 3.i7:i I i + l - , ~L~. Tao • .1 01= St4~ 1; ~ i.~, 5Vd 11r,. Gr .---I- ,..I~r 75.30 7550 7B, ~'oG `r,° % ~ .0 3.80 I !-G.J-il) E. LL~r~a E''~S~I~~G FI~i~J~ ? ? 0 °o° ~~F / . ~ ~ I 123 ~ 2. - - h. ~ _I I ~ ; :.,~,`r.... / I 1 ~ ~ a : r.IVC DREW ,l l~ _ET (Lj ~ ' ~l fi>>~'-;.,-----~ ----_a ;_s;; / t EXISTING TREE CANOPY 73A, 5 73.3:..,1 EL(':FEF, RO~.['I 1 I P L1._ I ~ I -I-7i1~~'~ __I. - V I 1 I 74.40 7.__ ..___-~4 4 7~ae i~.G - ~ 5-9 ~k 1. 71;,. 74.G3 ~ I 3" MIN. ~ ~ ~ W I '1'223 ~n I a.Sa _ I ~.,~SG r--i-.....-,-, :7 .4© ~F' ~ 3.3G 4~ - 75. 7:~. r I- - ! --.1=-- ~ ~ X14 I I ~ ~ H ,:~~77 1 r 12" COMPACTED SUBGRADE ~ 1 I 1 g W I -`74,74 74.58 ~ . Q,~~g ~ I 3.04 V I -1-i4a5 I - ih.Gn II__~ 74.85 ~ / TO 98% MAX. DENSITY Q ~ ~ ~ ~ c7 a~ J ~1 ~ / ~ / 1 ~ 1 . 4.85 \ l r} I _ I u; I I li7 I ->L7:i.6s I1AS I\ C) i I - I I ~ TPF4, EL- '2,%1 ~.I I ~,~1~; .vim ~ 6" 4000 PSI CONCREI~E PAVEMENT DETAIL c. I -'z.7Ci -f : :_i I - ~2z4 z (.,1 Y BM I Ft~%. •,t~ I z NTS W ~ ~ o ~ -73.83 _4 ~ - r 7 Q ~ , ^ '7 _ n - ~'i 5s I, PLL 73.1x. _ % SIJt~Jr ~;OF'E~ C'1' F~~.kH F 4,20 2~,.1 ~ v GI = ' s L - - - - - 74.50 ~ - - - - - - ~ - _ _ 74, t~Jr4 4• i az9 - I ~ 73.1 ~ ,z.~a _ +c - - -1 i IE N = 60.38 I 1,~.+ eLn 74.00 I G w Q I paL IE ; 60.134 ~ h 74. 5`;,_ - 7.T.eG , v I r- 7 / ~11`, ~'73.~.28 -7...24 A\ U U Z I ~ ~ i3~7~~~ 7; 1 F;",~, EI 7- In ~-,r ( MAT HEXISTING - " sn' I ~.~tJ~ ( ( ~ ' 0 0 w t t ' oarP - I. a yl. I ~ 1 ~ 73.56 i9, ~ ~ g.~_~ a~° X4.53 LI~~~Y_I r 7 1-. P" ( CU~~B & GUTTER ~ ~ ;G I..._l___...__-_._.____-'-74.z~ n~ I'Jfill_ II'J1L1(;III ~ G? _ d a N t . ~ ~ ~v,. ~ a..; , I - ~ 4~ ~ i I~ ~ - I I . ~ ,~7 sl ~ /fJORTH F'!tN, ~,ING BASIS oru I~OLE_ 1 ~ P1..8~ ~u. - n _ / I I ~ r,.2 \ T v8 5f Id~9'2?_'21"WlL) 175 i:~>1'i' ,F ~ .I~h .,e r r~IR '1• ~ I ~ 1-' 1.,45 / I ~ _ ( FT~~r~'x,° 1,71' \ / , 6" 3000 PSI 3" MIN. CONCRETE PAVEMENT N N m0 m , , 1~p.. _ 73.63 /'4.Cp ~ ~'i;'~'? 7 73.8. --73.56.1 i1 i l(F v / I . ~ -1 , ~ r1 - - ~ . _ _ , G~ - t P~~r'_)j2„ 347 73.sa G1.D I,F,,~•,. 73. _ 4 d a ~ '~',,u~ L J , ^,.90 ?z.5s ,.s ,h1~N G.31' \ / G - 4 s a!< ,'ft 1 ~ ,s'Wv7 p?~-~vG'~n~'~~p~* ~3j-7-'1}7, +s. ,f-, .Wy~l~;;.3d~'~ NHi: 3. - .y ,~,;;1 ~a-„k~, - -2'~b - Y Y ~ ' ° , , €3flt--B3 „-P.~t`I301-1{1F E-~ €tr`;Eh k0i f'U'fr r~k:-.[TU,, r , ' _ tr'. E ~;riR 1-F-___.~ r:.., c~lc ° p F I. L c~ 1 72.f7Q 3Er-- 5' . 1 : ` I'~ 43,J "r1 , E : V~ 4 / 7 03', ~ GG V 1 ° 4€ 73,1 i / u °a - ~L:_.~.)~.1 , ~ - ~ 7343 1 .,7R G. , , - I - ' - --___.-___...,-i . . ~ TI?J ~IIi, _ H F H NOT ASLRUILT 9 4:, i, , se _ : ~r:rR-- - , _ ~ - ,y ~ ° - - - , EXISTING 8 W.M, 7 - 3... , Tp:1H - - _ JJV 1...64 „ , 9"W.M, zzz 3" MIN. ~ ~ ~ E ww w,+, w,K aM ~i~n w~ wr~r ~ ian >b1 s,.a ~ 72.79 . ~ o ^ ~ ~ ~ q,~~F _ ~ ~7r ~t ' ~ - _ .._-72 _ ~ _ ~w.,~.~ ~~~L^ !'J7.t. ~ =___lilfA_~.-. ~ , /2.1. u...... s ~ r. ~ _ - 'L8~ ~.L7~*; J lfY.=}!4,^,~• F1M, .,wm.. 4!(', .o~. a' _ U, LF'Lr,:~31 '~'3f•a I ~ - 72.34 ~ ~ ~ - 7 T , ~r`A~ 1b Ft.f 4FI~~? EXISTING~B" SAN, I i0 G1i' 7^ 1 ~ r L. . ono vG~ 8" sAiv, 12" COMPACTED SUBGRADE LL ~ ~ O ~1. ~ = M 73 48 I~ ` = 6Q.1~ ~ C~Ir ~ I - - RI _ - TO 98~ MAX. DENSITY o 0 o a o I N 67.85 RIM = 72.66 CONCRETE AT' DRI I''I~~- '.~t_,Qr- 'I N ~ E E t..,:,J I ' ~ 14so 1:~7 67.83 IE hJ = 67.04 ENTRANCES, AISL S, - ~ -~~~i---- L... ------I~--E .6~ 147; _ ~ _ n ~ _ ~.-6 . 3-__~ . ~=EARKIIyG_..EIC _T _BE._~~r~~ _ 1 __....~~..-~~----~~~!?~':`~2.11~s - tp~ 1 _ t3 p 1i ,Pt.i_3 PLL3 3000 si AND SANITARY ~S~WER DA FROM ~ •,.u. ~ GRaWI 6611 ' 6" 3000 PSI CONCRETE PAVEMENT DETAIL a a a W DR~v~ ~T~L`~T s ~ THICK wITH wwF. CITY OF CLEARWATER TLAS ~•~~F;RE<<+ t? ~ E 66~.C~3 s ~ ,,2 28.1.A.- I NTS 11.55 DREW ST1ET C.R. 528 lao.o' i~/w ,49G ~sE rtlsT=,nli~~- aT __._..______.-_____E._~-}...____- I PLL?. PLL2 'LC2 FI-l2 i-~".5.. ~ SAWCUT & ATCH P ~ i z. t 1OO RIVII -1_ U~_1GE - 73:i8 EXISTING PA' NT 1 „ 2~ ~ - - - - 0 0 o W talc , _ U - --~-zm-•----------- rA 1'I:~ c . -1- .3 { E*. --4~- 2~1~- 8" 4000 PSI ~ N ~ o ~ 1451 I 73.67 - '74A:G0 r,Ji'~IC h4EDAN t' ,.,.00 i3.La FLI..T-___.._'.73.00 r,~;.E 7,,.7c I ___-T`L____-_-.__.____.._._______...__--_- ___..___.L_-_,__._ N PLL PLL I~.O~_ 73.0°v I '21G , 3" MIN. CONCRETE PAVEMENT 0. m 3 3" MIN. ~~~~,y+a~,p,~a v c ti,~ ~ ~-0 , '"°r p ; ° RES NOTE: L MEASU CONTRO ROSION E GE NOTES. D DRAINA ADING AN AVING GR P 12" COMPACTED SUBGRADE ~`;`~Ca` ~ ~ I U N TO 98~ MAX. DENSITY y.~~;~'~' ~ ~ I % I C O ~~,~~~k SILTATION REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT GENERAL NOTES SHEET AND DEMOLITION PLAN FOR EROSION AND 1. SEE i ~ AILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL CONTROL ALONG WITH GENERAL NOTES. CONSTRUCTION. F 8" CONCRETE PAVEMENT DETAIL ~ ~ ' r ~z ~ ~ 3 ICH MAY INCLUDE CITATIONS AS PROVIDED BY ~ RESULT IN ENFORCEMENT ACTION WH , NTS ~ ~i'°=~ ~ ~ ~ y~°" ~ Y- . ~ ~I SITE DATA. CHAPTERS 400-4 AND 400-40, F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES 0 2. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR r , r ,,w, PURSUANT TO SECTION 373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED D ~ ~ 0 i~a I, ' ~ . ~ + ' a~~,~ rtr ' ti ~a uNi ° R TEMPORARY BENCH MARK TBM $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS 3. SEE BOUNDARY & TOPOGRAPHIC SURVEY FO ( ) s ° LOCATIONS. CONSTITUTING A SEPARATE OFFENSE. v m~ m MAY 3 ~ ~ ROJECT#: 28-06 IN THE 'I 4. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED ~ LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL PREPARED BY THE ~r p ~~t"} RGINAL DATE: 10.27.08 V ~ P ~ ~,o ~ n~tl 1 1~ r u~rven ov uF7 FLORIDA BOARD OF BUILDING CODES AND STANDARDS. (VEIGH~CR H~~ CITY OF vp LWNBY: HAZ y i 5. ACCORDING TO F.I.R.M COMMUNITY PANEL 12103CO127 G THE SITE IS LOCATED SHEET NO. i m - IN FLOOD ZONES "X" (ELEV xx) ~ o E Z 6. ALL DISTURBED AREAS WITH IN R-O-W SHALL BE SODDED. ISSUED FOR CONSTRUCTION 5 OF l ISSUE DATE: 03.19.2007 ~e CIVIL ENGINEERING D I I "HDPE CORE DRILL AN 19 L.F. 15 CONNECT 18" HDPE s ~ CONTROL STRUCTURE LANDSCAPE ARCHITECTURE INV. = 69.00 I I STORM M.H. 4 RIM EL. = 73.50 PLANNING - t k I RIM EL. = 72.50 WEIR EL. = 72.25 I ~ INV. EL. = 69.30 I 72.48 ~ INV. EL. = 69,20 6" U.D. EL. = 70.50 1 -____.--f\}.--f~-~r..__~ ~ ` EXISTING 2" W.M. _ ..--I---- _ _ _ 7z., . 7264 ~ ~~.5~a _ ~-6, - , 72.-;7 ~ ---._T-_._._._._.-.._._ - 4 Wi W M , 19 WI,I ~JM ~/h1 s.-. WM WI4 WhS 4~4 W ' lJP I~.~~5~9~~ ~ , i 72.11 , _ _ I"71 ~6 ' ~ ~ ~ k'M W M Wro ~ +1 ^W W WF1 A'M ,.Jtd , 1123 2 y; 72,57 1008 ~ 7c J4 L X02 ~ 7 t ~ TOP = 72,94 DMH C E - ,2.40___{;`W.._...- .-_-~_'f 72.1 ~ 71,94 -I-73.[9 I x ° ~NI tit ~ I - I~~ ACCESS Dl 2.23 ~ ° e / j ~ A i2,' ---~-~il.6a 11e8 1.9., ~ oa I 72.7` ~ / ii ~•13pJtr'~ \ .1006 __(l 1045 1 72-+§~ HRp T / i _~-?2.1Z ~ L,09 ~1,` I THROAT 2 3 :5'4 F = x2,41 XT ~`7Z40 r ~ tl'.2o \ ~ GPAiS ~1,d6 5~sf~E.'7 z.9i j Ug ~ I ~ Pi JE \ ALL UNDERGR ~ WATER ,RF, L~._,, t 15 7, : ~ - oR.32 \ r ~ ~ \ & SEWER SERVI qq TO BE / ' ~ .T - 68.8-' ~ ~ r A A \Y,~.2 ~~Z' - ~ ~ 1 1, ~ t I I ; ~ I PLUGGED AND ABANDONED (TYP,) R I hJ1 = r 3. r ~ / I #1.'. I I 1 i r I ~ ~ I \ I 7.2 ~ I _ . _ _ _ 1I_ F: dR L I ~\-~_I I MES 7 KEITH ZAYAC & E D QIL I S - - ~r-- _ ® r \ \ 7 INV. EL.- 71.30 I ~ z.l~ 7z.z2 ~~4.i - r RIM - '261 IE - `"...9 I, ,a, ~ _ 9L~.r1'fF I 7 ss r - ASSOCIATES, ,ass 7~..,+ ~ _ ~ F) v tv . • ~i/ r~ rz.3s -'G~,M , ~,a, ,r~.- IE E = 63.26 ~ ~ . \ ~ ~ 5 r %5.0 (P,FI I F~ z,, 1 [1~ I e~ . 1129 74.0. I INLET D-5 ~;-2.st- - - - z,-C~f E T CI ,f vI ~ }~,.a,. , ~ _ I sMH c 237 V = 0.5~ +~a~; ~ - \ -I ' 73.0 RIM EL. _ 74,00 GRAPHIC SCALE I N C . 20 0 10 20 40 t``3 ~z n7 - `r - _ •'n \ INV. EL 71.35 a.21 r29Ei ~ PLL I I.i I 7 ~LE~ 7 ~ vi _ ' 72.0 p : ~ X7:,.01 ~ , MES 8 <ll (727) 793-9888 I SGi; 73.03 ~ 8 ~ 7" i ;.5 ' ~ ------i _ _ <5~ INV. EL. = 71.30 (IN FEET ) 1 inch = 20 ft. 701 ENTERPRISE ROAD E, STE 404 ^ ~'prV~ ".Ci 7' ~ ~ - 73.30~ I ~G~~9 -li~y + 3 .'s~21 - TCS, ~ .;L.90 ~F 1100 O 7252E-. T" ~'i -Y 2 ~ t'. I - - - ~ - - r- SAFETY HARBOR, FL 34695 PL' ~ - 7 ; ~ 1625~- I a I BLD g C'LC) 1135 I ` - . J. J, I L~, n- I ~J 71.96 STORM~A ER P01~D3 ~ ~ U) RIM = 7 .5O ~ ~7HPOAT 1 _ ~ 2 \ , : -72.11 ~3 . TOB - 74.b0 ~ I ,,T ~ I ~T LEGEND www.KEITHZAYAC.coM IE N = 69.42 E ISTIN 11,E W.M. # ! 7D ~ 3, 3 = N ~ c ' 7~.~e ~ I ~,z3 BOTTOM 71, O IUA.~ I P~.1,~,i; n3o I r"' EB 9351 - LC 2600212 72.90 PLL ~d EL'(R - i2,5 DMH 6 G ~ ? I ' - w ` ? .40 i i` I W~` ~ I a 1335 FE=?2.91 3 ss EXISTING SANITARY SEWER f Z ~ 1 n RC 72.86 , 1 ~ , Q , 2.5 6 s J I 7 ' O 1y 5~-OP j.3a ~ 4.40 aw _1., (~T~°F: 8 PVC ROOF DRAIN EXISTING WATER MAIN ~ 7- 03 ~ PL _ 1~' ~~90 O 13.36 I I 5~ ~°I _ - 72e ,5~ EXISTING SANITARY MANHOLE ~ ~ ~ O j` ..4~ ~ 0• J . n ~ ,rj' -T 2.6 i~ 6LD <esC I a 72.55 Lr I I I'• ~ 'Z.6 - 7 D I ~ 4, a ~ 74,15 I 922 - ar I I ,I',. ; I 73.x3 ~ I - ~ / ® PROPOSED VALVE ~ M PLL 1~t7 I ~ n i. I 7w04 y 4. D (~~a n ~ r~~27 ~ ~."1 ~r' . i ~ 1 30 PIS L~ ~ I - ~ -r ~~2~' e T .41 ' ~ ' ~ ~ I ~ o ~ - 1.00% , ,L~' 2s Ir~T ;~oDl1~.;a ~`«~`F PROPOSED WATER METER ~ ~ ~ ~ 4.30 o ~ I 7^ 6 _ , _ I ~ I . ~ 73.8 RF~.uR~ _ -L-° ~i2: TC1 TEvIFL ~ RCA. QNL i~ r: I '."~..4 - a;K. I a 1E.kFt>-+:CEL,,,; I. 7;~ cat, _Da I #25 0 D PROPOSED BACKFLOW PREVENTOR ~ _ _z.as I ~ , ~ ~ ~ 74.45: I ~ ~ PE al PG~,: I C_ 40 i , , 1w' 7" S , • a I . i I ~Daa i i` - - • 71.3 e I l i ~3~Y~*- n: ~ _ fi{~ ,~7.;rr; Z n i_ + .,12.2 PROPERTY LINE ~ a SAWC ATCH - ~T V . I ~ h31 OC;h, ~ ~ I EXISTI r VEMENT #22 I - ~r`1 ~ ~ 1a I EGA TAN ~ TO 7_4 by I ~ v ss PROPOSED .SANITARY SEWER ~ 7 .a.. U9 ~ , $E, I P - ~ I.{~-._ ~?.e3 ~z.a ~ RF R TED FOUNDATION r ~°s'~~"~~"I PkL I I 4000 Prsl & 8 ,~H C n ~ , P,E ,Q A, . I I 3 F, ~'>~3^ #24 > I o }L.4 I ~fC%A~1f~S~AAI~JC~..Q~'A~N 3 ® I 1~0 I ,~r9(~' ~~1, is -11312% 75.0'(P ~:a1 ~ 12,a. I I i FS PROPOSED FIRE LINE & FDC , , , : _ , INLET D r k; T,A - 159 \ r _ r: . _ P.n a ' W - w PROPOSED WATER ~ • ~ RIM EL° 73.0 c ` l' /2 1 .9°^,,, ~ ` rJ 6 c Cole 61, ' X~ SIR ~rr - - -~jJ.;;O- - - - 1~, f119 - o - 7~'- G_ 5I . , r ~ -f J ~ IF \ I Cole INV. EL'° 3'~~ 5~Qz6 ~ • - f. _ -I- I 1~~~ (L, 72..3 ~F,l I ,3 - 1 ro. ,a.1r2.59 1210 ~ . I`J - ..91 - 74. „ 73.)yi 1.L LL ~ 7~Gw~, _ I ~ 74.50 ~ rL.7 ~ 11" 1 _ I 7; :1 _ _ _ = PROPOSED STORM SEWER REMOVE EXISTI INL ~L cl b '1.:2;7• I~ 5 11' 76 ~.5 ~ + ' fem.:': y "I_ I -1-73. I_ - ~ ~ ~ t I.1 lrl ~v; '1: A r CONNECT AND P CH ~ I = i L ,I ~ ~~F ChUYL II'd PART LINE LAND PJ0,9 ~ R 75.40 r \ ~ ~ ~r~ 7I ~,S•.T4 1.D E~-RL'Y JF HA,RF`(~d. W:;GP•IE6i AN. I~~ PAf?T AN Id~W F75.90 ~ -'r= ~ ~ / EXISTING 24 CP ~ ,f--1 -173. Pd = 59.F8 ~ D L4~#E OF L D j C - , , ® ~r FU Iv1:P,L`t' pF G. Pf~ilLLlr?S o0 ' : ~ ~ ~ 1 "3~~//~ t~ 1 73 SW ~I 59,9 I ~ I-- d' + , ~ C5) n r r 7 7.7~. ~ ~ a I -h ~ ~ s.91 ~ .3.8 ' ~ ar } x-- 7309 P ' A" I I ( I _ ~ D _i , ~ I #7 +r, a I , FILTER BLEND SAND & WELL POINTING. 4.0' 2'~ V W I WOOD #18 I 10 • a,j 20 I t9& # 0 _ _ # , s,. < 5,80 ° UNIFORMITY COEFFCIENT = 2.8- 1' MIN. 30 MIL PUC 1578 1419 r~+.r7 14040: ~ ~9.ta ^ ~ - lo., f~ l,vl~i~5 . hJCE 15'74,1 lED_._.._ I--___ 1 1v 14D~,n ~,ti.e~ 1 ~ r:, r ~ ~ fgCL - 11aL 11 ~3 - g, _m -1 C E ~ E . V ~ . ~ ~ - - , = 2. ~ a.-~~4,00~`' 7~ .~>:rcE~-, 1~W FErdr=s I=r~,;IcL s O(~N R TE~~ uL , I r ,J \ I PERMEABILITY = 4.82 Ff./HR. LINER OVERLAP WITHIN AMACO 45/45 FILTER / ~ _ Q ~r4.3 T---~ t < _ . ~ ~I L oL pi ~ 7h 4l) r rt v , - - - - - - . _ r----.. _ r ~ 1 _ PARKI 5a'EI ~-TO-BE FABRIC ENVELOPE T.O.B. 74:00 W ' 1 1, B ~qP I {10.7' WOOD SII~,i,H'.tJ~1 ?C) -*t I 1 ° I I 7 1201 PIMA - I I ( 1 I>, I I I ~ 72.66 ~ iE . - 7 J. _ 13 3 .9 , L rL. ~r,ArrDrJ c;F 75.00 30 AND 6' :,r; I # I I / ~ ~ ~ 0 - L~ rf ~R - I I I , J.. I W ~ IPM 1 D ~ -CAf;~ FFE-; ~~.7~THI K WITH WWF o ` - I v - ~ , TREATMENT / \ / / / \ / W ;:;.22 # ~ UJ 75.78 I \ ; ELEV = 72.25 ~ \ / ~ ' W ALL I p~ + 4, ~ ~ N I I I (1 ~T`f 75.7 76 30 , w = tt~: ~ ~ 4.65 CONCRETE UNDER BRICK \ 75 80 I ~ I NO SOD IS ALLOWE N0. 57 ROCK U~ ~~W 1 ~zI I I I - ~ V N 4.~ - CANOPY T~ BE ;r•' L~1 a, ~ r.,:ol I OVER FILTER MEDIA ~ WITHIN AMACO ILTER FABRIC 45/45 FILTER v i 1 57% i i 4 i & 'THICK _ I 000 s to a ~ J X17 I P I "SAN PL Q, ~ - , 4. 3 J 75.0 5 5 ~ ~ n ~ ~ ,n WITH ~ tr:~ ~ ENVELOPE WITIN FABRIC ENVELOPE Q ~ N ' ' • ' ' • • PVC LINER NO LIMESTONE ~j, F~-I i _ ° I 6x9.65 N N i, i p I I I~'~7 I ( e°° S.SD V•5. \ I -p 1'1.1 11~ r -1-79.44 1415 eooo I I.:::_ TREATMENT POND . • . ~ • " . . ' ~ ALLOWED. ~ w ~ H ' (~I i 73;b T 8 ~ ®I I '5 I 'i..r ........I _ ~--75.6 _ 75.31, m°°° tt r _-7.; ' %SI I ~ £ CLL ~7i- `f ° , , '.i:1!, 750 GoL. ' ~I I I ®1 1 a I-- ~ 7~.7_ 1 I I __L----f--- .t r boa GREASE TRAP -1--___~___.. -r.r BOTTOM 71.50 6" A.D.S. WITH SOCK ~ x 3 MA - - / \ / / \ . • 'FILTER • FABRIC • ~ O INV 70.50' ~ 1161 V~ESTI=RL1' 1t~D.OQ ~F 1FIC: ,~1~IHEkL'1' ( X~ i "rr ~ r I ~ • . • EM/ELOPE WITIN • 3.aD - 7F till 1 t, ~Ilv ,I i~ r P _ 75.50 ;,l ~ ~ ROOTS TO BE PRUNED -F ~ - r. -r 75.30 7 - ~ 06 ~ \ I z, r,,g /-G. J--16 E (_C.,S ~.~I~TIIJi~ I„ vG~, o o O - ~ AT UTILITY AREA. I 123 ' 1.60' . ~ PVC•LINER • 0.25' W W -73.5 7._~.. ~ti - :LI~ E~; Rf;~EI r'.P1D fll?F e ~ - - I 1 EXISTING TREE CANOPY = I 74.40 Z4.4 7, I -F7~ r I 1 I 1123 (J'J 74-a;i' :4.69 -1-7., 86 , ,$I{71 ~ k i _ I I ~ ~ ~ ~L1? ~ 1 , ,R" • ~ ' ~ BOT. EL. 70.25 I-~ W W r k :3.06 ~ ~ 75. `3.~0_ 7 .4 ~-I I r ' I I ! ----J I E I FIr , ,5. I - #14 I I I 3.53q ? I I I ~Ey~ h --7x.74 i45c_1 I 1.19% ~ ~%s 17 1 r ' .17. ~ • 6 I - 5.04 / r;, ~ I I +ia.,._ I +;~Da-~~ 74.8 i 30 MIL P.V.C. LINER ~ Z I-~--I h~ al I >13~?:.9,^_ 1 STl' \ ~ I I 4.85 , i I I I ' ~ ~ I ~~-r,.s6 I,las 3 o 6.00' 1.5 ~ TBP~~, EL 2 J 1 ~ ~ 1f>E~1_ I I ~ 1.00 ~ I I , ,b -~73.e3 ;,~CITf f~lt1 _ I - D.I.P. W.S. PI.L 73.18. I } ( - O ~ n 1.'~' 1,67% '1- ~ z W { I'' ~~1HJE ~ Q<(JFEF~T'T HRE.r~ -F'~` 4.20 , .I: (1) METER & BACKFLOW PREVENTER I ' / ~ ?3.1 ~ " GI - , 2.,,n - - - - - - I 1 74 . 6l 1629 ~ I INSTALLED BY CITY AT APPLICANT - FLTER SAND DATA rl 0 I - ~~':.a IE r'I = 6a..3~ ~-,,~.5 , t~~ ~~-T - -r~.-3 ~ ::z - " ° I L I ~ P ?s _ eLr.~ 74.0 .~.D EXPENSE. I~IGL-1~D1~1G 4 CONCRETE PAD ( CLASSIFICATION: SP (ASTM D-2487) _2 ~ I U r ~ ~ ,,-~IE S 60.t3~, 1 VC 4 ~ 74. - 3 v VC COEFFICIENT OF PERMEABILITY: 4.03 x10 CM/SEC z 0 ~ EFFECTIVE GRAIN SIZE: 0.25 mm U U ~ 00 00 - - \ MAT HEXISTING - ' Cl~ B & GUTTER ..3.58 j \ ~r::~r I I , °;aan - , << ,.C~~. TQM, f=l r 1 UNIFORMITY COEFFICIENT: 2.80 Z t \ I ~ ` - - ' ~4~ ~ ~ 1 ~'rs. ~ 1 r4.a_z. a~ ~ ,4 s,. -I-I3.a9 ~ II I'Jr11L. 11~111.1!;H 1 PERCENT PASSING #200 SIEVE: 0.3% 0 0 w 's2 ~ ~ 'r. l~ , sl>r~ 1141 6' PS~C SAN , ~-E' s : ~ s ss p ss cv I s ss ~ - I ®I I ( I - _ _ i, r,.2 ~ r 08 ~ 9 ~ 51 P14'1`~7 ^ , 4°'f(1 : ®1.00% M N. ~ I,fi~.f ~ .t . _ r ~ _ f`° 1.7? 15~ I 4.22 0 ~ ~ T_ ~ i ~ ~ _ a a N I , 175; ~ , x.-, ~ I ~ 3 93 ~'4 ("2 #15 1 _ i ~ 18~~3"k 4" I L: 1,71' AV / ~ n9 f..._..`_ L fPF_t%2'347 x.91 -Fi1-~ - -73:7 "T,S''C ~T ~a~l-., _ - - ~ 14 ~ 7 /}p UNDERDRAIN DETAIL YYO m a F , ~ *.~•r , ~ ~ r`~ c #i~.'I E#C' Lich {'t i«k'ff ~''J ~-!lE - ~ L - - ° ~ G1:7 .a, , e ~ 1_' "11 ,i r'~!-: 1' ~ - _ ~~if'i - t.~~,z,~-,i v. _ ~ ~f.-_--,-f1 r - - - ° 4. ~3.~,t ~ , ~ 3.03 . ' ° ..fi t~4~- -,a j ~ - ~ 4 lr 12, ,U 11,j _ - a . ~ - ° - - - - - - - IQOI"A'~tUILT t. a~, { ; ' cg ~ ----°0 , I _ _ oa ' y~_._._ . air' ~72.i~~ Fo `~~~r . l)t., w~. a I. 08 . - i Z, _ 3,Ci, 1P.dH _ 'TR'J SIR _ -art?-r- f y I E ~w ~ a . EXISTING 8 W JvV r 2 4 _ " ~ o-rJgi ws ~ M - , .M. , - - - ~ ~f-~+ :2 - ~ wn wrt__ rI~F ,'»_,~n r~ro--- 77, 9 ~ C,~--- - - - 'W.M, ~~IN- , , a} = iF 7~7~ _ _ _ 'iJ:a~~ ~ __-__--L'~''--. ' ~ _ _ ~ ~A J,,~~ II ~~~ihrr rw;.R,~ ss,, ~:.1®. i »w~, Rp. a \ ~ j ~1 12`.x' - Y7..1~._.-.HC's 41 „ ~ r , ~~L .31 C 0 TYP - _ .z.oF r ~ r-- ' _ \ r 180 G L. I I I ~ a- w w w • ( c~ k;P 12.,4 - r ~>w EXISTING 8" SAN, I ~ I I 7.'15 ~ ~I P. r s - - - - - -i- - ~ - - - - - - INLET D-? - AWNEC~F~~I - IE 5 1NL~x•~l~-9 r 3 8" SAN. - - - - ~ p~p p~p - °o i a I RIM EL. = 74.00 ~ RIM EL, = 4A0 - r t _-ysl - _ - - ~ U U ZO ~ ~ ~ INV, EL = 71.50 6' SAN. ~tU~7.85 RIPJ~ = 72.6x, _ CONCRETE AT DRI '~C~" RfM ~ ~~I~'~' 1 I INV. EL, - 71.55 i _ , ~ 14so IE hJ = 67.04 ,ENTRANCES, AIS S, FIRE HYDR NT A S L ' 000 1 ,~7J...-_-- - a ~ ~ ~ I PLL3 I~°~-- k 6-~W__ -~pARKIN 1 tb. , Pt.L i N~-~-p_1--~~ _ G__EIC,_.I _.~E-- 7z-s~+ P_ER CI t IN~EX 4~ 2.1~~ ~z U U U U I r, ~ I ~ - 'tl°r -;RI E 4.~~' 3000 psi AND SANITAR '~'~WER DA M : 8,1 N - THICK WITH WWF. 2 `x8" TA~,~I , .INV. EL. 71.~d I~ I 1•+55 DREW ST,~ET C.R. 52$ 1i~o.G R/w CITY OF LEARWATER TL ALVE INS /{LCE ~ : jQ'~, n.aa W i I ~,~i-3--_____._- - 1472 119C; I ,a • ..t. AT , I f~~2'u ~ Pu.2 ~ _ , ~ __AT APPL_ICAN S _ ,XP~ ~ I I PLLZ -I-%-r_'r, - 7NL-ET_I7__.1 ~ ~ a!~~ I, , 1 ~ I ~QQ ~ RIM EL. = 74.00 t E SAWCUT & ATCH i o, ,~-ea~----~' - -I - - 16E_ s la INV. EL. = 71.60 _ _ EXISTING PA (yti?NT I 1~h, _ ~ - P - _ v Cole - _ - - - i I ~ ~0 "fir I - _ , s + _ 1 2.u 5--16 - 141 ~ ' 0 1a°. r,,.b7 r,~Ji'dC Ivil:Dlt~.U ;.,.~0 Prrr_- -I-----------___ _ __:..._...--~~~;~;::1 I N 3 -7., 72 « i 00 73.2 ~ --._._____-1-.-,-:-:-..._. 0 0 o W I,.. __._._...._I o~~ Q .o I~ , ~.:,o UTILITY NOTES I = ~ o O ~ I 3 ~N~ O 0 n~ Z = 1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. ~ ' ° 7. THERE SHALL BE 7~ FEET IN FRONT OF AND TO THE SIDES OF THE FIRE ' , ` UTILITIES HAVE BEEN OBTAINED FROM THE CITY OF CLEARWATER UTILITY ATLAS. " , • f `1 ~11ti~11111PDE13 l~..o I~ ~ ~ ~ ~ HYDRANT, WITH 4 FOOT CLEARANCE TO THE REAR OF THE HYDRANT ARE U , m REQUIRED TO BE MAINTAINED AS PER NFPA-A. • 2. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER SERVICE WITH . 0 LOCAL ELECTRIC COMPANY. I 8. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED,' THEY I'- \ ~ Ut ~'..~..Wi Sri w SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION A5 ~ 3° SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER W . ai .fit F ~ _ f` 'i'o ` ',•i ! m ~ 3 PER NFPA-241. A HARD ROAD SURFACE ABLE TO SUPPORT THE WEIGHT OF FIRE EXISTING UTILITIES. ~ APPARATUS PRIOR TO ANY BUILDING CONSTRUCTION BEING STARTED. REQUIRED STANDPIPE SYSTEMS SHALL BE IN PLACE BEFORE CONSTRUCTION CAN PROCEED ° 4• SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES. ~a ~ ~ ~ ~Q ~ ~ ° ` TO THE NEXT LEVEL° PLEASE ACKNOWLEDGE. r U N ~ ~~.I~I ~ ` L 5. INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS APPROXIMATE AND IS n, w,,, r z t NOT FIELD VERIFIED. PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR U Mp m~ ~ WILL FIELD LOCATE & VERIFY EXISTING UTILITIES e.. TYPE OF UTILITY, INVERT, 9 CONDUIT MATERIAL ECT. AND CONTRACTOR SHALL NOTIFY ENGINEER OF ANY Q~~~~~~~~C~S PROJECT#: Q~v~ ORGINAL~ATE: 14.27.OB o DISCREPANCIES AND/OR CONFLICTS. CHECKED BY: KEZ i ("j I 6. UNDERGROUND WATERMAINS AND HYDRANTS SHALL BE INSTALLED, AND COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. 4' ~061 DRAWN BY: HAZ SHEET NO. o E mz° o rn z ~ ISSUED FOR CONSTRUCTION 6 OF 1 7~ ISSUE DATE: 03.19.2007 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I~ 1 i A I ~ KEITH ZAYAC & GRAPHIC SCALE ASSOCIATES , 2t) o ,0 20 4o I N C . I ' (IN r~>;r ! f, i~~h=zo r~. (727) 793-9888 3 I £ \ 701 ENTERPRISE ROAD E, STE 404 3 SAFETY HARBOR, FL 34695 7z.4s -j-` i-- ~ ~ ? as _ W W W. K E I T H Z A Y A C. C 0 M ' a - 72.78 72.77 F 72.3a ............._I-__... ~ 72.54 ; 2.54 JM , 72.,,4 W M WM - i dM WM Wf4 WM 1JId 41M iWd kiM F ~ ~ 1.11 .79.96 12 2 ~ m3 ~Jf~iV-.--- Wh! '„hi 4lM WM --.-W-'tJld lJh1 -.w „ ..:LS' 72.1, ' r r7 ',!et wry B~~,t~G' ;~tiEr._._... whi PL 91 ; 2.5 7 1 U08 ~ ~ M ~ 9 ~ ~ \ 72.29 ~-~-719' EB 9351 LC 2600212 ~i VM wt1 ~1h1 ufa w~a slrq_...... ` 72.12 ~ , i vv _ T1.9<t 72.ac z z _ 7T a _ ,y ~ - 016 2.23, 72.7a vU / ir° T2.1310tT1~ ~\Z'L.L t0i;16 r----- _ 6 i1.G8 ------....-----f ~ 1.99 ~ , ~ / , ~ , 11~,,004}}~004_ S-~ 2 3 ROa i _ ~ \ / i 72.25 -Jr7~J2 v r3R,A55 I ip?k~`.:1,iit3 hJGjY>~~11iS'.17 _ i 1AT 2.91 P - ;2.8; OB 72.40 I i .R, ~ ~/,e M13N8 ~2.4u I / ~ 7..1310af~ \ A ~ 100G - --~i-TL65 / i ~ IA~Yti~45 W -~72.tz \ \ csnss ~.a~z.as 72. L`' F,18 ISE1'T2, t ! ~ R ~ = 68.82 \ r / I Ia I1 I \ I Lis-.-. - 1 .15 >7 .-0'' - ~./~I 1 r I .-7G-~~ 1 y:,z 1 72.2 1 r ~ ~ ~ V~~ DRIVE ~ 1,48 h.98 /i P,IN A' f 11"B" 1 1 I i 5" I I I 1 f , , . / Ire. R M= 3.55 I 1 I i I I f 1_ A I A ~ 72.2 72.1 r N 2C6 / I ~ ` I I / 2~ ?G" \I , 1 ~ I 72.2 I I x.57-, 73.40 a ~ I / ~ ® ~ 1/ I 2 26' \ I I _ I rte ~ ~ ~ I 7z.-. _ ~ ~ - - .7_'I 72.3 TRJ SIR \ /C~~"~'^ `7 F ~ " I I 3---- f . I ~ _t--- ~ . ~ r r ~I. IE 65 ~ 2~, 1 7~.z ~a ~b6.:.00 I ' 7" s 72. t 9 ; 7_.22 X43 I r 99 - . ~{o 'P 1 I 3h ~ , , •i+~,---- _._~.,__W_.._._~.._.,._.-. % ~ ~o.o' r F' 1 -r, 11'4 A ,1 7;12 7~'2 Oa~U 19 7 ~4 72. 2.^Y - , (r F) ` 1 \ ~ 17 ~ r 7p i5 12.iu = M1 6r,- _ .r_.~._-.._...._.` ~,R , ~ ~ r, ~y~y~ {r~T{~ E. ,2.53 72,84 72.75 O~ :F) 1 I v~ ,1 ® .~I/°° ~ I ~ MP I~Gi~ ~~~P,~ 7z.73 ~ J 1 1 ~;z9:,• ~ 74.0 1 1 v~v ®5 / ~ 74.0 0 I',F ~ I~' d ~,Q~, ~a \ J ~ ~~72.9.~~ / i 7 • \`NA I - 73.o i ~ ® b 1z 2 47 37 "s 1 ; a•/ ~n \ ~ II 73.0 ~n ! ~ ; 73.1 2x98 ` , ~ X I , ' PL L~ ~ ~ 72.0 ' in ~ a c~ \ - I - ~~i I X73.01 \ c - ~+%'.01 72.8a \ ,:il 73.QJ ~ ;0 4•, ` S # ---SCC .'3.03 01 r'1 ~y"'~~ 72.0 ~ ~ ~ ~ < , . I ~ I~.:~'tJi 73. 1071 7 ~ ~-'~.7~9. .40 7 ~~IS7t I , _ ~ I 73.301 72 9 I, 4. 3.21 I~~~ -5T.90 7^,.~ 1700 7L'' a x.90 1 v i - -I- ~ 16zt~ 1' I ~ ~ a, ~ 131.-D ~ ~ ~ F~LIy, i Ir~(.o ~A r ~ £ - - - C_; j I 3 - .,.~.I ~ I IJ.:J.. I STORM R POlq~D~~ ~ G I 7 23 TOB = 74.bO i Sl"'r I t ;TY j STORM~FA ER I P01~D3 I W ! ~ ~ M TOB =74.00 1 ~ T•Y I , 122 ~ 1070 0 0 3 3 - ~ o 0 3. 3 73.5 a: 73.:: BOTTOM- 71.0 IviA., I MA, _ , _ ~ BOTTOM= 71.¢0 04AS I ~ h,1,",S PlL - EaP, I 2' ,2 7 %2.5 ~ 'LC \ L[ z/ I _ ' ~~t ` _p 72.s ii ? I J l._ , rn - - 3 W 1 1331 _ FFE= 2,•~1 „f - 1 _ I ~ - ~ ~ ~ I ?2.86 - 13: ~ 72:9 1830 1 ~ ' ~ 334 t ~ 6QI,,' 72 5 ~PLS-- 3-a 7„ I 2140 ~ c7 133u 7 _ _ ~ ~~J`4t7 72.es '-"5 FFF=72,91 7,.- I ~ ~ ~e ~,~ts:so g-a ~ ~ ~ _ I r 72,'. ~ uiT, V ~~ZJ`~t` C) i33o - ~ 72ri %2."u O 73.13 I d . n. - <.6 81-Ci - , _ hAS _ n. Lt I hi~r~_ ~n 72..; CC a 7L.F ; .n' ~ 72.21' I BLf) ' rL+.:. I it n ' ~%F'2.6•• 1 122, 1, _ I J',, I 1 I' ;3.43 - ,~i ,i::v _ p I ;I GI ' PLL 1, I ' f I I 7 8" I 27 I 7` ~ U' n n n q ; 7 ~ J.. 7 .ai o' ^ I~% ! 1-~f7 N'•. )r)4 Ds.. I 0' ^ o ,3.47 P L n ~ 6 ( ._.T L II (l _J2.P; ~ _ ^ I _ n ~ ~n I ICI '1. ' ~ (.J (fL,,'', irlvt, _ n- ~ ;7F I i ~~GE O ji-n iql~ ^ I. ~ '~M ' 7 ~ I rl (C 11/IG , c n ~YRN~t r r';) f~ ~~r,t..ti.. I 72a n raM~t . ' ee „ RWL IL I n-' ` RC QNL ~ i '~.~I ~ `1 ~ r : I I ~ r aNt I q E"'i S ~ ,#25 ^ ~ r~ t , , .1 ~ I ~ ~ Q ~ 2.86 n~ A ~ I I' ~ 1 F11J L - I n n , 72. W5 - ~ ~ ' C, rye. Z3.' o~ { iCag n... x ' /.,o ~ - I ?:j.,; .72.2 _ ~ ~ ,L G I _ I 72.:5 f.~ C~ ~ + I 1~ a lD ^ 72.7,. ,-~1;1, ;,L • _ ' n ~ r y"l' / 72 % S r~ I ~ r ~ 1~1 ~J N -P L 7 .09 - ` a ` = ~ 2 _ ;/2.6:; I / r;" 6. u„ 1 _ < A 2:36 - Pal ~ n, n '`til m^n ~ .1 I (-~~:~o .,G, n °2,3 - I I n' -n~:\-'~ X24 ~ :~n._ 2i' I [ 24 ~ ~i to ~.I,' ~ I ' ' I 1 _ ~~.y`J~ ~j ~I. 7 X92--- - a Z ~ -;;19 _ ' . - r },;t,9 c a 72./4 , i \ , ,~P, 1 Al ,t GpAVV. n' P ~ L3CL s 1. rls - \--1-- _s.~s'ary3-="--~/,=r - _ n' r' . - P01- ~ ~ Jy ~ ~ i - - 593!\ J t~ r ~ Pt?L c~,c ~ coin W I _ I-~-i I ~R v ~ r.': 132 n X19 _ GI - 72.4 S~9Z2'51" ;,(C:) r; I oLC,Ft ~u c•I,, V cd. 1 T - ~1"_ 7~3.6212t6 .3.1' r _ - I i'2.3 SP, t, - ! V <y L u~2.59 (1210 >r203; I~ P'J - 91 ~ , 73.53 ~ I td:., , ~ t 11 ~ ~I I f I ~ I , PLL GI D 7~? IE S - .76 \ ~ f ` ~ ~ , I _I j- 1 -{-,J.~2 1 I \ I I I w~ w ~ , IPJ TPil'1 ~ ~F L , i ~4I'~i~ I' II, ,p r, it ~ r,,+ i ~I~'#~ a~~k" ~~~:A;. 1 v / I LIhIE r _ -7 L E _ ~ D ~ J i , L.I. E f ,.i[, f,.-tip ,~f, , ,1 v / to L+.~ W . ~ ~ ~ ~ rt m ~y LIhIE t~~1 ~ ~F LbC> D ~,OP t~P~~~) 'PJ G~/~f;T 1 IP•!F Oi LAPJD (~l';ulr Gfz~ ~ ~~~ti ~ ~w ~ ~ ~ w W E'I i ,~~t IM a34 _ _ ~ _ I / 0 ~ - ~ P , f"' . HART Y'JJ ! I~ I ! ~ ~ ~ I'I~ ~ , , v r1 ' ~ •-_7_ ~ i +73 _ FC~,ItJ_:Ll JF NAG.JLR Ar.C I~J I~ ~ Lnfl[' U~.UV OR - s i ~ , E~~OPh~~RLY' I ~ ~ f~ - 59.ti8 E~~~I~P,1~NlY OF IIAf;I?Y~d t'VAGPdER I'iC' I~J FAf'T LIPIE: ~F L.AP~IC1 Nf.;Vr' Qf~ ~ ~ ~ , \ / I~-I W N 1 ~ _I FQRM -RI_'f t?F i,. PNII_l'P,S I it~6 4 ~ ~ fGRP,~rf:LY 1 33~/ 7z 7 SUV - 59.~L ~ _ 7 _ ~7 4,. / f-C~f~1~F,LY U~ 4. PHIL~ii~`_-; I. ~6 ~ ,L~ w \ 75.x1 rs.a + ~i } ~ ~ E"1 7 A- ~ I I ~ I+ 11 I I 3 69 P ~ 73 I ~ ~ I V 18 ~ T I 20 1 a ~ ~ ~ r- 1419 , I. ~ 140814f 7 ~ t ~ .~I ~ r ' ~ U raloo~ #18 I 8 , #l o - , ~.I ~~'1' O ~ ~ ~ , - .18 1J7d ~ ~ '.f 5 ~ .r 15 _ ~ % 1410 ta0g4! / ('1 6.'~ (;1)~ 'Ih~', (v . ~Ll. 2. ~ 8 11 U.7 ~ ' .,.3__ - -H,k41-- _ ~7.,.',{) f ~~-fb'5~75 rq. ~ E x ( / \ f:._-.- id _ I Z 44.00 ~ { 1CE 6 ~ r BDL BOL ~ I, I / C~ I Fu ~ rii~t?.SFf~NCE 15s~,FIE:C i~lt3~ .97~ t41o i4t F G ~ ~ 0 d t -~=rte-!- f !51t) -{_7c~~~. 7. ~4 i$O-k'4~ ~ ~ I / \ 7' -~E1-yl;F6~ 19 FEN -6 ~~j 3 P v t.j~` ~ SCI" ;E6 1,1 8U .DO .L, - A - #19 FGIVf Q ~ r I,' i I ~ - t- Gldf~ 5 ~5\.'.-.`~~ .i~2 1~~+~JL'F' G I L_ 4 F~-!} LG , . P„L t~L Q0~ gp t / r-JI ' I 7 J ~ 1201 a ,11utiI~Ar I, I ~ ~ ' ! , f I ~ I . z.s6 I ~ ~ . ~ .ocano -1a ~ s'' < , _ ~ I ----II-- _ X13 1 I W ~I I ,s°( 13 + r-I Z w 1PM v I~LEOq I 1„ f R~ I 00~~ 0~0~ ,3.22 ~ , , %Ci.ra pry I \ 1I ° ~ i ~ I Q~ U Z ~ 1 P"I, I ~i i ten, ~ ~ _ ~ I I 4 l"! ! I ~ ~ V m N a I J I I ~a! _ ' I~ _ ' I w w ~ i - _ I I. I I I s I F' i o o W I " 0 7a ,~1 ~ ~ lV l7 7>}1 ~-744.•1 1557 1+3 oce o' I I / }14.44 I / -0 - r- - - tV N i 73;6 ' 3 I I 75.25 J B~~ I f- - 1) 6. - i I 5 I I 0 +-:t.~n , ~s I bay°o I a a uzi I =5.^5 ~--I---I_. - - --.~;~~s. ado I I 1 a - ~ ~ 20 o-on - f c '~-i--_ Q~3 ~ f l._ I o - - / ~ r ^ a I .99 -F I Ic i F ~ o ~ 7;.25 \ r I - ~oao 5 15U CC!' OF IHF: Sri!; THER • C. !510 ~l} o r -F~. _ / N N E m „ _ ~ WES I RL'f 15U.OO` OF 7HE SOUTHERLY pp E' q r. /q a .T. T 9 F~7' I ~ i - ^P i >f ~•1J 1,4 OF `jW 1- Of 3.3G ~ ~ - r OF SW 1. C1F --~I`r .oc I~ _ r rliF. I, n~EF;cr I~ ~ ~a ~ - = I ~ Y Y i_1 rc,r - i 0. D o`,. '..,i'. .r V I E c ':'yt~ r. ' - + Y~ ~ I t23~ 2, 45 ~ 6 E LG~J E>;I;~rlrl, RI, 0 I ~ LCS~ E,.I~IIN(; RI, u~.( 73.5 ~ \ ~ ~ ~ - 73.3 BELC R _ ~ A~ i ~ 'I Ea PA Lr_i' ICE RGAD aPID L,RFW ~TR~ET ~L1 I .n..,~ _ ~ _ \ ~ D !C DREFI _~iR(_ET f .r.. ~ I 1 I , I ~ r ~ F f~ - ~ w'~ 1 I - --.L_I_,a.5'a -7~,jdo ,~7 C, - r, i I / ~ ~ 'C~ I I 7a n~~`t ~ , ~ ~ 'i3U L+L'D F) 2j31 1 " I I ~~1 C. ~ _?3KING WITH RAMP ~ I ~ss~ r I~ 1 w w w I 74.88 H.01. SIGL~ PER FDOT 1 t'~; 5 ~~,~i vf° ; % l . ~ ~ i 1 ~ ~ f 5 ~ 9~ 'z : I I I I ILL I L--- ----J I I I- FF.=7,~. -a== #14 I L- -I?JB~X 30 f ~ ° ~I ~ ~ _ ~9' I I i p w I -{-14.43 I f-7s77 1 I , ~r 3 ,7 Gl_.... I , l-A 4.43 11 ~ , ( ~ I onn z -~.74 74.sa-r- ~ ' r ~ I 3.04 ~ ~ 0 0 0 N 4.74 74a. -j I +7.4.GS ~ ~ / f i~ T £ ~ r ~ ~ ! ~7 I -r7~ee MAS1 3I~\ 1-; I 6, I !~F^1r~729?~ i >TY ~ ~ ~ ~ g c ~A _ UUU - o TE~,'1, ~L~ 2.,1 r. c.'. I ' o i i~a7~u i ~ z2a ~ CITY BM ! +73.?r, I 4u~J~ ff8 1 r i @ MA., 3 / ~ I i~ ~ II r~jC _ i W W W %3.83 - PL / ; ",r I _ L 73,'19 , f. ; . - _ , \ ,''Sq C7 E_, I ~I ~ ) -f- l 73.,' GI = ~z.6a L_ _ ~U~9,.:L.~.~1 ~ ~FE, I ~f.J I _ 7 - - - h 15,4 c~ 15L~ 15..E - ~ I ~lIE3J~.~,T PR(~iFFF'1 ~,RG~~, I~I„~.'`~ ~ ~ 11' I ~ ~ ~ IE I'J - a~a.~E -'14.5,3 J; T -i'"3.~ y-=~:4:~._„_,,,,,,_......_ rI,Z - 1.1 )L y, LLD F1LD ~i~ 74.53 - - - - - ~4-T,.r5 i ,~I ~T1!?~,f' ~T 1~ ~;.-r~! 4~ 1;;;;y~ _ ~'S't ~I ~ BLD , D GR -I-73.57.28 ~ 73.24 3 73.Oo ~ v i 3 g N r~~a p1 ! - ~ a ~ 5G - f"n,~ ~ ~ ~ _ ~ 3'72 {1 ;;~.1f3 _ ro r 73.56 C:~~i - IFIIVI, F~_I=~q~,~~} 1 , . : ~t~ I oao ~79o i ~i -U,V'S F~f ~_~1 1 11 \ W \ !443 ---._......._I- e \ tt 13 4.22 ~ 74.5 ~ r~1ty y. ~ ~ ~ 1 O ~ ~ ~ ,4.43 --~~--T I -I 13 9U u) ~rj ~I { ~ li'1~ ~ I T ' I ~ fV Q .Ss , .~r ;h{~.I'TII i,/~+, :~•aI;IrJG Ba~l~ Vii. ~ 5 I I , 75.2 \ T _ ~~sA , '`,~c sl IV59'22'21"WfLI ~+3.5' i~P,~LE I I 1i Na~9°i2'21 „ C-. ~ \ \ I v 5 ^ l r / \ ~ i?5 b:~'k F) L ~E / pIR 1" ~ ! ~PJORTI~i P Ur ~>~~'ii'JG BA51S ~3~}r " J 7n~ 1 ~ ~ ~ ° ~ iJ~,9°L2'21'WL #15vv ~ 0 ~0 ~ilf .Fl ~7~~~ 6~v P, ~(t . ~ 73.93 15 \ I a \ / ?:i ~ F, ~ f4.02 ~ 1 FPP 12° ' . ~ 73.7f 73.bo - 1 a 1.71' \ / I _ "a c 3 \ ~ _ / ~4, 73.9a 61.G(};,):.: a+,_ 5 1~c ~1.O(P ~ ~ , - ~ £ 4 . 10 2.90 2.96 0' 0.31' ~ ~ F'~~~Griir iF i ~ r ~ ~tAZ 1 FPP 1!2 247 X3.94 r~ ~ 73., 75 A,, ~ r,, ~ 2~ ' / N t'9 ~ ~i o L' - ~ _ _ I w , ~ a , _ - , y ,,ii ~ ~ ~ a"o ~ ~ , -e£~ 7-3-1 ' ' .Gbf-~i. - ' S6 _ ~ L~:U;-.. ~ ~ 8 ~ I . I 3~G/ "r, . n.` ~C „y 17 ;F~,. - ~ oo ~ ~e> 13 - 0 ~ " Q '~n~.'S'_ I o G „ a 4' ' 7' . x373 ~ ?f ~.t~, . 7y ~ Ql'~ . "°n°~ '1J". 154 4UV 9~~ 1<. 0 -i5.~~,'e'bl,. ~ r,.~.~ l `F2' :ti. ~f~ o , .i~ 731U. ft-drm9.10 r^..~ 1. f,~ N v 1 - ~ o~ _ , P. `F2~ ~ a5]~. ~'3 N3 soo ~t€~.~. r T,. f>i~ 1,i ~~i,' ~4.b~N 1 I . J ° aSBI.ILT 1 14 , ~ , n > ;~,.4w__.___°___``~'~.:;'N 7:,04 e" _8L~ . 1;;72. F _ >t'J q' ~ ILL ~J6 ---i.~~,=^ Fy ~..-r-_}~ ~ _-..~._I,!49: _1~7~ ,~_6 ~2 r~~~ ~c~r~,l /~J, )y 'f"_-°_ ' _ - 1 ~ ~ ~ N _ w~;5,t!4, 4~• e'oi} ~7- GC i~ r~9 ~Nr ~ rv it - - - _ ~ , t w>7 3. ~ dFi - - fR~1 .,I ~N~'' 2.6a , re.4 ~ 4Y4q I 4Jf\ ~ l~.-.IJM 7? - i L_ . ~ ~ _ rr ' `~l.\ WF, amy.. IJM we.m ~ ' - =NPi_ V!. ~ nome® 1d~,,1 ammms. IiM r -~,C~l~_. ~ ~~N - 4 t~__. _ ~ _ m s ~2 ~ --.:._~~r---- - . _ r, P o it rs a - ~j LEL+ ~ _-_.+.,R.W~. I _ - 'r ~ -=!14'~r--' fZ^ :r rL"~ w ~ O,v .,1 ~Za0 G1- ~ ~ _ ~f?.OC - 75 i7t39-'I t ,(.;P ~ i+ ~ -~p'~:El I ~ ~ h- 1.18 72.1f.' CIF' ~ RIM 73.48 r1~_ _ _ _ _ _ ' ~ RIM 73.48 s ;~r-- ~z-._. ; _ ! - I'~! , o ~o ~o I s c 'v -o G2 RIM - kyfi I R'vl ?l..g'. ~ - ' o xa, N 67.85 ~ ~ II , _ ~ - - _ _ „ b, w w Fllvl - 7266 ~ R S' f,llt - I ~ ~ . ~ ~ ~ zr~ i N I ~ N 67.85 _ 7b8.3 o ~ 1460 1:767.83 IE r~J = k,Tlj,f. _ i?;i. J ,~~7 67.83 I~ rd = ~ ~i ~ i ~ r~ ; ~ m ~ _ ~ 7 - ~ 4s°~1, _ _ IC J, - It ~V , ' ~ 7sr! ~'a ~I ,r, z f {-;-3~3----._- _ . _ a ' 1473 1a~;: i _ ° r., o ° - ')hi ' _T. ''~3 SANITARY FS"~WER DATA FROM \ ~ ~ ~ ~ ~ ~L' ~ ~~pu.3 l~ F C f~. E 1_.. T ~w~1 cFAwhes~.~3, r' ^ ~ ~ SANITARY'~~WER DATA FROM ~ 7. ~ ~ ~ ~1 t, s~ '~:w D E 1~d T f~, I T . ~ ° • t ~w 1459 DREW ST ET ~IOr~ r. J,,,1 CITY OF CLEARWATER ATLAS coPr~ECT ~u~8r'~ry1 DR - . _ C.R. 528 I , ~ , f.'- ~ - _ _ ~ 147[ I .~0 L,>r_ DL.arafd~:;L \ f - - - CITY OF CLEARWATER ATLAS ° ~ I T~3; i';~~h5~ ; u~r". ; DREW STIR~ET (C.R. 528) i017.(;~~{~; ti4~ I t4;2 11!,, ~ ~ \ ~k ~ ~ ~ C7 ~ y -03 r: _ 8]A_. t {LZ f-;-694 ~ PLL2 , f Ll'Z 1'1..52 471 P .I.2 m 1 ~ 100 RNV < ~ " ~ ` z , x.18 4n7 -ra~~'--- - 1 OO ~ I L2 PLLI ~ d+, ~ ~ ~ ~ _ , t~ ~ N i ~ " I~ Q ~ ~ 7--29S-18E ~ 's ;5~~3 0 ~ ~ ~ ~'~t r`4't~"1 m~ calr, - ~ - d ~ : - --I-73-4---.-__jE_=/ , {(E- 3 ~~°,;1- _ - -'1.,F9'I_._..-______-~ ~?.7„ _ - T_..- ~.:4s---------1 s=ue - ~ }-'i-'_'3--- _ - _ '1-tJl - ~ ~ ~ 0~1 1451 ~ 73.67 74.. GG _ {-,.a9 PL'C1'~______ _ _ r~~ ____W'W - '=,=gJ>1_- 1 93 ~ ~ 1aS< 7 ~UrlC MEDIA.fJ , Z1- 17s-i.-._._ _ ___~~ILT_ ~__-----I-iz~~,tal I:ONC ME[J1FlrJ f`l~[]I/1~d 7:.49 PLl"I_"__ ~_.__._-r, z- - ~ r~ - ~ - -f-r~~1-_- Q ~ _ ~ , 3.. cl ~ , ;15 _ _ - J i. ~l ~ PROJECT ' a3 ; PLL < PLL ~ ?3.02 ------._....}._f 30LL E _..__---------__,__-__-____..____._x..72 5a ` 72,P6 j 3 , '3.us' i - -~i2.F1r _ ~ ~~3,-~-y,,,~'~~ ORGINALGATE: 10.27.08 4 CHECKED BY: KEZ I I (}e DRAWN BY: HAZ m G 'C SHEET NO. D G m Z TURN TEMPLATE FOR TRUCK (WB-62~ TURN TEMPLATE FOR PASSENGER CAR ISSUED F CONSTRUCTION 7 OF 11 ~o ISSUE DATE: 03.19.2007 CIVIL ENGINEERING . LANDSCAPE ARCHITECTURE PLANNING -~r 1'-0" ~2, SEE DETAIL THIS SHEET FAR 1~1~ srANDARD PRE-PAINTED SIGNAGE REQUIREMENTS DISABLED PARKING SIGN 6 b• _ _ WHITE BORDER ~ ON 1/6" THICK SHEET & SYMBOL ALUMINUM BLUE BACKGROUND i. RAMP 1,12 MAX SLOPE ' 3ia~~'4' c~,9'o-. KEITH ZAYAC & PARKING BY 2' 3' ASSOCIATES, BLACK BORDER DISABLED ~ & LETTERS PERMIT INC. 2~ WHITE BACKGROUND ONLY CONCRETE WHEEL STOP SEE DETAIL THIS SHEET BLACK BORDER $255 FINE (727) 793-9888 & LETTERS F.S. 318.14 0 WHITE BACKGROUND 741 ENTERPRISE ROAD E, STE 404 FACE OF CURB Z J ALL LETTERS ~ o NOTES Concrete to be 3,000 psl, with fiber Mesh relnforcing, SAFETY HARBOR, FL 34695 1" SERIES "C" ~ 2-1/2' rein ~ ~ 2' Min DIAGONAL THERMOPLASTIC z" HOT DIPPED GALVANIZED STRIPING 8~ WHITE @ 24" D.C, www.KEITHZavac.coM STANDARD WEIGHT STEEL PIPE 5' 12' MIN ~ EB 9351 - LC 2600212 ~ I N ~ (U ;•t:.• • b•.~`. t. ~.•R N N ~ ~T~ • 'e a ' , :•~`:'•~a:•`• . I I• ::.`:••~r•~`•~• THERMOPLASTIC STRIPING • .a~•:'•~ • NGTE~ FINISHED GRADES OF " " 4" 4" PAVEMENT IN HC PARKING • I F'~ ~ ~ ~ ~ • • III- a;,l I, a: -III 8X2-6 CONCRETE MASS. - 'a' Q FINISH TOP OF MASS LEVEL W AND ACCESSIBILITY AISLE • I I~ • _ y~T}{ A SLIGHT RAISED WASH ~ ~ SHALL NOT EXCEED 150 ~ ~ . •I I , N APPROXIMATELY 1 2" ABOVE ~ = SLOPE IN ANY DIRECTION - ~ / - , ~ I~ • - ~ LEVEL Of TURF/SOD. ~ 3 7-3/4' #3 Bar I--- 7-1/2' ~ #3 Bar [ ° Typical Typical ~ a• i i a• v I__I •a • 2" .i 1 ' TYPE A TYPE C ~ a I rn ~ ~ a i~ ' CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA B„ PUBLIC WORKS ADMINISTRATION HANDICAP S T R I P I N G ENGINEERING PUBLIC WORKS ADMINISTRATION C-' ENGINEERING NTS ~RC N BY 5/ 9 REDRAWN BY DAZE 1 12/98 updated Flne sa CHECKEO BY TYPICAL HANDICAPPED wDEK No. t a/s/oz Rev. Notes RG. CH(:CKED BY WHEEL STUPS rtDEx No. M'a' SIGN DETAIL 119 PED SIGN DETAIL HANDICAP DESIGNmBY REV. DALE DESCRIP110N APR G 1 t7F 1 DE51Qtm BY REINFORCED CUNCRETE u~ REV. DAZE DESCRIP710N APP. R,C,S, 1 DF 1 I . i " 4" Drop at All Drives • 4 Drop at All Drives TYPICAL FIRE HYDRANT SETTING ~ ~ ~ . • 2"R 5" 1" N N a • , ; • • , 6 2 nJ Wearin • 1-1/2"R Wearing Surface g ing n,ts, ~ 3"R ~ Surface ace ~ ONLY APPROVED ~ Flre Hydrant Asser~bly m . !I` rot o / ~ ~ ' ~':.a;• I, Construction Joint q ~O of ~ ~0 ' (Typ') Kennedy Guardian No. K-81D SECTION A-A Permitted T R' y ~ ~ '''~~~:a: ~ ~ Muller Centurian No, A-4z3 W NORMAL TYPE I CURB co ~ ~ / :?:;:y,::;:•;:.::p;•' " Distance Varies U.S. Pipe Metropolitan ~ SECTION -SEE INDEX 101 d Y ~ :;p:::;:~ N \ j 6 6"R 7 O ~ ~ ~ ~ ~ ::d:: Base A c (YP ~ o ~ Base :4:•• .;~.,,.•;~•.a. 18" Min, ~ Z4 Max. ~ % ~ :Q: Valve Box `Valve Box ~ Q ~ ~ ' 6". 24" :Q:::::~: / CoMpacted i . CorTpact.ed . • ' • ; 'Sub 'rod'e a e c ~ • Subgrade • 9 i ~ ~ ~ I \ Limits of concrete swale \r x F ~ f a udntit ~ Limits o p y q y i, /~~//~~j N~TE~ When u ed on high side of roadways, the I , U W cross slope of the gutter shall match the e ~ ~ w Q cross stio a of the ad 'acent aver~ent and 2s P J P STRAIGHT CURB " PLAN the thl~kness of the ll shall be 6 , unless d ~ ~ ~ W ~ W W ~ ~ ~ P 's ~ Ta in Sleeve & Valve 1'-4" otherwise shown on plans, r pp'9 ~~Q W di Mech. Joint Valve cu By City, Fee by • TYPE I CURB Uwner ar Contractor ~ i ~ • ~ ~ ~ ~ W . • . 3' OZ O~ W Back of Curb 1, There shall be a 1/2" seal joint ~ ~ between SECTION B-B ~ ~ 5 #s continuous ~ Construction Syrnrletrical ~ N '0 About Drivewa C back of curb and driveway, ~ Z W 2, Concrete in curbs shall be 3000 psi, i I psi, ~Restraining Joint (TypJ Exist, Water Main ~ ~ ~ Connecting Piece w/integrally ui l Q ~ ~ ~ with SECTION C-C cast Mech, Joint Gland on a o ~ • Wearin fiber rlesh reinforcing, Face of N g one End-D~I~ Rotatable Mech, Z ~ Q NOTE: Curb ~ Surface s CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA t, FLORIDA Joint Gland on Other End, CITY OF CLEARWATER, FLORIDA w w w ~ PUBLIC WORKS ADMINISTRATION / PUBLIC WORKS ADMINISTRATION Subject to City Engineer's approval. ENGINEERING 3 TRANSITION A T D R I U E S ENGINEERING VISTRATION PUBLIC WORKS ADMINISTRATION 0 0 w G ENGINEERING ~ ~ _ To be used only fn unique situations. REDRANN Br CONCRETE SWALE RENaAVO BY DACE Novo 7 92 2/91 DA,E NGTES~ REDRAWN BY TYPICAL HYDRANT °AiE a N CHECKED BY DETAIL rrDEx Na oNwKrn BY TYPICAL CURB CROSS "io Na ~ 4/a/oz Rev. Notes Ro. SECTIONS { 108 :ROSS 2/91 " B,V,D, 05/19/93 1. All Fire H drants t0 have 5 1/4 Valve Seat 1 9/04 Revised Note G.L.B. a~ x No. ~ 101 ND. y CHECKED BY SETTING 1 DE9GNE0 BY T1PE I CURB REV. DALE DESCRIP11aN App, DE9GNE0 BY I Iffy. DATE DESCPoP710N APP. q.G.9. 1 OF 1 C.M.H. 1 OF c 2, See Index # 407 for Jack & Bore Details. BY APPING SLEEVE & vALV ~u2 N N o m REV. DAZE DESCRIP110N APP. BY CITY 4 OF 4 Y Y ~ fl]F2 I I N N FN- ~ a i ~ ' 9 5/8" ~ ~ ~ I z n 0 0 Cleanout Plug o 0 0 N n U U U ~ k. G! ~ ~ ~ www W aaa ~ ~i~~u I 1 Concrete Pad 4" 10 5/8" ~ ~ ~ O~ 3 V Thick x 1'-6" Sq. 9 7/8" ~C O 00o W N 6" or 1/8 Ben~? ° N o 0 Y Q) i ~ ' d 1 Q ' PlU ~ a cn Z 9 ~ (See Note) ~ W ~ - fA - 0 Z fA J { ~ C O ~ ~ I O L~ V ? I t O N 1V~'t'1~~-~y"~ J / i C ~ O w U • Sewer Maln 13 1/2" `,w ,e~n~ ~ ~ o ~1~Ir, r ~ ,~w , . tE~2 ~p m~ ~ C I I ~ C' r` zo i ; i ~ C~EAN~UT PLUG DETA ~~ti'~~'~~`~, ~ ~~a ~ ~ ~ ~ww L CLEAN~UT DETAIL ~ Y~ ' ~ ~ ~ w= C O N.T.S. `1 ~ ~ ~ ~ ~ ~ vl I t U 1~ ~ ~ ~ ~ ~ N.T.S. NGTE~ Cleanout lu to be ~ ~ ~ •t~ + K' " ° ~ ~ ~ P 9 N m U.S. Foundry 7 ~ i ~ ~ 5~,~ ~ > z L I a) t or equal, o `'`y ~~Isr~~~ m~ yU m CITY ARWAT ~ DR A PROJECT#: 52 s E GINEER G 3~~EP ENT ORGIIVALDATE: 1027.08 3 i Kr- R n nr 5 I MA-Mu-'. M03N CHECKED BY: KEZ CHEC BY E W.J. r O DRAWN BY: HAZ APPRCV BY~• 1 REV. DATE DESCRIPTION APP. C. T.J. or - SHEET NO. m ' o E mz° o rn z ~ ISSUED F NSTRUCTION 8 OF 11 ` i ~ ~ ISSUE DATE: 03.19.2007 ~ O I i I i CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING I i KEITH ZAYAC & i ASSOCIATES, I INC. (727) 793-9888 6" U.D. 6" U.D. 701 ENTERPRISE ROAD E, STE 404 Finish grade to ~W " „ 12 24" 4 -4 3'-4" SAFETY HARBOR, FL 34695 4'-4" allow 0.4' r~in~, 1.0' I r~ax, fall from property line to WWW.KEITHZAYAC.COM I I I ac o cur I Outfall Pipe , ~ ~ EB 9351 - LC 2600212 I Minir~ur~ 36" Behind Back Nf Curb 2-1 /4" 2- Aluminum Skimmer ' 2-1 /4" 15" Minimum i Dr Edge of Paverle _ _ ~ ~ i 3'-0" -0° ~ v N 36 sidewalk Weir b r ~ O I U7 m ~ C C ~ ~qqmm~~ \ ~ ~ i0 c0 m ~ A N N o m ~ l / ~ ~ - ~ - ~ ~ / " ° e a TYPE E ~ ~ ~ ~ I ~ ~ cleanou 8 8 / Concrete Pad ~ ' Under Skimmer I ~ ~ o Straight Bars 2" x 3/16" ~ ~ ~ a 1 Double-Sweep Tec~~ / 30"-36" or as Reticuline Bars 1-1/4" x 3/16" ~ ~ Design High PLAN VIEW ' Directed b „ i y Water Level 5-3/4 Bands 1-1 /2" x 1/4" I the City 4'-4" 5-3/4" Eye Bolts Per Approx. Weight 215 Lbs. „ 4 5-3 4" Top of Bank ~ „ D FOOT Index 201 3 -0 Grate Elev.= 73,50 I i 2„ ~ NOTES ~ CITY EWNED A r Steel ~ ~ ~ ~ H~ME~WNER AWNED _ o o Grate 1, Fasten sklrtrter with 4 stainless AND AND MAINTAINED w~ 1 steel bolts w/ lead anchors 2, Seal all edges of sklrlroer at \ MAINTAINED ~ ~ 2" CI. \ - / / Weir Elev.- 72,25 ii,\/ contact points with structure with ® ~ n c o Aluminum Skimmer Elev.= 72.00 waterproof caulking or approved equal ~ ~ n 6 Service Late al ~ ~ - Pond Bottom Elev.- 71.50 ~ ~ N Main ANY VARIANCE MUST HAVE WRITTEN APPROVAL ~F THE CITY Outfall Pipe W SECTION ENGINEER 8" #4 Bars 6" l ors 6" U.D. 15" Minimum INV.= 69.30 ry CITY OF CLEARWATER, FLORIDA Conc. Pad ®12" Ctrs. Ctrs. CITY OF CLEARWATER, FLORIDA I-~ PUBLIC WORKS ADMINISTRATION 4" Min. Install 6" (Min.) ENGINEERING in,~ PUBLIC WORKS ADMINISTRATION Q ENGINEERING , 2 3/04 R~daad Par Ut9ittaa REDRAWN BY STREET LATERAL °A~ Gravel Bedding D,Kin 10/17/02 ng R~Nowvo Y STORM SEWER 6j00 ~ Q ~ ~ 7/03 Nova a0. Into R/w BY DETAIL INDIX Na. CROSS-SECTION ~ ~ 2 0 305 0 / / 0 ~/oe/toot Added notes as cN M~ta Y OUTFACE CONTROL IrmocSD, ry ~ REV. DATE DESCRIPTxRI APP. BY 1 or 3 FD OT TYP E E I N LET r M od i f i ed l REV, DALE \ / R.S.F. DESGNED BY STRUCTURE I-~ REV, DALE DESCRIP710N APP. A.C. W/ UNDER DRAIN 1 or 1 Q CO ~ CONCRETE MASONRY WALL CONSTRUCPON ~ ~ W ~ ~ • NOTES: coNCRETE 0 0 1.) WALLS Materials, c a. New construction; maximum 6'-0' hi h and constructed with Uniforr Materials, construction and quantity control of masonry shall be in accordance ~ ~ r"'t with Uniform Building Cade (UBC), Chapter 24. General conditions and ~ ~ ~ W 6' dia.:Steel ~ I 6'd steel ppipe ) g constructiol bollard, filled of concrete block {8"x8"x16"). Materials used should be bollards as w/cpncrete, painted consistent wfth those used in the construction of and during grou construction requirements shall be applied as specified in UBC, Section 2404 (f), ~ ~ ~ ~ Q during grouted masonry work. _ I-~-I M cone Fltled (typ,) ~ o traffic ellaw architectural st a of the rinci al buildin Section 3-602 rn y ~ P P g' ( 1. All reinfc 10'-8" Materials) Grade 60. 1. All reinforcing steel shall be deformed bars conforming to ASTM A-615, W W W N Grade 60. Vertical reinforcement shall be placed in the center of the mm ~I-~ 6' eonc, Slab 3'-6" b. Existin :maximum 6'-0' hi h re lacement materials can ~ masonry ce • ) 9 9 P masonry cell, and shall be held in position at the top and bottom. ~ W r , ~y 16'd conc. ftg, be made of the same materials as long as they are made of i lp~ 12~ 3'-6" crown top of ftg, approved opaque material. 2, If a slat 2. If a slab dowel does not line-up with a vertical core, it shall not be sloped ~ ~ ~-I clearan a clearance more than mox min, min• 2.) FOOTINGS more than one horizontal in six verticals (1:6). ~ ~ w / 3. Horizonte 3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or \Oi. 0 0 0 0 8"x16" concrete w/2- #5 continuous rebar imbedded. equivalent) Swing gate 3. CONCRETE SLAB equivalent) at 16' o.c.. ~Qj rwl~ I (typ,) ~ ) 4, Hollow L ' 0" • ; , Monolithic, min. 6" thickness w/imbedded 6"x6"/ 10x10 welded conforming 4. Hollow Load-bearing Concrete Masonry Units shall be normal weight ~ H ~ v 4' 3'-0" • • wire fabric (W.W,F.), 3000 P.S.I, with fiber mesh reinforcing. PSI, conforming to ASTM C-9D, with a minimum compressive strength of 1,900 ~ Z r , PSI. W min. ,a • 4.) CONCRETE FlLLED CELLS 5. Mortor s ~-i o ~ I~ 5. Mortar shall be type M or S, in accordance with ASTM C-270. Place all ui I Q ~ U With 1-#5 vertical rebar tied to footer steel at each comer and masonr in © y masonry in running bond with 3/8" mortar Joints. Provide complete coverage ~ p ~ iii every 4' O.C. face shell I i 0 00 face shell mortar bedding, horizontal and vertical. Z ~ O ~ j I 5.) GATES 6. Coarse r PLAN Drop pin hole Constructed of min. 1-1 /2" diameter galvanized tubular steel of 3/8", 8' 6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size U U Z of 3/8", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at .W, .W, w • (typ') B ~ L L A R D DETAIL w rivac t e slats inserted in alvanized steel mesh fabric 28 days. 28 days. ~ ~ _ N.T.S. /P - y- m g , hin a mounted on min. 3" diameter alvanized steel ost. Tie beam with N.T.S. g g P 7. Minimum 2-#5 rebar continuous (Gates and post constructed and installed per applicable building of all cells d a rn 7. Minimum 3" X 3" clean-out holes (saw-cut) are required at the bottom course 12 12' code by licensed fence contractor). of all cells to verify grout placement. Clean-outs shall be sealed after masonry inspection-provided in accordance with ACI 531-4.6, and before ' clearance clearance masonry in Min, rain, 6.) DROP PIN grouting. grouting. N N o m 1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole 8. Prior to Y Y ~ 8. Prior to grouting, the grout space shall be clean, with no mortar projections 6" into concrete for rods. In as halt rovlde a 3 4 P.V.C. P P / greater the greater the mortar droppings or other foreign material. All cells shall be in E 1-#5 of 4' center sleeve, 6" long, or equal. vertical alig vertical alignment, and shall solidly be filled with coarse grout as specified. ~ F H ~ 6' dro In P P 7.) SOIL 9. Durin p (typ,) Soil bearing capacity to be at least 2,500 P.S.F. rout our 9. During placing, grout shall be consolidated with flexible cable vibrator. First grout pour shall be stopped a minimum of 1 - 1/2" below the top of the ~ ~ ~ ~ Swing gate (typ•) middlepbon~ middle bond beam masonry. 0 0 0 Z ~ 8.) BOLLARD g Grade Grade 3'-6" high, 6" diameter steel pipe bollard filled with concrete, uU.~~ 0 N 14" ~ painted traffic yellow, imbedded 3'-0" deep in 18" concrete i ~ foundation. (See DetaiQ 0 0 0 ~ 6" 3000 p~s,l, Concrete slab with fiber mesh reinforcing - d U U U ~ ~ 8" monolithic, Min 6' thickness, 6'x6'/ 10x10 w,W,F, U N 8'x16' concrete footin w/ i?- #5 continuous CITY OF CLEARWATER, FLORIDA aaa W CITY OF CLEARWATER, FLORIDA ~ ~ ~ ~ ~ rebar (t g PUBLIC WORKS ADMINISTRATION yP ENGINEERING PUBLIC WORKS ADMINISTRATION ~ ~ ~ ELEVATION 7 18 04 BallaM 0eta9 &V.D. DRAWN BY DATE 2 08 18 ~ rn ® / / E.A. 6/01 / / ENGINEERING 2 08/18/04 Rev. Notes &V.O. DRAB BY 801 cNEdcED BY DUMPSTER ENCLOSURE INDIX ND. N.T.S. , 4/8/02 Rev. Notes R.a D.N. 701 1 4/9/0 1 a/9/o2 Rev. Notes R,a eY DUMPSTER ENCLOSURE INDEx ND. G DESGNED BY DOUBLE o'N• NOTES 701 0 0 o W REV. OAIE DESCRIP710N APP. DESIGNED BY 3 OF 3 ~ N REV. DAZE OaaPoPTION APP. La 2 OF 3 REV. GATE O ~ ~ Q I o r O ~ I m rr ~ N (7 a3i p N Z v c • LL LlJ -Vl~OZ~ i ~ t u v O 00~$t li l l J m ~ i%' ~ F 0 i ~ N C ~ ~ W : ~ w~ U ~ ~ w 3 ~ V~ r."~4i i ~ WW ^ f ~ 1 I~ C i a) \~u~c~ ~ r ~ cn L U W~ N L M i N t ~ UU a J m , O~ PROJECT#; 5 ~ ~ii1G~G ORGINALDATE: 10.27. 8 CHECKED BY: KEZ I DRAWN BY: HAZ i r i / • o E mz° E m z c \FO~SHEET N0. ISSUED ONSTRUCTION 9 OF 11 w 7 D ISSUE DATE: 03.19.2007 I i CIVIL ENGINEERING LANDSCAPE ARCHITECTURE Nw ~w PLANNING 0 q i ~ ti LEGEN D q N R 0 WORK AREA SIGN WITH 18"x18" (MIN.) - ORANGE FLAG AND TYPE B LIGHT SIDEWALK CLOSE AHEAD KEITH ZAYAC & TYPE I OR TYPE II BARRICADE OR VERTICAL ASSOCIATE S CROSS HERE PANEL OR DRUM (WITH FLASHING LIGHT AT ~ NIGHT ONLY) INC. Q I CHANNELIZING DEVICE (727) 793-9888 701 ENTERPRISE ROAD E, 5TE 404 WORK ZONE SIGN SAFETY HARBOR, FL 34b95 END ADVANCE WARNING ARROW PANEL WWW.KEITHZAYAC.COM ROAD WORK EB 9351 - LC 2600212 w . ~ ` w W ~ o , ; ~ N U ~ W C[] Y a a o 3 ~a~~ m ~ ~ C[] m ~ ~ C[1 ® CCI r ~ 1~ CD IV m 0 Q m w 0 ~ CD ~ ~ W T m = m Q~ V J m w w W o u°-i m CD , J N ~ U W y m I w d, ~ W ~ E~ ~ ~ Q p SIDEWALK CLOSE ~ ~ > ~ U w w ~ AHEAD o ~ ~ ~ CROSS HERE m ~ ~ ~i W ~ W i Ci7 ~ I W Cf] ~ ~ ~ ~ ~ ~ pi m ~ Z m ~ Z~ N ~ . W Z ~ o BB QI O~U~~. C~ a z~ ~ ~ a ' U U Z _ w w w - - - - - ~ ~ x a a DREW STREET C.R. 528 ~ G~ a a N - - - - - - - - -100' RIW - - - - - - - - - - - - - - - ' Y Y ~ m a - 0 ~ N U Z Z Z ~ ~ ~ ~ - n 0 - ~ ~ s: - 0 0 0 Z 0 N n 0 0 0 ~ BBB s ~ ~F-~ d U U U ~ U W NOTE: aaa w m ~i ~ o! o! o: m 1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SI PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE W( ~INTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR UNPAVED " PROJECT. IF THE PATHWAY LIES ALONG A DES1GNATEI 0 UGH THE WORK ZONE FOR THE DURATION OF THE CONSTRUCTION DES1GNATED SCHOOL-WALKING ROUTE THEN THE CONTRACTOR ~ ~ „ " MUST PROVIDE ADEQUATE SUPERVISION AND OR GUID ~1D/OR GUIDANCE TO THE SCHOOL AGED STUDENTS AS THEY TRAVERSE w THROUGH THE WORK ZONE. ~vn ~ o.-.- Q N O ~ 'v d CI] 2. LANE CLOSURES ALONG DREW STREET 8c BELCHER RO 3ELCHER ROAD SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS OF ~ N o ~ m 7T09AMAND4T06PM. o ~ z m 3. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE W ~W -U?-OZtn ORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION'S m "MANUAL OF UNIFORM TRAFFIC " CONTROL DEVICES A~ DEVICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S m "ROADWAY AND TRAFFIC DESIGN STANDARDS" INDEXE`. 'DS" INDEXES 600 THROUGH 665 (LAST EDITIONS) ° O .U C ~ ~~tilhlr~d~p ~ ~`n,Q ~ ~ ~ ~ ~ ~ 1 1 1 ~ Z N N I oC U ~~u ~ ~ ~ ~ ~~h ~a~~~~ i~ ~ ~Z.O d U " uuu}}vVV ~ C O t V' ~ ` ~ ~ (7 ~ ~ Inc, N RIGHT LANE m CL05ED n ~ ~ FZ v .°o AHEAD 1=~`, , I ~ N r . v N ~Q1 rz PROJECT#: -06 a a ~Q~~ ORGINAL GATE: 10.27.OB ROAD WORK n AHEAD D I"0ou~~yv CHECKED BY: KEZ i 0~ DRAWN BY: HAZ m ti N o E SHEET NO. mz° z° ISSUED FOR CONSTRUCTION 10 N E 7 i 11 ISSUE DATE: 03.19.2007 OF . _ CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING i I I LEGEND i r WORK AREA i SIGN WITH 18"x18" (MIN.) ORANGE FLAG AND TYPE B LIGHT a KEITH ZAYAC & TYPE I OR TYPE II BARRICADE OR VERTICAL ASSOCIATE S PANEL OR DRUM (WITH FLASHING LIGHT AT ~ I I NIGHT ONLY) INC. a0 CHANNELIZING .DEVICE I (727) 793-9888 i f 701 ENTERPRISE ROAD E, STE 404 WORK ZONE SIGN SAFETY HARBOR, FL 34695 I ADVANCE WARNING ARROW PANEL WWW.KEITHZAYAC.COM EB 9351 - LC 2600212 ~I e i _ i ~ 0 . ~ a ~ ~ i ~ O a ~ o . ' ~ ~ W . ® I V ~ J w W ~ ~ w o SIDEWALK CL05E ~ o ~ m AHEAD U ~ I ~ w I CROSS HERE SIDEWALK CLOSE END ~ ~F ~ AHEAD RIGHT LANE ROAD IDEWALK CLOSED AHEAD ; ROAD WORK 3 ° w ~ I ~ USE OTHER SIDE I CAHOEADD AHEAD CROSS HERE ~ w I o ~ j O ' i ~ V U~ QN if ~ ~ 540' 500' 350' 350' 350' ~ W ~ W Q N I ( ~ I, ~ ~ ~ ~ ~ W (I ~ - - - - - ~ U ~ ~ _ Q7 _ . _ _ - - _ _ _ . i i 8 w w A4 - w ~ i B8 BB 8 8 - - - - - - 9~] .EI_ 8 B 8 ~ ~1 __B_ ~ ~ ~L - ~L ~1 ~ - ~ ~ G~ < ~ DREW STR C~ EET (C.R. 528) - ~ o~ w 100' RIVII f`~ ~ z~ z ~ ao~ ~ ~ w z~ Q ~ ~ Z a a N N N ~ m ' Y Y ~ E _a N N N Z Z Z i ~ ~ ~ I p N U U U Z ~~LL a n 000 ~ a U U U ~ NOTE: o!~~ V N aaa ~ 1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A S. ~~u~ ~INTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR UNPAVED ~ ~ ~ IDEWALK CLOSED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE WI HUGH THE WORK ZONE FOR THE DURATION OF THE CONSTRUCTION o ADD PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATE . DESIGNATED SCHOOL-WALKING ROUTE THEN THE CONTRACTOR ~ ~ CROSS HERE MUST PROVIDE ADEQUATE SUPERVISION AND /OR GUIC ND/OR GUIDANCE TO THE SCHOOL AGED STUDENTS AS THEY TRAVERSE ° ~ ~ W .o = THROUGH THE WORK ZONE. Q d ~ N O ~ 2. LANE CLOSURES ALONG DREW S TREET & BELCHER RO 3ELCHER ROAD SHALL NOT OCCUR DURING THE PEAK HOUR PERIODS OF ~ N ~ o 7T09AMAND4T06 o PM. z 0 3. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE W ~W -fA-OZfA ;ORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION'S r "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" AP DEVICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S m "ROADWAY AND TRAFFIC DESIGN STANDARDS" INDEXE' DS" INDEXES 600 THROUGH 665 (LAST EDITIONS) cw ~ > y~ y ~ ~ ~ 0 U 3 qqa , ( ~ ~ O rV N ~w w i ~ M; ~~ow ~ wo v ' C O w ~ ~ ww N L Z U N m ~ e~q ~ ~ • ~,4~~ ~ N L C! t ~ ~ ~/M? ~ yU m v?~~~o PROJECT# ~5~ "Lt!'~"• 3 3 ~ { ~ ORGINAL DATE: 1027.08 o ~ I I 0Q se ~a CHECKED BY: KEZ i i Q 0QR~Q DRAWN BY: HAZ ~ a~ o E V ee\e ~ ®F SHEET NO. mz° o D+ z c 3 ISSUED F c~ STRUCTION 11 OF 11 ami ~ ~ ~ ISSUE DATE: 03.19.2007 1 "INVESTIGATE BEFORE YOU EXCAVATE" _ ~ CALL SUNSHINE ~ 1-800-432-4T70 FG STATUTE 553.851 (1979) REQUIRES A ~ MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. INDEX COVER SHEET 1 i GENERAL NOTES 2 1 DEMOLITION PLAN 3 i9 SITE PLAN 4 PAVING & GRADING 5 NPDES NOTIFICATION NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ATTENTION: THE EROSIONI SEDIMENTATION LOCATIONS AND DETAILS SET FORTH IN THIS DRAINAGE & UTILITY ~ 6 SITE PLAN HAVE BEEN DEVISED BY THE PROJECT ENGINEER TO MEET THE REQUIREMENTS OF THE FEDERAL NATIONAL POLLUTANT TRUCK TURN 7 DISCHARGE ELIMINATION SYSTEM NPDES PROGRAM. FAILURE TO ~ ) MAINTAIN THESE CONTROLS, OR AN ILLICIT DISCHARGE RESULTING ~ GENERAL DETAILS 8 FROM THEIR FAILURE WILL LIKELY RESULT IN FINE CITATIONS. SEC. 5B-239 OF THE PINELLAS COUNTY CODE AUTHORIZES PENALTIES OF UP TO $5,000.00 FOR EACH OFFENSE. GENERAL DETAILS 9 AND ~ MAINTENANCE OF TRAFFIC (Phase I) 1~ 11 ! MAINTENANCE OF TRAFFIC (Phase II) R NOTE 3765 CONSTRUCTION SHALL BE IfJ ACCORDAIJCE WITH THE LATEST EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, ROADWAY PLANS PREPARATION MAf~UAL, AND PINELLAS COUNTY CONSTRUCTION VICINITY MAP ¦ ~ a )0410010 STANDARDS. ~ ~ "°"E' ~ XA~ • W'X'~ o.Nmq 0 11®~ IUNLWN LEGAL DESCRIPTION 5 Xmn r g 104/0020 uFFxrr w.uuA nw rAnu ~ 4 FRAYNpI AYFFIE 07,/29/16/90126/004/0010 IIAFNW W11LVA 2 LOT 1, BLOCK D, FIRST ADDITION TO TEMPLE TERRACE, ACCORDING TO .THE MAP OR 8 FFw wnux 301 00 PLAT THEREOF AS RECORDED IN. PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, :FLORIDA - p11F18 ~ lA.[ 6FL ~ ' 104/0300 . FP p PMCO 07/29/16/90126/004 '0020 )0410290 LOT 2, BLOCK D, TEiv1F'!.E TERRACE, FIRST ADDITION, ACCORDING TO THE MAP OR ; .PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS PROJECT ' F r VICINITY FX~.~ ' OF PINELLAS COUNTY, .FLORIDA . a ~ , 7 HuiIIAVFA ~y s i } O Ll9ISlF1 ~E®ID ~ WAIN cwxmic ouux ~ F~ ~ 07/29 /16 /90126 ~OO~~'130 ~ xwmr vuwaAr ~ - LOT 2, BLOCK D, TEMPLE TERRACE, FIRST ADDITION, ACCORDING TO THE MAP OR wxwn ~ ! / PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS N.T.S. OF PINELLAS COUNTY, -::FLORIDA MwmF owF ~ 07/28/1 90126/004 j'0030 and 07/29/16/00000/330/1200 / ~ y ~ ~ . BEING THE WEST 150 FEET OF THE SOUTH 190 FEET OF THE SOUTHWEST 1 /4 OF THE ~ SOUTHWEST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS ROAD RIGHT-OF-WAY AND ALL OF LOT 30 AND THE WEST 14 FEET OF LOT 29, BLOCK "D" FIRST ADDITION TO TEMPLE TERRACE AS RECORDED IN PLAT c L 1.. i E S I N C BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF SAID PINELLAS COUNTY, FLORIDA AND ~ MORE PARTICULARLY DF SCRIBED AS FOLLOWS. BEGINNING AT A SET CONCRETE MONUMENT IN THE INTERSECTION GF THE NORTHERLY RIGHT-OF-WAY LINE OF DREW STREET (STATE, fV N a PLANNING ROAD #590, COUNTY ROAD #61) - (100 FOOT RIGHT-OF-WAY) RUNNING THENCE (1) ALONG J ' N ~ ~ ~ I 30R, FL 34695 SAID LINE OF BELCHER- ROAD NORTH, 00 DEGREES. 01 MINUTES 19 SECOND EAST 140.00 ¦ ¦ - FEET TO A SET CONCi~.F_TE MONUMENT IN LINE OF LAND NOW OR FORMERLY OF LLOYD KING; THENCE (2) IN PART ALONG. SAID LINE OF LAND OF LLOYD KING AND IN PART -LOCATION MAP IN PART ALONG LINE C,F LAND NOW OR FORMERLY OF HARRY N. WAGNER AND IN PART ALONG LINE OF LAND ??"~~IOW OR FORMERLY OF 0. PHILLIPS, SOUTH 89 DEGREES 22 MINUTES ~~fi e ~d 51 SECONDS EAST 17~ 00 FEET TO A SET CONCRETE MONUMENT IN LINE OF LAND NOW OR I ,x I ~ ~ ~~d Co~chrn~n FORMERLY OF G. ROBERT WALLACE; THENCE (3) ALONG SAID LINE OF LAND F G. ROBERT Cr,m_:n~~ g.. _ • ~ , ~ EB 9351,.N~LC 2600212 WALLACE SOUTH 00 DEGREES 01 MINUTES 19 SECONDS WEST 140.00 FEET TO A SET 0 aa'~ X? ~t;rrr,)rl, a, 1"'a9tr]~tit~$t CONCRETE MONUMENT IN THE SAID LINE OF DREW STREET; AND THENCE (4) A ONG THE ~ F ' SAID LINE OF DREW STREET NORTH 89 DEGREES 22 MINUTES 51 SECONDS WET 175.00 FEET TO THE PLACE OF BEGINNING. i . ~ i M ~ ~ f_Ile} A~ - . ,~r~ ~~t E R F 7 4 TT A KE RVEY R. P LARI 18850 U. . HWY 19 ITE 500 A ATE L 33 6 ! ~i~rd~ng ~yt _~~~tmao r ~ ~ > > i > > i ~ . 'T ACKER, 727-524-6500 SAID PROPERTY ALSO BEING DESCRIBED AS FOLLOWS: THE WESTERLY 150.00 FEET OF T-I~E~~ SOUTHERLY 190.00 FE~:T OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP ~ R R HITE T. INTERPLAN 933 LAND FL 328 E BRYAN 407-6 5-50 +Rg' • ~ ~ ~ > s ~ ~'aw > > > ~ - SOUTH, RANGE 16 EA~~1~~, LESS EXISTING RIGHT-OF-WAY FOR BELCHER ROAD ~~~,w• , ~ ~ ~ ~ ~t TE T ANDE L - . WE T H E BLVD. TAMPA FL 11 LAND APE AR H I N E N IAK 4 21 R a ` ~ ~ . r~ ~ 336 STREET, AND ALL OF ~_UT 30 AND THE WESTERLY 14.00 FEET OF LOT 29, B , " ~nl ~ ~i a i9 ~ ~ ~ ~ DREW J NE ~ ..813 831-9595 ~ 1 tU r C~~. \r~~ FIRST ADDITION TO TEn~PLE TERRACE, ACCORDING TO THE MAP OR PLAT THE y,;; ~ ~ : ~ r" ~ • : I s ~ ~ 't ~.:a a' ~ ~ ~3 ~s . ~ , r~ • I~ ~ I ~i s~~ =~rrF x P13St1 5t' ~~w. r ~ ~ , ; ~ v ,~'1hlE~f13C~ SC RECORDED IN PLAT BGOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLA x .C~ ~ ' a,, w U' ~ s.~~~a r ' - ~ ' 7~ ~ ~ LItd~IC(tt gat; FLORIDA. ~,,f ~~~~~~y r, it i N.T.S. ~ - ~ Cult o Bay E3f~tl I ~ < ~ A en A 1 Permit No. Date Issued !Date Ex Tres , ~ 9 oY - PP• P ~ ~ ll tAi ; c~1,' r a~~~l~ ,~ti' ~ II ~ ~ ~u ~ 7tR ~t L.I1.1 La i:.l ~ ~ t~ L°J L} ~.~a (J~ UlJ lJ Omwing'fY 8° way ' ~ Ni r~ I • E ~ t~l,r~ ~r SHEET p ' ~rxi~ R~ 9 a , a 9z~tti St ~ .v _ ~ ~ ~ ii r ~ _~ai~ ~t ~ ~ E - ~ ~ w., , ~ , ' ~a~ e [1r n~S~am ~~ay t'~th 5t .~~aF~ C~.~~9 auG o s zooz ~ - t99r~~~~14~i ~r ~ I ~ ; lzv~c~~ra~s ~d fi ~ 5l~ ,'~.t • _ ~ i~~t 6~I~!t~tt l.~r Cr d F~ KZA Pm} Na: 528-08 = N ~ lll~F~-~R~~.~a,.~~ _ ~ _~.,.:::_ti..,,P~~ y 00 / V P. 0.f 1 ~p T p4 owner Pro} N0.: NA LJ T" N l R R R vD E R V i e E a Scala SEE SHEETS J Q e C ~AT CITY LEARER Sheet No. ai E . z° ISSUED FOR CONSTRUCTION 00 o Z w ISSUED DATE 03.19.2007 Of a w i .00 -3 W q W w C rN CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING GENERAL CONSTRUCTION NOTES CLEARING AND SITE PREPARATION NOTES WATER SYSTEM NOTES DRAINAGE SYSTEM CONSTRUCTION NOTES 1. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARK F-12 HAVING AN ELEVATION 1. PRIOR TO ANY SITE CLEARING ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION 1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED E MAINTAINED BETWEEN SANITARY SEWERS 1, STANDARD INDEXES REFER 10 THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC OF 72.71 FEET, NORTH AMERICAN VERTICAL DATUM 1988 (NAND 88). PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ACHIEVED BY ADJUSTING WATER MAINS DESIGN STANDARDS". TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE II 2. LOCATIONS, ELEVA110NS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AP POINTCAS ANOALTE NATIVE THE INIMUM 2 ALL STORM SEWER-.PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH KEITH ZAYAC & FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, LINE OF TREES THAT ARE TO REMAIN. REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT .POINT. OR ENCASED IN CONCRETE FOR THE RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES ASS 0 C I A T E S ~FLICT POINT. SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS ~ ELEVATIONS, 'AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER OTHERWISE NOTED ON PLANS, I N C . FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL B 'M 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION E AINTAINEC BE 'MAINTAINED BETWEEN WATER MAINS S AND. DISCREPANCIES PRIOR TO IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE' SOILS REPORT ARE AND SANITARY SEWER. 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICT AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS 3, PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO 3. ALL WATER MAINS SHALL- HAVE A MINIMUM OF 30 INCHES AN[ 10 INCHES AND A MAXIMUM OF WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE ~ ~ Z ~ } ~ 9 3 - 9 $ S S CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. BE DIRECTED TO THE SOILS TESTING COMPANY. 42 BELOW FINISHED GRADE. INCLUDED IN LENGTHS. 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGU 701 ENTERPRISE ROAD E, STE 404 i LOCAL REGULATORY STANDARDS AND 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE SAFETY HARBOR, FL 34695 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY SPECIFICATIONS. SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED MULCHED ~OR PLANTED WITH TRAFFIC RATED FOR H-?0 LOADINGS. ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF SEWER ADJUSTING THE WATER LINES AS NECESSARY.' JITARY SEWER TO BE RE50LVED BY 5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. WWW.KEITHZAYAC.COM FLORIDA, INC. AT 1-800-432-4770. , 4. THE TOP 4 TO 6 OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING 6. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE ENC S AT THE END OF WATER SERVICE 6. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS. Es 9351 - I.C 2800212 ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED, BY PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. ~ , LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION DISINFECTION. THE CONTRACTOR. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF- 7. RESTRAINING JOINTS SHALL BE PROVIDED AT ALL FITTINGS AN[ 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. DETAILS. _ FITTINGS AND HYDRANTS AS SHOWN ON THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. ROADWAY BASE AND SURFACE CONSTRUCTION. 8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS: ~ ~ 6, CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING 8. MATERIALS -AND CONSTRUCTION METHODS FOR WATER DISTRIBU 'ATER DISTRIBUTION SYSTEM SHALL BE DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND ANY EXISTING STRUCTURES. IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODE' INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SPECIFCATIONS FOR CONSTRUCTION, LATEST REVISION THERE( AGENCY CODES, PLANS, AND SHALL BE PROTECTED B`( SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ~ P7 SHALL,.. OBTAIN.ALL_NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO SPECIFICATIONS THERETO, APPROVAL AND CONSTRUCTION OF VISION THEREOF AND SUPPLEMENTAL ETC., WHICH SHALL BE .MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION ~ , STRUCTION OF ALL POTABLE WATER PROGRESS, ~ ~ ~ ~ INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COOP v1UST BE COORDINATED THROUGH THE r l EXISTING STRUCTURES FROM THE SITE. LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIE: UBLIC UTILITIES, 9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED 9. ALL UNDERGROUND PVC SHALL BE DR14 C-900 . CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND ( ) FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE i00). THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD • I 9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO, VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES • 10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNERS ENGINEER SHOP DRAWINGS AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE 10. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN APPROVAL BEFORE EXERCISE CAUTION UTILITIES. THE CONTRACTOR/SUBCONTRACTOR SHALL DRAWINGS, OR BY THE ENGINEER. INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. WATER SYSTEM TESTING AND INSPECTION REQUIRE WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON V _REQUIREMENT NOTES ~ ~ THE PLANS OR LOCATED BY THE UTILITY COMPANY, ALL UTILITIES WHICH INTERFACE 11, ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS, 11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP AND THE CONTRACTOR SUBCONTRACTOR AND SHALL COOPERATE WITH THE HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVI JDING FITTINGS, THRUST BLOCKING, AND SIDEWALKS WITHIN PUBLIC RIGHT-OF-WAY, AND ANY OUTFACE SYSTEM SHALL 2EMAIN UNCOVERED UNTIL PROPERLY BE WRAPPED WITH MIRAFI 14 ON FILTER FABRIC OR EQUAL FABRIC TO BE A MIN. ® ~ / DRAWINGS, THE CONTRACTOR S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE PRESSURE TESTED AND ACCEPTED BY THE OWNERS ENGINEE OF 30" IN WIDTH AND CENTERED ON PIPE. IER'S ENGINEER. PRESSURE TESTS TO ~ ~ INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER CAUSED TO THE CONTRACTOR SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS SPECIFICATIONS. CONTRACTOR TO ~ OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND / INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. NOTIFY OWNERS ENGINEER AND COUNTY INSPECTORS 48 HOl CTORS 48 HOURS IN ADVANCE OF ~ REPLACEMENT AT THE CONTRACTORS EXPENSE. PERFORMING TESTS. TESTING AND INSPECTION. REQUIREMENTS 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICF IACTERIOLOGICAL SAMPLING AND OBTAIN 1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES, IT WILL BE CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BA .S OF ALL BACTERIOLOGICAL TESTS TO BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR W TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE BE SUBMITTED TO OWNER'S ENGINEER. NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ~ 13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE RESTORED TO ORIGINAL PAVING AND GRADING NOTES ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S E'i CONDITION OR BETTER. ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. U~ Q ~ 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIbNS AGAINST 14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY. , WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. ' CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED DEWATERING SHALL BE USED AS REQUIRED. SANITARY SEWER NOTES ~ ~ ~ ~ U] BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO , EXTRA COMPENSATION IS TO BE ALLOWED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM 1. A HORIZONTAL SEPARATION OF 10 FEET SHALE BE .MAINTAINEC SAFETY NOTES ~ ~ W ~ W ~ E~ BE MAINTAINED BETWEEN WATER MAINS AND ~ THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. SANITARY SEWER. 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY ~ C''J ~ ~ 15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED , REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL ~ ~ ~ TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS 2. ALL SANITARY SEWER WORK SHALL CONFORM WITH 'COCA ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE L REG TH 'LOCAL REGULATORY STANDARDS AND BE RESPONSIBLE FOR THE CONTROL AND SAFEIY OF THE TRAVELING PUBLIC AND THE OBTAINED. ANY WASHOUTS REGRADING RESEEDING AND GRASSING WORK AND OTHER GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. SPECIFICATIONS. ' SAFETY OF HIS PERSONtl~L. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE W W ~ ~ PROVISIONS SEf FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF ~ ~ ~ di EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR SUBCONTRACTOR 4• IT MAY BE NECESSARY. TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT / , UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNERS 3. SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUf' AVE A MINIMUM COVER OF THREE (3) FEET TRANSPORTATION. ~ ~ W ENGINEER OF RECORD, ENGINEER PRIOR TO ANY ELEVATION CHANGES. AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE S!. COLORED GREEN AND LAID. ONE FOOT ABOVE THE PIPE. HE PIpEAPE SIMILAR TO "TERRATAPE'° 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF ~ ~ W 16. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL 5. CONTRACTOR TO PROVIDE A 1 2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER / FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY ~ Z ~ ~ W CONSTRUCTION, MAINTEN",NCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE O ~ . GAS- UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC ~ ?Z ~ UI ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS 9Y AN 6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX N0. 17346, CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE ON- SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS SHEETS 1-7. PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. r-I z W ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS ~ o~~ BEFORE ENTERING. A CONSTRUCTION AREA, 7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE SANITARY SEWER TESTING AND INSPECTION RE UIF 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET w I O ON_ REQUIREMENT NOTES FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. Q o ~ U w NEW PAVEMENT MEETS EXISTING PAVEMENT. 17. RECORD DRAWINGS. THE.CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. Z ~ ~ Q INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION g, CONTRACTOR IS TO PR VI R ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOUR 0 DE E OSION CONTROL/SEDIMENTATION BARRIER (HAY BALES TO A VISUAL INSPECTION BY THE OWNER'S ~ ~ Z IEER 48 HOURS IN ADVANCE TO SCHEDULE PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECT10N THE CONTRACTOR OR SILTATION CURTAIN TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, INSPECTION, 4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE o o w SHALL SUBMIT ONE {1) SET OF RECORD DRAWINGS TO THE ENGINEER. THE FINAL RECORD AND -STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED a a u=i FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. 1. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. TO ENTER AND EXIT THE SITE.. IF, IN THE OPINION OF THE ENGINEER AND/OR .LOCAL _ AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE Y Y~ O ~ m 2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER PIPING SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND OR AUTHORITIES. E AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL CHANGES / TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF UTILITIES & 0 o APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT 9• IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR Z Z Z Z Z W w w ~ ~ SURFACE IMPROVEMENTS. DRAWINGS. SHALL ALSO SHOW ACTUAL INSTALLED PIPE SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION; OR OTHER ~ MATERIAL, CLASS, ETC. ACCEPTABLE METHODS. ~ ~ ~ ~ ~ 8 N ~ (J B O O Z U U U } } O 3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL 10. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) I- F F- o INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER.. INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE U U U 0 p ~ ~ ~ ~ U U U CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A ~ 4, DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND w w ~ aaaW W u1 DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO as ~ RELOCATION SHALL BE CLEARLY SHOWN. CONSTRUCTION. . • ~ D! 5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND N PREFERABLY THREE (3) PERMANENT POINTS. ' o 0 o W .o O ~ ~ N O Q ~ N O O O ~ 3 ~ N M ~ N d 0 Z 0 LI_LLI~-(n-QZ(n PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS t ,tttlttR~gltf U m 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE '~ti "MMR+r W ~1~ a SOILS ENGINEER. 0 ~I~ ~ °r 2. SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION y. \J ~ fw,ITi ~'~~l~r~~'~ I Z ~ *1/ 0~ ~ r ~ W ~4 : W y ~ r~~- fl TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL r . ~ ~ w y a r~~ ~;w h +ii n ' ~ O t0 REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR 0 E ACS ~ ~ 2~ ~p,~}~ i• ~ ~ .d W W ~ •o THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED. ~J= • Td .o ? xl ~ / ~ 0 L r 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT U4S ~ L'1 !.1 l,:`J ~ LJ ~ ~ ~ IJLJ ~ +~3~e '',+b t~ J• ~ N P AND COMMENCING CONSTRUCTION. m W ~ Q J r _ RI ~ ~ m ~ q~ v~~pq~ PROJECT 526-06 ty J G. iJ ~ ORGINAL DATE: 10.27.06 rv .ysa ~ ~ ~P ~ ~ aU`3 ~ ~ T e'~ q CHECKED BY: KEZ i NEIGHBORHOOD SERVICE BRAWN BY: HAZ n CITY OF CB EAW-MATER ~ m E SHEET NO. 0 mZ t oE Z c ISSUED FOR CONSTRUCTION 2 OF 7 D 11 ISSUE DATE: 03.19.2007 i a CIVIL ENGINEERING \ LANDSCAPE ARCHITECTURE PLANNING - EXISTING TREE CANOPIES 7`'~' ' i TO REMAIN c. ~~.~1 .r _ _ - - - R ADE_. EXISTING 2" W.M._ 1 { - - ----i-- I _ - 3--` W f u .r._' rf4 a~r~ 4rh; /?.7 i 7c 54 rrr`- - - - _ , ; _ _ ~ - 12 2 ,r'..,^ ~JM 1dPf ~dM ~dl-0 dli .,,yam„. ,N F,rr§ S1M VrPi 'x.11 ~ -r 71 96 {-7 91 i ~ b41 wra 'wrf Ai4 --°W- ~rtd 72.94 I PL ~?,~.7 ; irpt)gY ~ ~i \ TOP = 72.94 - 2,~s ~ _ NO ACCESS DMH C ~-73.i9 1016 2,23 a i,9~~.,, i.,^„tom r,.G 71.94 ~ 1128 .1.'.79 1006 1 r1U45 ~ Y 71.1;:; 72:48-_ _ 12 3 HI40AT i it ~ni ~ r^, n- f°~~~~ / ~ h~~~ ~ilr = 18 ~0a ~~B rci~i,T,17 THROAT ~p,o1 ~ ~ T,. ~~.G/ G~1E 40 / / M- M6)`~,,b „ ~ 0~-iy~ ~=.P~'~,__ _ .1,1~, ~I~kh,3,,5 - 66. E,? :-~r----__ v v4 - ~ ` ,2 r r_e ~ rtl- t c~8 ~ y , RIP, = 13 55 - Mr, n 1 I~ e ~ r~ 20b 1 I ~ ~ 2.2 _ - IE (e 5:57- 7:1U 1 t 2 ® -1-=`...... _ _ L . IE E = 6.,21 •,~17z.~, rR~,;~,Ir ~ „`I #3 r...._1~1 ~ ; KEITH ZAYAC & IE ~ = 5 65 f ' .~`-1kt; r--__._ - _ , . , # / ! 7 r_ 72 is 72.22 '843 4 ~ 12 ~ d~1 fw l~ U P,IM = 72.61 IE_ IN _ 99 ~I`7 ~.5 - 5 ~ s. _ ASSOCIATES, ..4_.__ . I N C . 1,zs y ,.1~,e ~ ~ 1 _ SMH C ~ / q 122a 12.472.:;' ~i "'~~i 6 i ' / V 7321 -7GY~a I !Ij fJ ~ - - 4L' PLL PL(~ ( 1 ~~1'' kfr, ttX Ur (727) 793-9888 ~ I ~,i '^.42 72.' I ~ 1 7;.oe ' .e. -r o7 ~yt~ 1r„ > z. ' 73:3U~ 125 L -3.^1 'r1i';~~ `rT~.-:S" (1( 7?,85 ~ 17.95 di'' } _ it ,1 _ _ PI15 I y 70I ENTERPRISE ROAD E, STE 404 I f;t.fi• ~ HIa.~ _ zo GRAPHI o SCALE ~ SAFETY HARBOR, FL 34695 _ - l) _ ~ ~;rl-IROAT ~ ' TEMPORARY SILT RIM _ 72.90 ' ~ I, 23 E ISTIN ? ' W. ' .c1 # lo!) %~~F FHNCErLOCATION ' IE hJ - 69.42 ~ ~ ~ . 7_.05 73.[' - ~ , _ ' ~ M FAT) WWW.KEITHZAYAC.COM 1130 PLL ~ r> LBR 7.3.19 (T~P4), 72.90 I" ~ s 12.5 DMH B ~ Il.~ 1 inch = 20 ft. EB 9351 - LC 2800212 (,l U I(_) ~ .I ~ L... n _ r '7 w - I .'i6 (i 332 f' _ - ! = 133 72.5 I , = 6 J ( 3,4 ' E+I.O / ~?-Y }-~2 J1rEli-'L''r' _ SAW UT ISTING . d3 1 ~ _ i ; r, Lr, - iT' J / ,3' 13c7 VALL Y C B RL I_ - _ s - , 72•F-3 ~7'.~; 55 - Li. ~ 1227 %.l r.'~ {'_.6 72 G 7 e ~ 3 i..- ( PLL 1f 17 I li 10 r, , 7.41 _ 1' I _ _ ~3 =r I ~ h` #26 FIRST AUDI ilr)I~.1 e ' CONTRACTOR SHALL' REMOVE Nf~ l~ OCATE I ~ 1, , ^ ` . _ I,. f, ~ r, OVERHEAD WIRES AND POLES S E ESSARY ( -1- 1~ 1-C.Pv1Fl..C LEGEND ~ ~ ~ ~ TYP. 1(" TEI?PACE -172.9 7+, 4 ( ) ~ 1 `qua. - ~s> ~ - 72 , i gN15 1~.T r'.rr ~ 1,2.3 REMOVE EXISTING INLET & ~ ~ EXISTING TREE TO BE REMOVED ~ ~ ~ RECONSTRUCT TO BE JUNCTION - - Pla' ~ - r ~ „ i 72~a3 QLOCI, D ~ L-2.1 , BOX WITH A 15 R.C.P. STUB-0 .I 3'I 1 1a ~ 22 L. 1 '72.4 n 6 1".S° 1 1"1.G3 '72.84 F1 ,`3„ i v. J I_..1.. il, i ~ \ . PAVEMENT TO BE REMOVED ~ ' _ , - + ` 72.'9-. v - ,z ~ ~ h a_. I ~ a~ -I'2 h 51 2j~_ _ ---7------_.____.. l f . j ~A I ~ _ , r; 1: ? --~r?~~3-----fry-------ri'~-.-----._.... __,c,~ "-1%--~r~-~ r._ I + , / , _1 s 72.3 ~ ~ Sl 61 Cl N 132 _ w 5;.: ~,_':1"E rLi ~ 17;~.tJO~(L,1 ~ 1. ~ !!i _ l) \V rf~ ~ r _ _ _ ~ ~ ~ ~ 73 E2 122fi .3.1 =t LIO_... r _ (iG~ I ~1 ~ r_.J L - 73.53 LL 72..,J }1203 I I _ v. u l 72.7 I } - c' - ror - r SC' ~ 1 .73,7 qq I I I PLL I f ~'72.7q I i- r.~;.iEi i ' ~ + ( 1,, 11~1i~f.L.», E_Gf:F_,.: I ? . .~r_ 1 C:- ' EXISTING SIGNS AND FIXTURES TO BE REMOVED - ~ IGA -_ilsa _ _ '~=,~ass ~t 1111Li11' EASEMk:Nli ~ ~ I1 i , ~ I r3.UU - - - - - DEMOLITION LIMITS ® ~ ~ //yymm Llh~ r it I,II. Ird (v~RT lld~" OF LnND JOW OR ` ~f2~, ~a!~ 4 i / \ / I IM I / F q ,1 - , t MI ° L r ! i .~,PdD Efl f",4F.T LII~~ OE L,aP1D I',Orti Of:. - / ~ r y r~ f ,.ot: ~ 7:..9 i I r. t , 1 , ~ ~ 1 I ~N 3W - 5:,1.9 1 la ~ ii 6 I ~l;<.5 SILT FENCE ~ 34 -I-73.7 ':-s.91 _ 73.fi ~ 1? ~ lj7 _ _`t 7 . i' k~ f~ SX41{ uI~. -f- ~ -I" + __7 lv69 P LC j 'I_arrrER I - ; ~ ~ ~ #1 I TREE BARRICADE ~`-3,18 95--.__ 201;, - ?~I d~ U. -~l.?7 q, :~16~Y9' iM,7h1M]7 ~ ( I fl^ . 7 n t - r ~~~OQ40~14041 }f~3? r 101 ~ I _ ' F~CL Y '1 _ C___ ,r ' i i F a . ~ . -1-750 nd5'~ ~4~~'4.-~+941C~i, 4PCy , ~ I \ q. ~ , „ f tl.Y -6-j L q, r ~ i(_ - A r Ll LL r,OL 6C7L ~ 4. .1. I :•1..,s ~ e19 _ - I - ~?~r _.._._._EDl_BGL BiR. 60y#?~~4r,liC{',k ~6; (,I ~ \ ¦ ¦ PROJECT BOUNDARY W i6 i 72.66 1201 1 ) M~, G _ I 1ra19 ,i. 1'> _ I I 73.1 1: ~i. al ,N - I rl~l ~#13 6, r~. C ~ I( 1. Or' - ~ I , 221 ' I # ~ + •f4~117 I I 75'.8 753 / # ~ r ~ I . i. , r: ~ ~ w W 16 . R „I. 4„.ti_~ , U~ l(~ u7 FENCE A~1,ON ~ ~ .J~t~7 r^z9 ~ ~ • . ~ ~ i 1,, 5m TYP. / r"~~ I ~ a~. z. ~ 1 ,3.68 ( ) _ I- ( Q ~ ~ N N n ~ 1 33,3'x,.'„1 ~ AV ' ' ~ ' , .{-744:• _ ~ _ :4 N P, ~ ' 17a6fi ~ I fi I 7 .u3 7 ~ , I I ~ 1 r r ~ ~ W ~ ~ A. 3'X2"X2" I ~ i REM VE EXIS ~ ..99 -1 7 113~~ ; / <s ~ 0'27 ~ ~ - 7~ 2 ~ :~3)a~ ~o ~1 V / I B. 4 - 5 ~ ~ ~ CON RETE & L( ' _S r_f';_ f ) ; ;r y~,d~ 7a - I: ;a y~ - ~ , I ~ + , 3.$0 ASP ALT PA MENT - ...o - ar, 0 ; - , I~~ a jai.,, - - - , 123 2A7 ' . ' 6 E , . ~ ,1 l~ 1. g~1 w w w o ~73. 5 ~ 7t~.37 'r- j c II.. 1~'5~8, A S ~l':h_ 1r,4 PA ~ 1.i1 C R ~ i-lyu~ 7. 32 V I , ~ ww ~ -a r. , r s ~ " 1 EXISTING TREE CANOPY 1~2~3 I "C~) 4.'a -I-.rrsN _ i 1 I w w H T, 3..36 I,-~- - I ~ ~~~)6(} - ~l 6 ti' ~ 11.1. I _ i ~ ran = - Tt. . " _ • #14 1 C I 9: ~ ~ I Q , ~1 ) ~ 7 ~ 1 I 4~ ~ N F' O I ~ ' -..5~ I 19~r. i 1 r r~. a 3.n~1 di / O I -I- }'U-`7--- / EXISTING GRATE TO ~ - c ~ .}-~~'sr.• n W00 BARRIE WOOD BARRIER ~ Z O ~ W BE REMOVED & CAPPED. / ~ P ~ 1-• ~ ~ ~ r' ~ ' i~ _ 11224 I - , e ~ Z ~ Q I Y , 7 + u ~ ; '73.83 - ~ ' PLL . I rii~~ •,t ROOTS TO BE PRUNED I 73.13 , - _ r .ii~'' u . , i ~ ) . ~ _ r~59 j ~ ~ '1~ ~ • a AT UTILIT I ~i Y AREA - ' B ~ ~ Z W c A ~ i p~ n~ L , I , - J : u J~` J r J .-I-73.4E ~t- 4, - I _ ;~"I ' _ - 'Irv. f31.L t.C ~ L I ~~U £ ~ m c. s; ~4. r -1-73.!7 .28 -c ?3.06 r w Z~ ° ~ . ~ p i / n ~s r tP rrt ~v `gym ~ L. ,a ) 1 Sf~i' r ~ 8 T~~ - / A\ _ - I F; Q Z - - - u61~~~,1 T7 I 1, .1 1 ©o. aer'~n'na~rvu^, i -I-73.4s ui ; i PJ%I~ IIII~.,ri;F 2/3 DRIPLINE FULL DRIPLINE ' w P'~ a^ ago°.au{a~ J lr% I ~J R r - .I-' C A ''v r r f ni"nrr~r, sci,a~789$ V ~68 rl"io7 / •2;, ~ a ~d4, P ,l ~ ~!0 _ _ F~t.~~, ~ , 1 I ~ I ~ I FULL DRIPLINE ~ ~ _ lr n r,s L, ~ cr,. si a~~ ~u~ ,,r ~ ~ 1 , . 7 ~ -I 73 ~4- I i ' /T : 7 - , C ~ L__. , ~ _.I ~ 1 p~~~~~? a a ~n ,~~~~DWOODS 1 11\LJ - - / ' r _ S 1.71' V / I X4-63 ' I ~ r , ~ 1 N N m m m L. I. ,5irL- ~ l _ _-~>elifs7,3~5- vi_, ~i _..t_ _r-1. ~ _.._._1__. m Fl, s ~ I r , r r _ y. ::n. - ~ - ~ ~ / .+,k~}-~-z_.._.. _-k 5 . ~ ~~)'+Fi.._ 2= - ' ~ fi' ~~f ~ ~ t 1~~7 ,rYrL~t ~ r 3 7 - - - - 'fi`r`'- ~$.S~I t` / I ^r ~7 75 70 _J. i I 1 `T77 ~i 13 A~ % ~ - S 77., 7 .f IV ' 1, .)0 .:e tR-r-~-_- , ii Y Y 0 0 0 NOT ,4SBUlLT ,1 ~ into b`~` 1 Ik r-~ 3_S, _ .r... ~ , _ ~1_~~ _ 04 r2 0, 7°.Ir~ , IiJ'` ~ 1 •.d ~ i _ . r _ . E . a - t~'k~s / TMI~ E ~ ,p~ - - - v ~-°-wr~ i~FA.. ra,~.wM o-N, ~ ---F r ~t~WV ,te,6•t ! XIST M ~ ~fr•. ~ t. 8 W.M. ING ` ~ ,F~. .rte °,~s.. f~ ' , . W 72,7 , ~-t __I~1~ -''a r I , I i i W.M. _ - ~ a.i _ M _ _ ~ ~ ~ w w , s _ I ~ ~ r ( ~ _ -'2.1s } c~ .a f, ~~,1 r`;~~ XI TI I I ' ~ i IE 5 = 68.18 I ~ , ~ ; ~ E S NG. SAN. www~~ '~8,~ SAN. ~ ~ f 0 0 $ I ~ ~EXIS NG 51D WALK ~ - - --SAWCUT EXISTING '---'`;--L.._. r ~;,7,-\;_,~_, I~'~_~Y`~„ ,ti - ~ L. i -I- _ - l _ _ TREE BARRICADE a ~ r~_ ,7 ~ TO EMAIN ~ ~ Rll;l = h6 I 5~1c ~~''=,~J ~ ~ ~~I !s ~ I VALLEY CURB ~ \ ~ , i , 1 I ~ i !7 f \ 1 ~ ~ 1. O s.r,i _ _ ~ c 1473 / ~ J,~ ~`a_,.~i ~ WHY A BARRIER? ~ ~ ~ > > a ~ U U p p ~ DREW T I PLI.3 ~ PLL3 E ~ ~ i S REET C.R. 528 ~ , II,= ~o!a~~ V 1. TO PROTECT ALL THE ABOVE GROUND PROTIONS OF THE TREE FROM DAMAGE. nw. a a °C ~ ~ ~ i I ..I ~ I 1 , ~ I 1 . V 1 lr n ~ LJ... C. W I 2. TO PROTECT SOIL NEAR TREE FROM COMPACTION AND PREVENT ROOT DAMAGE. ~ ~ ~ a a w . .c; . 1472 ti:~ fl ~ ~ ~ ®~I t,., - ; 3. TO PROVIDE PHYSICAL AND MENTAL AWARENESS OF TREE'S PRESENCE TO EQUIPMENT w > > ~ a~~ww I f 3 ~ ' _ 371 r _l.:' a~ OPERATORS AND CONTRACTORS TO MAKE IT WORK , 1. PLANT NO HEAVY EQUIPMENT INSIDE BARRIER; ONLY HAND LABOR. ~ ~ p`'IJ _ . , I ;-=~21=. i_;,k;._.._.~ -..._.~__..:Q$YU-~ - _ -T~FBI--......_ f],79 I,: • o ~~,1 ~~q 14.h8bU I .,-2~-- - _ r~ T ~ Ia 13.30 ~-PLTL...._.-_. _ } S6'; .F- !.5.15 ~rtf.f,1 2. PLACE NO CONSTRUCTION MATERIAL OR SOIL DEPOSITS INSIDE BARRIER AREA. ~ ~ 0 0 0 W BY OBSERVING THESE TWO SIMPLE RULES A TREE'S CHANCE FOR SURVIVAL IS ~ ~ ~ . ~ 72,36 - , GREATLY IMPROVED! ~ " o o a o ~ m 3 SPECIFICATIONS OF INSTALLING A BARRIER. r " " ~ ~ 0 m ATTACHING TWO SILT FENCES 1. MINIMUM RADIUS TO BE PROTECTED: z A. PINES -DRIPLINE OR 6', WHICHEVER IS GREATER. ~ W ~ - fA - O Z fA c FlLTER FABRIC MATERIAL SECURELY SPACING OF POSTS FASTENED TO THE FlLTER FABRIC TREE REMOVAL LIST B. ALL OTHER TREES INCLUDING HARDWOODS, 2/3 OF THE DRIPLINE OR 6' L POSTS OR IF USED TO BE 6-10 FEET APART WHICHEVER IS GREATER. ° m APPROXIMATELY 8 MATERIAL, THE WIRE MESH INCHES OF FlLTER PLACE THE END TreeNomber Size TYee 2. METHOD OF ERECTION (SEE DIAGRAM) ~ o FABRIC MATERIAL POST OF THE 'u MUST EXTEND INTO SECOND FENCE b 8~~ Laurel0ak A. MINIMUM HEIGHT OF UPRIGHTS 3' AND NO LESS THAN 2" X 2" LUMBER. e'',y~ Zt~~~r~ uel oak .(J ~ti ~ ~r'': ~ ~ ,~2 A TRENCH AND BE INSIDE THE END 7 7 Latuel0ak 8 6" Laluel0ak ~ ANCHORED WITH POST OF THE B. UPRIGHTSSHOULD BE SPACED AT NO MORE ?~HAN 4 5 INTERVALS. ~`F .t,?. uel oak ~ ~x A, ~ ° ueloak C. HORIZONTAL MEMBERS OF NO LESS THAT 1" X 4 LUMBER. ~ oq, N COMPACTED 9 6" Laurel0ak pel oak M ~ BACKFlLL MATERIAL FlRST FENCE ~ i ~ 10 19 ,lS ,19 Laurel0ak uel0ak t ~ f l,. ua w~ m i. z ~ s hagePahn BEFORE PERMIT ; • Q~+~~' k;ww 0 16 - Cabbage Pabn hagePalm ~ e ~ ~ ~ ~ w ~ ~ STEEL POST ROTATE BOTH 17 - CabbagePabn o POSTS AT LEAST 4 18 28" Laurel0ak 180 DEGREES IN 14 B" ,8" ,4" Hong Kong Orchid 1. BARRIERS ARE TO BE ERECTED AROUND ALL TREES 4" DBH AND GREATER TO REMAIN. ~ ~ ° ael0ak ngKongorchid THIS MUST BE DONE BEFORE CONSTRUCTION GRADING OR ANY TREES °C p~~~f111F11 o RUNOFF A CLOCKWISE 20 14 , Laurel0ak , Pi~~~ 1.1.~i~b'ty y c7 ~ uel0ak 2. BARRIERS ARE TO REMAIN N PLACE UNTIL ALL PAVING AND CONSTRU ~~~~{q~ ~~`~"`n-~~ U ~~t'~~ ° ua'i m ~ DIRECTION TO 21 19",12" Camphor CREATE A TIGHT / 22 13" Laurel0ak ~nphor DONE AND HEAVY EQUIPMENT S OUT OF THE AREA, U'~~UU~ ~ uel0ak „ ~ ~ . ~ ~ ~ ~ \~r\\ SEAL WITH THE 23 43" LaureiOak ~ FABRIC MATERIAL .%r%'~ ~ 24 „ uelaak 3. TREES 4 DBH AND .GREATER THAT ARE LOCATED WITHIN 10 OF THE T UN[R ~ ~ m~ ~ m = FOR ADDITIONAL STRENGTH 19 ~ Laurel0ak „ uel0ak CONSTRUCTION SHALL ALSO BE PROTECTED BY A BARRICADE. e Oak PROJECT 528-08 y ' ~ FILTER FABRIC MATERIAL CAN 25 10 Live Oak ~ ~ _ 26 S" Live Oak 10 INCHES ~ ~ ~ ~ DIREC110N OF RUNOFF WATERS ~ BE ATTACHED TO A 6 INCH (MAX) 27 10" ~ Ma le MESH WIRE SCREEN WHICH HAS p o (MIN) II II ~ ~ - plOe~ QtJl7 Q J 200! ORGINAL DATE: 1027.86 APPROXIMATE i i j DRIVE BOTH r,~/~ - aeek~u I ~n ~u~uru BEEN FASTENED TO THE POSTS F 4-INCH BY _ STS ABOUT 10 tlnc~rneu nr: nec 4-INCH TRENCH INCHES INTO THE GROUND AND \ LHIl- ELOPMENT & ~ tl gHooo SERVICES DRAWN BY: HAZ F CLEARWATE R SHEET NO. ~ BURY FLAP ~ E 0 m 2 Z C TEMPORARY SILT FENCE DETAIL o NTS ISSUED FOR CONSTRUCTION 3 OF 11 ISSUE DATE: 03.19.2007 CIVIL ENGINEERING i i~ , I ; I 5 CONCRETE PUBLIC LANDSCAPE ARCHITECTURE I- SIDEWALK TO BE PLANNING I G ADE TYP. STALLED Q R ) c ` I I, - -7z.aa ~ I NORMAN DRIVE I 1 H, .RAP ----I-<--_ N ~ - ~ - -....I--- -EXISTING 2" W.M. , i I--6~ RMI ( ) ~ ~ - --1--_ -}'i.s6 LEGEND 1 I i. t rl Ar, 'NM wn, ~M~-1.._.., y~1 r2.11 u,,, u..- ~ y~ r~~+.~1~~`r~~fJ_.__. ~rre y,,r brw srt+ wrl ww~.......... ,,arl , 1123 '-p~ 41 I ,~Fr 100E / , 72.94 t L i _ _ }1G1 ;.dL / 21 / ,n 1 ~ ~ !1.94 TOP = 72.94 DMH C -{-73.:19 I , a ~~',d _ - TYP TYPICAL NO ACCESS iv ° / =t. _ t125 tri 99 ~r. 0 4 7,'.?a \ / ; z, GD6 _ 1,41~n1,~ ~ -~1-i1.an H/C HANDICAP - 72:48_.. 2' SIDEWALK SH ER F e ~ r"--`. ! / ~ ,;h z.oa L~11~>+.1! , 0,1 - ~ I ~ ASS ~ d6 r,+ ac ! / Mu s THROnr FLEA ~..NE T F' L 3~ xF,E : I , _ ~ I(' ~ . ` (lt~f'-'LI~_.. 1 1 , _ }'lAr, - ! ~ f7' / - ~ r ! • ~"f~'... \ ~y 1 7,..Z _ p ~ ! ~ , ~ , , I _ ~ _ 7. 1s~. 1, - ( I,.~,., I ' / \ R RADIUS • RIP~I = ~~.55 / 20 r. I I I I j ! :r' ~I ~ a: , . _ tt - TR• ~I r~ , lt.~ .,er 1„ 1 I _ _I1!----P-i~ IE E = b~.Lt ;2.s _ 1_ R/W RIGHT-OF-WAY KEITH ZAYAC 8L ' - , I c - ^-5 t ~ 1Cs1 - - ~ 1 , I $3. 1 :7~.2 'C'- ~ "fl~h~J' .P~,I(< ~ 2.1 L27.~~ 1143 ; = I W 2.61 I - ~ _ ' 1 ~ ~ r ~ 1 n v ~ i v „ , 724.1 - _C.L ! \ ~ ~,/.c1/ 7:.35 '2.35 6','r1~4 r„rra„ st ~ - 1 4 bP I E = y.' O ~ 5 ,s ~ I ~ ~ ® ! 'r ; S.0 F',i~) i~l~~ ~`eal E 611 q6 1 RIG T TU N ON Y ~ 1 , 74A HANDICAP PARKING ASSOCIATES ~ INC. PROPOSED CURB SMH C 1225 ~ 2 472.37 ,~1 b.,, I m ! ~ .i , ` ~ 73,0 17.. -7 - J MAT p~~(1STIN 'LL; I : / ~ ~ ~ 1 ~ , rx 72,0 i i - CURB & GUTTE I x,;,,71 71.50 ' 727 793-9888 - - PROPERTY LINE 0~ TRY SIG I ~ 73.'~E ~ },r,'„ : ,10 . „ - " MAX H 1 ~''4,v1 u171 r7 ' H~,_' 7z G, ~ , 2~5 ~t~~! ~~+a .-:7C9o 7. 73.~~ - < 3.21 1'- if i1DD p, 5 ,i-- GRAPHIC SCALE ~ "'•i~: 701 ENTERPRISE ROAD E, STE 404 PROPOSED CONCRETE PAVEMENT 72 s9 I - - _ _ -~.+=_~..L_.__- _ 11~l~MPSTER PAD & ENCLOSURE ~P rLa y'' ~ _(BER"1NDEX 701. CITY OF so o ~o so as SAFETY HARBOR, FL 34b95 I - - CLEARWATER SEE SHEET 9 PE FDOT IN E~ ~ _ _ I I ( ) t9a #304 (TI~P~ ~ , STORM4huA R ,PONDS ~ - ' INTERIOR LANDSCAPE (trr SET) ;f% WWW.KEITHZAYA C COM RIM = 72.9D ~0 ~ ~ ~ ~ ~ ^ TDB =174.`0 1 ST`r I _ 4~ E IST1N 1 ' W. 72. 1u,D 71:0 DUI~FSTER EXTERIOR FINISH fE t E9. ~ , o BOTTOM MraS I TaLM`ATCH BUILDING. 7~.,,~ s, ~ 77 e ,u,/;.'. 7i. f 1 inch = 20 ft. 113D RLL ~ ~ ~ ~ ~1 F~~~ - I ~ Vii, 'L( 72.!) 72.90 I y _ I PROPOSED ZONING ee s3st - ~c 200022 D!aH e VAL EY G TIER PE c~ ~ • COU T r ~ ~ ~ ~ I ~ - - I i PI ELL N ~r, ~ 3 I _ -I o I EX 1315 °D I ~ ~ r,t 1.73 - =~2`a s I ~ N ~ , • ~ z, ~ PROPOSED ZONING LIMIT 7'0, ' f ~~yy,,ri ~ iA( ,j; G/ ~/i i ,ri (~,i ~~~G"; it ~ I k 1 _ 5 CONCRETE „ ~ 5~;1 9' 1 , ,._.Ir2 , }I CiLfi >i I SIDEWALK TYP. 8 ITE STRI 3 s5- I ~ YP A,,. - / 7zs ti ( ) _ 4 ` T ~ i -F ' - _ STRAIG T '1' / 6' HEIGHT PRECAST MASONRY 8,~ 4~TRI ~ I - ~ ~ ~ n Pu 1` 7 I I I a - CURB TYPI~) I ~ WALL WITH DRILLED COLUMNS I 7.04 ~ 4' CONC. ~ ~ ~~"'.3 SITE DATA:. ~ ~ e n 3D p~ I ^ i 99, / + (NO FOOTING ON WALL SECTIONS) .4t - I I ~ PONE PA ~ o I l ~ . S THROU H - ~ sll. FIB .~1 r11~ ^ ^ 172.6 , DRI ~ PER FD T r7 _A CONCRETE+A7 D LL 1. ENGINEER: KEITH ZAYAC & ASSOCIATES, INC. ~ ~ ~ ~ I -C ~ _ CONCRETE; I r 2~1 I 71.1 I DE 515 (G 1 ~ I I ~ G S A r3 °i~ PA M TI ~ ENTRANCES, AISL ,~~'yl-'~ ~ a, + ~ I _ VE EN ~ , I 1~ 701 ENTERPRISE ROAD EAST, SUITE 404 ~ ~.;z as ~ I ~ , 4, OR ~si 8"'-T CK 6° THICK ~ PARKING ETC TOCBETI 9 SAFETY HARBOR, FL 34695. ~ a2 r 1vY8 ~ ~o5a ^~WUf 3000 si AND 6" is> ~_z.3 3' C ANSITIO ' ~ _4,__ ~ P I 5 FOUNDATION (72T') 793-9888 Bus ~ ~ R OT 30 ~ 11LD -T UNDERGROUND . THICK WITH WWF. ~ LANDSCAPE AREA • S ~ ~ -h1 - I TANK LOCATION- 1?z,'~ ~ (727) 793-9855 Fax 131 115 FFICE ~ , ;~.4 LMDR / ~ ^ I ~ i 2. SITE ADDRESS: 2212 DREW STREET ~ 6 WHITE a6 i•:~ - ~ 7.s. r.."~ r', 12~~ I TH OP ASTIC I - ` CLEARWATER, FL 33765 1 ! 4 ~ : 1 ~ Ali - - 18 r . 4~t1 r 1 I~~ r .3fi' _ X417 75.0 ,'.+I .I ,r~h~ ! 7 ! v y= - I LI E FDOT ~ , >a~ ~ l ~1 ~ ~ ~ ~r - _ u I r~ - - / ~ - ~ PARCEL ID: 07/29/16/90126/004/0010 C~ T,~ ,9Y ?fi .._I~. , , r,. r+~~. ~ fl~.a~_xNC~r~'r..~:~dri~-~4F 3 reri4°S g ~aa':, ~ 9+~'- i ! ~ I E 17346 !7F ua n r _ ,,I r~ ir, I i.olc r i, i/~ ~ 5~ i.. J%a I ~ I ,i: , y_ I ni _ w.,,~/ 4 ~ ,9-~'? _,1' z_ l ;4 ~ , SIR 1 1 132 ~ fL'19 I , ~ ! ~ ~ ~ 1 ; .t.~~ I,i-,I ~i ~ ~ ~ I O 72.3 I 07/29/16/90126/004/0020 - '3.6'< 1226 _ _ ] ~ - : „e7 / ~ 1 Q B"E I ~ 3, i - 1~1o I J I p _L 73 a3 Ll0 5y " I ns3 J' ~ --~-i- 72.7 ` y : % r, ' I i a:, t- r, ' _ 1 1 I I PI 4 ~ ,I I I , I + ~ , . 1 ~ . d Q. G' -t _-1._.....,. 1 _ 1 i , . , l rn ~ D I z,~ 3.71. 158.3 ~ 4 1 1 ~ 'h < W I 5 ~ ~ / t . / 07/29/16/00000/330/1200 1 I I!'~~ 4.~ ,~4< :I Irl w~.Rr !IIIE (~r ~F1~ID „a ~i=~ ~ ~ t'~ ' / 07/29/16/90126/004/0300 ~ ~ ' ~ ~ I M~ _'I' i' I ! ~ ,IJL I~'J PART LlhlE G1F LAP1D P~!(3 h l;R _ / ~ / I I , q rl - ,;g.8b I ~ 1.d 7". ~ - I -.I ~ ~ ' ~ , I~ 07/29/16/90126/004/0290 1 12 ~ - ,.yl i. +7:.a 18' TYP ~a~ l-' - ~ I ~ ~ i ~ ~ ~ , a PINE~.LAS COUNTY i I , ( ) 1-~ ~ . _ 1'1,1_ ~ ~ 1~ ` ~ ~ ~ <;; , ,a SIGH TRIANGLES I 0 I 1 i (.~1: a ~ t= + Ir >r I I I ~ - ~ EXISTING ZONING:. "C-2" (COUNTY) / R-4 (COUNTY) / "0" (OFFICE) _ I~ . _ ~ ° ~ - ~Z1 ! 1~I8 ~ 1 ~.tl'•t1~1' I ~ - L.jk.Lt~rY9D 1M111 ~.F 7~D11A~ tF(1.(1 i _ f hl ~ j ~ K" .7-/ LZ. z 3 I 1 5~ I ' { i s o - ~ 7~ 4 x; ~ ~r~ I ~ , 4;, ~5 irli ! t r~1 ',~,o~ 1"t ~ h!C~ ~ ~ 6~'LFYDL BOLGO .r / U ~ I,a.~ _ tit 1 i,u - ~py l l,L-BASES 4A6 ~ ~.!C. i~",'~T ~S _ PROPOSED ZONING: "C" (COMMERCIAL) / (LMDR) / "0" (OFFICE) W 4 / , ~ % R ~ a . ' i 1£611 ' 1~~ 'Ik.9 - 1 1{„ /~t~ ILLBOA~D L o 12n ~ ' o,i ~ CATION I CLEA OM ! III _ ; ,___II I , 3. PRESENT USE RETAIL SALES ~ L ~.nb c, . ~ i/'~~ ~ Pr,M ~F '_0~'4'IOrJ PAVEME TO r6.4t; X11 $©LI _ i- I a ~11PM O , , I. _7~~ BOTTOM ° 4. E . E _ / ~ ' ~ . ° I ~ r O I O { + ! ~ Q ~ 4. DEVELOPED USE RETAIL SALES ~ O w w FJ 4I , CONCRETE wNDER ERIC ~ ~ - _ _ ~ I ~ ~ I 'fir. /.,/i I I CANOPY T~ BE I ~ R I J i i;. ~ r..:: p : ~ ~ 3, SF I . I j 1 2s ; I I ~ 4D00 psi & 6'" THICK ~ ; . .F.s .4D ~1. - f ~ ~ sss r. I s,.~., j ~f , 5. TOTAL SITE AREA 47,588,86 SF (1.09fAC) Q ~ P_', ~ I rn LL 3 1 ~ a. 80.4' WITH WV~F. I _ %i / g;- < T ~ fv I I . ! ~ ~ O W ~ I ip / _ . r. 1.~~i 1'.25 III i1 I ~ it T ° , Q, - p i - REQUIRED PROPOSED x ~ x d ~ a ~ DOT TYP F 3 ~ I - - ~r r I- ; ~ 11 Wf.S1L.~;L~r I:,.i,00 ~ :.IF_ ( i. 6. SETBACKS: 25' FRONT ~ 36.60' TO PAVEMENT (NORTH) ~ ~ W ~ a C GUTTER 1 <3' ! 11 , =1 ' ~~;1 4*1 , aR - - N ' V I ~ _ 1111,'1 t If V I, I ~ 1- '1 I - r- F Y' ~ ~ I ~ - III a ~,,I 1,. rt-oa i / 1 ~ . P ~J EX 300 ~ 411~~,. ° ~ 1 ' ? o I I~ ' 15.00' TO PAVEMENT (WEST) 141^3 7 J. / ~ ~ O - 18' a~ 1*'~ 73.5 7,.33 '~i„j BF~LCI-I I.c~-G i~PID I,~:Fdd TR_I:-1 ~ I 158.30' TO BUILDING (WEST) ~ ~ ~ W PA I ~I~R < j~; /';i,;i; „,,y;,/!i ~ EXISTING TREE CANOPY ~ I .I< i (1) .C. A KI G WITH RAMP i ~ I ~ I 5 ~ONC ETE ~ Fizz ~ I I ~ I _ ~~//i:• f;;>; cr , ~l ~ - i . , 15.00' TO PAVEMENT (SOUTH) ~ x W H Y I & H. I PER FDOT ,.,ii`y/, / I r~.,y ~ ~ IA ; : : SIDE ALK s ~ O , , 13$J z, ; <<. I 1 L I I I - I ---~----~1 X #39 i.'.i/;//" t-~~~- . . s4 ~ I I 3' SIDE ALK i Ir _ w ~I H.° 9 ~ I 68.90 TO BUILDING (SOUTH) ~ ~ ~ ~ ASE EN 3 ~ ~ I=; '~a I t;1 ! :1~- ~ ~ r~ ; ~ ! I ~ r. ,/i i / I ~ I -I D~4.~- ! ONU E T SIG ' .I~;- ' GF1;'z.` ~ 1 ~ I'i t~; i ; ,/j, 20'x201 51TE VISIBILITY I 10' SIDE 10.00' TO PAVEMENT (EAST) O Z O c 5 / ~ ~ ! . ui I -f 7'.~s MAS v\ a TRAN'GLE TYP. lip ~ r , I ~ oo , , ~ ~ ) ~ PROPOSEDr~ 1<~:r~ (YP,) 14.00' TO BUILDING (EAST) O Z ~ ~z^4 ~ffr;; F' n ; I 00 5' WI 5SN~ LK ~ , . 73`s3 - ~ ~ ~ LIGHT POLE ~ - 5v;~y{ f, i np 6.00; TO PAVEMENT (NORTH) ~ W PLL 73.1a I ~ ~.~I ~ , N. ,~~WITH ~~FI~ PAINT ~ _ I > ::7 ~ , ~ ~ I ,E~~~C)T F ROE?Ef?T , r„ENTRY sIGN 1.,;16 ~ ~ ' ` 1 10.00 TO BUILDING (NORTH) ~ o l(J ~ ~ I . ~ ,-,-f~ f-T .-1-~ I ~1 ~ i, ' : I ~ B4!!.3 RLO i C~LI ii ~i ~ ~ ~,~i fsl ~ ¢4; r: /i,~.~i,/;/ii ~ ~ T;'??"' '*-~f,_ IJ - 3.5Z,.°8 i:4 i~~i~ I ! \ . -i. \ I-7 / nis ' , ~ - 7. ALLOWABLE MAX HEIGHT 25' MAX Q ~ o O ~ ~ Z J W PROPOSED BLDG. HEIGHT 20'-10" ~ ~ Z MP~1fCH EXISTING ~ E' ~ °oo° .r, `l, N_ 'r ~ o ~ T7n.~z ' ~fBi; ~ I I! 1 :1; I , N' H -N e~, S I-73.4f~ V' I'~i?t, l.. it i ' ~ Cl{ B & GUTTEI~x ~ur c I r r MONUMENT X38' ~ 12 / . I 8. ALL DISTURBED GRASS WITHIN RIGHT-OF-WAY SHALL BE SODDED. ~ ~ _ , ~ z ~7~ 1i 1 1, I .N ~T~H RlW ~^~'I~G I• SI:" ~r~..:~,~, 1 ~ i I , , s~+u/d08 `mss fin A %n~ 1 >`St' i I ~7 ~ _ li ;,1;, i SIGN ~ < ~ 5 ';S j4 •f T. ,~tl 3L?C iil ~ i ~ 1 a a ~ ~ .4' ,~c4~ca+4, e~~: ~ 1 / ~ vV I f i ~~_r' Q~d~t3° ~.;~1 I~ ~ ~ r , ~ i , I 9. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB ~ , _ . ; ~ ~ ~ i F F I / - err ,,i.8' ~ RAF AS PER ~ 4+ . a . _ - - e} 2 10 _'7IT ~ 7Z"Bf!- ,-,y,;ifi' _ ?-s , 4 _ : ~ - SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS N N ~ p p m _ o e ~ _ - ._f , _ o s rl . I , ~ I ~ - _ - d - Y Y ~ ~ ~ - - - ° ~ , r HT . AkJ LE ~ . ° o ° < . •154 , . . , , r ,a ' - ° , . /x'61 _ ~ I G $ . Ys 060 ~a1. Yft 77J dip ~ ..6: ~ F:. , .k ..a..., ~ a°o °oo - - - x _ . -a _ ~ 1311:1: , _ - ~SbI-A~UTLT 1 f '1 t , _ G ,ly , ~ a ~i3 ~~_i.~ 7 , r.~ . ~1 G~f~~1, ~ , ~ ~a `72 . ~ J ~i-~-~- ~ - 'r.(xy!~h._ ~ - -=~er Aar; 1D. FLOOD ZONE: _ - 1~~ ~'1' i E ~ 75. ~ - 3 iY,t t b NCr r 0 ~ , : TMH f ~ ~ _ , - _ Wta _ ~I,'1~y~°~ wrA ~ ~ - , . _ _ _ rye. _ p,. ~hV _ r1... L ~ i-.9 , ~ i:~ EXISTING 8" W.M. p y,~,~ Y~~ I. WM L'ry ~ M 1 N.° ' , : ' ~ ~ - , ~ ~"Cf~$2.r,D _ - f. ; ~ I c. 19 , r w.M. THIS PROPERTY LIES WITHIN FLOOD ZONE "X", ACCORDING TO THE N N ~ ~ , -,i,.~ F. ~ -i, - .r.,~1 - O _ ~ - _ , i F PLI+,, S1 ; 1 j ~i G ~ '1~1.~6- 4 - ~ ~ ~ '1* i 1 i _ - - - , - FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER z z z W W , ! ~ ~ ! I ~ \ I -I (2Y3 x8'';A'I /VACUUM PAD lx~l G7 - ~ r 7z 1; t r cam. " _ ~ I ~ EXISTI<G '8" SAN. 1250296 AND 125139 MAP REVISED DATE SEPTEMBER 3, 2003, ~ ~ ~ ~ ~ ~•$~.SAN. ~~~00 _ _ IL S - u.,.18 -------I--~ - ~ I ~,:r .IP ~ . ~ , (~EXfS'?fNG ,616E99A ~ - IrT' _ \ 2 IDEWAL ~HOULDF~ I ,MA~TCI~~XI~511N f!,, PROVIDED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. 0 0 0 ~ ~ z g I ~ ~ PER FDOT I DE)v( X0 REMAIN RIM = 72.6E _ ( ~-i~; i LE R...Z~UN ~ - _ I ( - CURB, ~~TfE, /,I, ~I , I 304 1~R~'~26~ IE:. ~I - F>,.0<~ I CONCRETE AT DRIVE ~ ,1 1~ zz ~ I ~ # ( I 7E b, _ ~ ~ ~ S~ E AL Ta~.O ,l ; B - SID o ~ I I us - _ 5'- CONCRETE SIDEWALK - ~ 1~ R ` I -€-_--,~C~:~. hFTRANCES, AISLES. ~ _ -DRIVEWAY-PER-F ` - 11. PARKING REQUIRED: 16 SPACES ~ ~ ~ o o T P LIC SIDEWALK N - , ;a I 1 RL1 STOP SIGN ~ G ETC TO BE ~ . 2 H.C. RAMP `.,.,,nT I+.r-'r_L~1~ U nw.aaWW N W ~ I I i ~ DREW STREE Z O " 3000 s! AND 6 INDEX #515 (G 14 O - ~ , I I 1. ~4 STOP BAR , p PER FDOT INDEX , , F.L ~ ~,I~ i ~ I 1>ta,1 THICK WITH WWF. I . ' -r- _ (1)...RIGC~i '~If~NOh~1LY SIGN 142 #304 (TYP.) I i'.Jr: ti 12. SITE DATA: ~ ~ ~ a a ° ~c 1 ~'.1, II ~R ` EXISTING:.. PROPOSED: REQUIRED: ~ ~ ~ ~ ~ ' ~ ~Y GUTTER PER pLl_• ~ 1 ~ r , ~ , " ~l ' P _L'- I ~ I ~ , hNELLAS COUNTY P, , A. TOTAL SITE AREA 47,588.86 SF (1.09 AC) 47,588.86 SF (1.09 AC) 10,000 S.F. _ = _ _ - _ _ _ '-~?~,5 tE~E i ~73.1a INDEX 1315 4~i . - _ 1-%-3z3-------- - _ _ co i _ _ _ _ _ r O X1411 I ,l.hi..~ „y,l.,.~y',,, i.. I,,, - - - 145; 0(a ~E.!ir~U r3.31 PCCI`-'--__-1___ t,1 7c 15 151 - 15_... 7:.DU l rc. B, TOTAL OPEN SPACE 19,877.12 SF (0.45 AC) 17,799.45 SF (0.40 AC) 5,416.01 S.F. (0.05 ISR MIN.) o 0 0 0 0 Op L ..Li i N a I-717.: ,3..? _ _ _ _ _ ~1 : . I I i... p1 LT 7},iV1 73 ~+3t-.___.._._.---__._..__. _._i-_._....__`__.___.-_ - ~vr.o•- W C. BUILDING & CANOPY FOOTPRINT 6,320 SF (0.14 AC) 6,630.00 SF (0.152 AC) (0.14 FAR) ° N " ~ Q 1%.a5 - I .-ooo O y I D. SIDEWALK/DECK/PAVED AREA; 21,391.74 SF (0.49 AC) 23,159.41 SF (0.53 AC) - PINELLAS COUNTY R W CONSTRUCTION NOTES: E. TOTAL IMPERVIOUS AREA: 27,711,74 SF (0.58 ISR, 58%) 29,789.41 SF (0.62 ISR, 62%) 102,904,26 SF {0.95 ISR MAX,) ~ " " ~ z F. PARKING SPACES N/A 18 SPACES (3 SPACES "LMDR") (3,030 SF) (5 SPACES/1000S.F,) ~ ~ - ~ - ~ Z ~ ° A. ALL RIGHT-OF-WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES G. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100% OF < (3 SPACES "OFFICE") = 16 SPACES = REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL. MAXIMUM DENSITY AND SODDED. a m I (12 SPACES C) ~ 1,, t;~~ z' yam' 4 ,l¢,f~.~ ° B. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET H. DO NOT DISTURB EXISTING UNDER DRAIN OR STORM SYSTEMS. IF FILTRATION BED G. VEHICULAR AREA 21,293.21 SF - +°,t~ ~ ~ DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED IS DISTURBED, CONTACT THE AREA INSPECTOR WITH THE PINELLAS COUNTY 3,189.62' S.F. 15% ~ NT" ~ ' an W W € N ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. HIGHWAY DEPARTMENT AT 486-8900 FOR ASSISTANCE. ~ ~ H. INTERIOR LANDSCAPE AREA { ) 2,129.32 S.F. (10%) p1~ ~ • ~~~N Q ~ ~'tf' ' 1Z'.o b psi 6L ' Pa, "'2~ 6 ~ ~ ~ ill.` ~ ~J• , I ~ m o ' C. SIGN AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF I. NO STOCKPILING OF MATERIAL IN .ROADWAY OR ON SIDEWALK; ALL DIRT AND 13. A COMPREHENSIVE .SIGN PACKAGE WILL BE SUBMITTED UNDER A SEPARATE PERMIT APPLICATION. ~ ~k~Y''~,'r~r~~Z S D LY. RO DS AND SIDEWALK TO BE ° TRANSPORTATIONS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE DEBRIS WILL BE REMOVED FROM JOB ITE AI A i SWEPT DAILY AS PART OF DAILY CLEAN-UP. ~ ' FLORIDA DEPARTMENT OF TRANSPORTATIONS ROADWAY AND TRAFFIC DESIGN ~ , 14. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON SITE. ' LLJ•~;',~ m STAND RDS" I D S 600 ROUGH 665 D TIO S ~ ~ A N EXE TH (LATEST E I N 15. THERE SHALL BE A MINIMUM OF 2 FT. HORIZONTAL CLEARANCE FROM THE EDGE OF ALL SIDEWALKS 'A ;Z ~ J. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION I ' TO VERTICAL OBSTRUCTIONS. m v RELATED DAMAGE, IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, ~I ' m D. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. ~ ' I 16. MECHANICAL EQUIPMENT WILL BE LOCATED ON STORE ROOF, AND COMPLETELY- SCREE E~~~c~~~J lj'~~ T 528-08. SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN MANNER SPECIFIED BY PINELLAS , RIGHTS OF WAY AND ADJACENT PROPERTIES. ~j ORGINAL ATE: 10.27.06 ~ COUNTY HIGHWAY DEPARTMENT. o E. ANY 51DEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED, 17. MONUMENT SIGNS: WE ARE ENTITLED TO TWO MONUMENT SIGNS, ONE ON EACH STRE (J CHECKE BY: KEZ SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL. FRONTAGE. TOTAL COMBINED SIGN AREA SHALL NOT EXCEED 25SF. AU 9 ~ ow~wNe : wiz WHEN EXISTING SIDEWALK IS REMOVED IT IS TO BE REMOVED TO THE NEAREST 27 JOINT. 18. BUILDING SIGNS (CANOPY INCLUDED): WE ARE ENTITLED TO ONE BUILDING SIGN sHEET?vo. E WITH AN AREA NO GREATER THAN 20SF. DEVELOPMENT ~ i F. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO REMOVAL OF CURB. ISSUED FOR f ffij-Tt(~il~ 8E ICES OF 11 Z~ LE.ARWA ER ISSUE DAT. ~o I - i : CIVIL ENGINEERING LANDSCAPE ARCHITECTURE I ~ - ~ . I - ~ + : PLANNING I i. - 3 72.48 LJ - . EXISTING 2" W.M. ~1-°- .__.__._._-I- - - ~ _ _ _ _I_ _ _ _ I t, W f I•I • 411+ i J ~ - h!M 'uhf .~At ~ 72,1E 71.9G 12 2 Wt .~n Whl ~,C, ,.1M ~ i~~?~~~u~1.-._ Whf IJM hJld ~dPt Whl WM-..._.,,JM 72.94 PL _ 5~_. ~__._.I~" 72 4n 7' 29 : 721 ` ,i,s4 TOP = 72.94 e ' _ fJ0 ACCESS X15 2 z , - / , ; tons ~1-. r6s 1128 1.99 -1~ Bg°° 72.78 ` / ~ Ir7s~\ ` ,2.08 __1,(1~1IOa5 72:48-_ 12 3 ih1R0A i iL - ~ ---7~- ? / / I `5 7a 1,:.1.. \ GRASS L~R~`9IG°~I' rHRDAT 72.91 , ' ; ~ F = 7.57 f Di:,+ 72,40 ! / ~ ,7 M6 MB hJl3 I R~f'-P~_ -,1 15 7., S - L'~ Lc ';t__-- \ ~ / •,}+~7f~, „ \,t~99 1 722 • RIivl = I~ 5J I I f. t. \ \ 1 ~ y I i! 2G' \I 722 ~ _ r 5-, l 206 1 I • U ~ 1 1 72.2 IE N - -i 7340 r V - - ~ • IE E = 6 .21 ` , re.s ru. CIF ° ~ /c _ _ - KEITH ZAYAC & ~'~'I 1 i f1 I r ~ _ .I ~ ~ as f 1 7~.z 7~'2 ~1~~ ~FL~~J - . ; IE ,5. , ~5 C , . cl rz:z~.. z43 r as ASSOCIATES, RIM = 72.61 IE UJ = 5,99 - ~ ~ ? . %2.qa- 90.1i !P,EI 1 I ~ 1 c1 ^ 7R,3s z:3G -.f'° _a~ - rZ..,B ~ov3 1 ~ 4 r,~ _ _ _ IE E = 6,5.26 ' 1 1 / , 5.0 I',F) err, 8 ~ ~ 3e _ GRAPHIC .SCALE IN C . nzs _ ,q 1 1 ~ 74.0 I zD D " ~a zD ao SMH C 1228 t ~ 472.37 S k ~ g..; ~ \ ~ ~ _ 73.0 73.21 72s9B I PLL PLE , ItX 72.0 f • 1 ~ ' w73.~01 t ~ 71.5D c `IN~~ (727) 793-9888 ? ].BB - 3 ;t0 O ~i 72.42 '.5 ~1 r.. ,>u WVi 73. 1071 7°' 86 I _ ~ `~10 r ' 73.30 ~ 4. 3 3.21 1'~EI~ Yb .90 7 11 D0 : 2.5 i inch = 20 ft. 701 ENTERPRISE ROAD E, 5TE 404 t` - ~ - ~ 5 ~ I a cu SAFETY HARBOR, FL 34695 i ~t 1135 ( s . I - ~ - 71.R96aT i STORf~11h6~1r R POND'S I~ } RIM - 72.90. ° 7 . 1 ~ TOB ='74.00. 1 STY I 1ST LEGEND ~ WWW.KEITHZAYAC.COM IE N = 69.42 E ISTIN W. ? I a layo , 3 BOTTOM= 71.0 tv1AS `Y ,~.,,a € 73.23 - t. '2 I rv1A~. ^ , . I - 72,90 PLL s fir-' EBR L 25. EB 8351 - LC 2600212 DMH B "1 li. Cl :20 .74.40 , , , ,,n ~ a I I ss EXISTING SANITARY SEWER 1 G - 7 . 0 7~ ~ ~ ''S 1~~~9 EXISTING WATER MAIN - 7' 03 - ~ ` 4.40 r~• , L~~ d~ , ~ ~%'&U 17 1335 I _ • PL - 1 - 7~ b ~ 73. E8 I 4• . , r - r;> >0: _ ,-~72.n I - BLD ' A, ~ , I a 72.55 V) h . 72.5 s' ; ~':',ti {s~) EXISTING SANITARY. MANHOLE 7 0 I ~ i 74.15 + ;6,,,, 1227 w _ ~ I• . , ® PROPOSED .VALVE ~ 73.43 _ j • .r I Pu i 3.04 I - 4. 0 ~ I , M ~ ~ e. PIS r,9 I ^ - % ' -1- .41 0' r / I f I PROPOSED WATER METER ~ ~ ~ w P L _ ~ I FIP~T ADD ,r; ~ • ,:,34 + , . 4.30 - sI oo Iy+72.6 73.80 FEY.IlMi ~ ~ 72s: TO TEt`,9PLE _ ~ is I + ; ~ ~ I 3 ~ ,k,~~: TEP,P 72s 3 72.4 D PROPOSED BACKFLOW PREVENTOR ~ a - y2.8G ^ PC ~ I _ I 4 0 74.45 'i 72, e 14u^ 23. .1028 ; } ~ i ~ i ~ Z.3 ,3,',58-- - i:; ;,t I r pp ~,,1r _ +71.2 I PROPERTY LINE SAWC ATCH BLI..,K L ~ I 71,4 , e , + / ss ~ EXISTI i VEMENT 1 12 ee EGA „TAN PTO I \ PROPOSED SANITARY SEWER P L P L I 4000 f & ~",~ICK - - 72.9 , _ _ f s',~".7".a 1 ; ~ a54, ~ - ~ ^ ~ 7z.4. I `.~rsa'~)1 f- ~ 72:3 I ~ I r~' ~ 57.1 f • 1 s ~~o ? _ . 9. ) 1~1 ~ 1 as 75.0'(P ? ,z ,r~_ ~ ~2.z ~ / ~ , ~00~ ~s PROPOSED: FIRE LINE & FDC ~ ~ U P • I f ~ w PROPOSED WATER ~ v . _ " f £ JPW r - I;pl l~ cnh, 7 I,I . 7, \ - - 01 - - - nf+v - _ ,~I - s ~1. ~ ~ ,I~u 1 r. 132 Q hLt9 7 .00 72, 4 .,912 51 ~(Ci t. I?5.D0'(LJ ) + SIR \ 1 ,.III,; t~ 73.G^ 122E 3.1 121 ` , . ,1 n' 74. ~ ` I 72,3 B~~ _ 1 , 5 332.59 - ~1 -Li 1 PhL PLL LL ~2, t~o& - I 74.50 +.72.7 , ' _ _ _ _ PROPOSED STORM .:SEWER GI D 'I ~?.74 I S _ E .7ti 1 t ay: , ,K J 11' ; - I p 5 1- , £ GF, 118 I I f 1 f I llv ART LINE OF LAFlD ~J,abV OR 75.90 e x _ _ f \ / ® ~ ~ -{-73.0 - Q` 'i ~ - - .1': \ / L I .r_ r, I ;3 ~ E 1tl?M ~RI t OF i f , dJ. 'A1 t,r1f;R AfdD IIN PART 11PlE OF LAND PdDW 5.40 --7" z , + fJ = 59.88 2 ~ z, 4 I-i3 - I ,3.91 73.fi i'C ~ • ~ ~ I , _ ~ , 6,~ 4000 PSI I. D a I vVG - 5.8 ~ , ..18 / 15,'8 I " , 1413 -1.74.7:' 1410 14D81407140fj ~ j [P ` f .CUI F F!L E 1 sa,l II r o_ i~Dot• 4 C> ? --1 --~c--I-;s CRETE / _ \ 3" MIN. CONCRETE PAVEMENT a.; a. Fl_rdr f; I( :r, I ~ 1 rLr1,,1,1. s PEI ~ oL t. ! O \ ~ 74.39 ~ `a-~I~' h-L' - I ~I ~t r q l.. (n ~ _ ,1 - _ - I 'W , .F,.Y s,,. 4 1 P3D.i' t ~1'~'It z'Q,~I;Th.:~>$IIL~6Cl 7 ,97 f I I I I ( PARKI 4 OBE r r I t.' I 120 ~ e1P OY,IA4ArE ,3, ~ ; „ 7 0 , ti L 7,,3.. L At:~_ f l f,.,r~ pF ' 75.00 30 AND 6 s: ~ I I FPM t D 51Lr.gDii~ i ~ I ~ _ _ ~ 7 I K WITH WWF. , . ? r. f; I ~ 4 F~~ 7J., o ~ E I1 ! I 221 ~ I ~ O o 0 O ~ ( + 76.30 G \ ! ~ I L122 1. I _I 1 STY 75,78 ,4,,-. 3 E ~i / I 3 MIN. ~ Q ~ a °.,I ,.4.65 ~ ~ ,-.,5.775.80 ~l R R(K ' S ~ w 14 CONCRETE NDE I f3 ~ R - ~ j - z9 ~ r I ~ CANOPY: T BE ~ I 75,15 m' 1 ~12" COMPACTED'SUBGRADE ~ ~ rZl I i 25 ~ o ~ ~ 4000 si & THICK .1 a s, SF 1 I U1 3:GB 1', I _ p a:' ''7 )1" - F. 40 - TO 98% MAX. DENSITY Z ~ ~ ~ ~ 3 75.0 ~ ? N m u 4• ~ 80.4 I I WITH I I _ _ ~ / - 5.80 - ~ ` N , 74,10 1 ~ _ , , i ;:F;4~7 ~ .142 _ 744 d' ~ :1.~. N j~ I ?0.5 3 ( - I 75.6 - -/5.30 _ i 5 I I ~----1` a _ ~ I I f: J , -i-:' ..Jl 75.20 6 .__l.- ` , it 6" `4000 PS1 CONCRETE PAVEMENT DETAIL ~ ~ w n 22,7 •J x x A - NTS ~ ~ ~ 327 - " - ~ _ ; ~ , ~s.2o 3L?-~'..2q MAX L ~-T ~ I- r/ - I I 1'CEST~P,LI. 1,0,00-1,1. , ,t)l~, a ~ ~ Io 5I ~ I. , ~ _ ~73G ~ pi f~lJ-G3 i ~ I E-~ ~ , ~ .3,80 r1 Di. cN, ,,,i•;:1t J.t J't ~,r ---p^r' 75.50 - I SCn / I _ 7 - 6.00 •a- 7 ~.OG / 5 30 I - , I , • 6" 3000 PSI ~ ~-I' W ; ~ e 1 . FA 5 >..33 L~> kLi.~ I:.I< RG,AD AIVGt Dr?i V,! ;i1h''-I: r / I \ 'j 3" MIN. CONCRETE PAVEMENT W r/~W,~f ~ ` 1 EXISTING TREE CANOPY ~ € I: I I 74.40 + ck12 f I 1 i~23 I ~ ;u_' - --1 -7.a.G9 ~~t,l-- i~. ~ I ~ 3.3G ~ ~ ; 4 1~..1I~ 18" LL ~ ---~----J 5 ° I FE. ~ ~ ~ I ~ ~ _ , ~ I 1. I - • , I , , I 3 z ~ I" , •1 , d 7'{.59 ~8 \ I J.0.4 / I I l_. ':L I I ~ ~-74,G5 +7~D4~ 74.8 1 / 3 . MIN. O Z' ~-I' ' ~ Z 1 , ~ m 7`z.9z 1 ST1' 4.85 ~ t i TEiM' EL 2. ;1 I G ~ 1 r ~ 12° COMPACTED. SUBGRADE ~ Z ~ ~ 1224 - rl ~ I . ,7. Y7 l _i~~ , ~ ~I~ 1~ 171 T 7 I I l 73.83 _ • , PLL L..~.._..._~..._ I 5` _ ,3.18 . , SJE~J :OPERTY AREA 759 4.20 ~ I, ~ ~ , TO 98% MAX. DENSITY W • < ~ _ ~ ; 74.50 74. g a ~a5 , ~I 7LL8 L- ------I 9~~4 9 J.1 00,E / ' IE PJ = 68.38 ,~~;;3 r. "~-J~~~i-~~~~~T - -F~3?t~ " " ' 'tom ~ _ I 6" 3000 PS1 CONCRETE PAVEMENT DETAIL ~ ~ ~ ~ ~ w I fir p w I B~, ~ 13LU~ 74.0 4 Wit; Fj~; 74. 1~,3 7" 06 ~ ~ a+ ca+c aasr ' =i , f-7~.5'7,28 7. 24 S. ~ ? ~ 3 f1~ ~ ~ ~ :74.1 1 \ MAT H:EXISTING ~ume~~~' i ~ 13~~r2~ , ;312 \ I i I g ~ T fv1 EI_+~;, 1 NTS ~ ~ ~ Z w w ClJ B & GUTTER ' I u u ,U _ f . 4. _ 71 • ° 74.5: 1 ~ , l I , •.c2. I +349 ut r~„It IN?-~;II.~;I: it , , ' 5 i1 2 e~s~ a~~ttc aar, ~sr - ~ ~ ~ ; '~>i ' I ~'PJOFTH R /4^! E~;I,ING BASIS _ ' sau7i08 - , Bfi • t;, / r, ~ i. , , 1 1 ; ~ ti' ( l .,i.5:t > ~ c~ ~F~'~LE . _ I , _ a a rn ~ aa+KCa~ ~ t v \ 175 ~:J~. F L. ~ ! .,8[ f!~ t" 1. ! I - 47 73.94 61 D ~ 73.7 73.8J ~73.55.~1 61 ''P ~,t ~1 \ / I, } .t ~ ~ 10 72'.86. .I ~t~.3?' / . 1 ~ d4 7z n - I , 3:_ .3. r3;r~, ?il-~9'~ '9'~~~'.i e! .r 17} :'.i-; / 6 8" 4000 PSI N m m m ~ p~er, - _ - - _ ° ~ crl rf?t'f9 11- . F-~;9L i;Pl' i . f„1: , u v n _l~l.~_. r t - ••-rr~f-----et+~d x,:15-~-~ , L:• ll ° 1R IIC ! Y. ~ - ~ lr ~ 9 . fi....,,, i... r. - ,-S Cam. _ . _ - 3" MIN. CONCRETE PAVEMENT Y Y o 0 0 m ~ 3. r3 _ ~5 . 1' ? / 7 17~ ~ °ed°c b!' 1540 ,~d29. 11 ~ ..i~0 ~61{~t,~•._ r : ° t 73•(14Z Wt- , PJDT ASBUILT h 4, 1:. ~ ~ ' ~':a/~ _ _ :2L~1: ~z ~ r. _ ° I ' 7 _ 7351 t F'hl il~`LTj,_.___, ._,-,:f3,-~.! 3 ! ~ . - v_,y.._..~ lSi~FT._.6Q• ~ • ~ 7C 5z. E - r~ ? _ ~ Rd of ; _ ; _ •r-----~--_...__, ; „ r~rr ~ WM ,rr. ~J. WM .w..'., M ~ ~ A. JJV / ..b4 ~ . _ ~ - 3 k , ,.M . ' - , ~ - - ~_:~I ~'1:~ : EXISTING 6 W.M. _ _ I. hf~~» n t u~tr 1. D _ 6'W.M. •..,.ti••• ';.~...:~,•`+.;.4'••":~ ti~•ti.' '.,,I HtnNF-H • Z Z Z W W ~ a-'•i- _ ~-~..._s ~..,,,r- ~p _ , t _ ~ „ _ _ p ,,~~yy - r,l I iL2L~,. _ <;t~. IXi GIbT' 72,34 --7 _,~L~i9 ~Ir N;;. , , ,:I.p I y I i ~ I _ 72 }j _ ~ p,p;' i I G $,r SAN, _ EXISTIPd. '3' MIN. ~ w w ~ ~ 1NG8"SAN• 000~~ Z I ~ I' ) ~ IE S .09.18 SIDEWALK CROSS S OP , f^ -G1~' / $ ~ 1 ' ~ I WITHIN DRIVES T 13E ~ , ~ ~~j ~ ~ . ~ a I -n / \ ~ Rlrvf = ; 2.6b ~ MAX 2.00% . c.. F.1 1 tss ( ! , . £ I 14so ` _ IE rJ = 67.04 ~ tt I~ 12 COMPACTED SUBGRADE ~ ~ c . ___.---I€-.~~c~ag. 1±73 CONCRETE A~DRIVE ~ 1 ~ ~..d w-:;( ---__-+.P~_.._~flTI~ANCES ~1f~S---1-rz~3+ - ¢ ,z 's TO 98% MAX. DENSITY ~ ~ ~ > > g ~~~oo ~ ~o•~oo ~ , ~ DREW STREET C R. (race ~I f,,l-'LI r www~oc: N S28 :PARKING ETC TO BE - / f Jh;1 F i. ~;,I~ 3 1459 ;;Y 100.0'f R, V'd ` 3000 psi AND fi" 8" CONCRETE. PAVEMENT DETAIL ~ ~ ~ a a o - ° 1472 1490 US,~. I I r PI;'I P -IN-S-~ T ~..F_. -I-~2:~,;----._THLCK.~IkI._WfNf _-}-~-z.77 1194 ~ - t " ~ ~ , PL.L2 ' NTS LL_ - ! _ _ i , 52 1 € SAWCUT & ATCH I»~i:< o, _ - _ - - ~ ,95-16E 73.12 EXISTING P T I ' - cnlc _ 1py-._. _ _ _ - - ~ ~y0- ~ _ _ . - 1a~- 73.G7 -,.1.1~ ^r I , ; -...----1 i ,5.43 - --~-;3~t-~.._ ~ ^J. ~ 60 ' ~I 14,E ( CCJNI I _DIAIa 73.0. ~P[C1 ~,~E-r-- ~ f~-- -I-----~ _ 1 • IS_~._..____.-._--.. 7x00 ~i.r+l") , - ~~aoo w • p ~ ~ N O Q N a - -73J2 73.G2 PLL LL 73 G2 73.03 _ ; I ` 12.85 _ F., o ~ I $ - ~ ~ O O O ~ o N ~~Myy ~ 0 Z 3 0 c - LL: '~N-OZN ° ~ ~ PAVING GRADING AND DRAINAGE :NOTES. E R I N NTR L E E TE OS 0 CO 0 M ASUR S NO ° ~ 1. SEE GENERAL NOTES SHEET AND DEMOLITION PLAN FOR EROSION -AND ..SILTATION REQUIRED EROSION CONTROL MEASURES .MUST REMAIN INTACT THROUGHOUT CONTROL -ALONG WITH GENERAL NOTES. CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL ! g ~ RESULT IN ENFORCEMENT ACTION WHICH MAY'mCLUDE_CITAl1ONS AS PROVIDED BY r " ~ p ~ ~ ' e 2. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA. CHAPTERS, 40D-4 AND 40D-40, F.A.C. INITIATION, OF CIVIL PENALTY PROCEDURES' ~ !d 1 ~[$?i'f 0 PURSUANT TO SECTION 373.129, F.A.C., CAN RESULT,IN A PENALTY NOT TO EXCEED 4 ~ ~ ~ rya f , ~ " O .QQI~ ' f ° 3. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK TBM 10 000 PER OFFENSE WITH EACH DATE DURI{JG'WHICH SUCH VIOLATION- OCCURS. ( ) $ , m r LOCATIONS. CONSTITUTING A SEPARATE OFFENSE. ' ~ - oe-- m ~ V ~ 4, ~ T E CON RACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN THE LATEST EDITION .OF THE ACCESSIBILITY REQUIREMENTS MANUAL PREPARED BY THE AUG O 9 2001 PROJECT . 528-08 ~ . _ FLORIDA BOARD OF BUILDING CODES AND STANDARDS. I .ORDINAL DATE: ' iD.27.D8 o D E V E L 1~ ~ MI E N T& CHECKED BY: KEZ 5. ACCORDING TO F.I.R.M COMMUNITY PANEL # 12103CO127 G THE SITE IS LOCATED NEIGHBORHOOD SERVICES rRA IN FLOOD ZONES X (ELEV xx) wNev: Paz ~ CITY CF CLE.ARWATER y u EE T NO. Z 6. ALL DISTURBED` AREAS WITH IN R-O-W SHALL BE SODDED. ISSUED FOR CONSTRUCTION 5 OF ISSUE DATE: 03.19.2007 0 ~ CONTROL: STRUCTURE " CIVIL ENGINEERING CORE DRILL AND I £ 19 L.F. 15 HDPE RIM EL, = 73.50 ' CONNECT 18" HDPE ~ { WEIR EL. = 72.25 LANDSCAPE ARCHITECTURE ® INV. = 69.00 ! , ~ INV. EL. = 69.30 r : PLANNING STORM M.H. 4 ROOT TO BE PRUNED IN 13 { RIM EL. _ 72.50 AR A F RAIN PIP ' ~<.aa rff INV. EL. =.69.20 E 0 D E I 11, ~ MES 6 - IN - 1,30 U ) ' _ EXISTING 2" W.M. a , , 72.77 y, ~ •1. - ~ - , 72.,,4 r W V ~41 M WM ~NM Wh1 ~ ~~,1 2,11 __-171.95 1, WM W^1 WFI WM ~M ~ , - - - 2 2 6111 WF! \ ' -p 91 ~ ~1 I;U~I~~E~~ 'CEl01EN1 WM wM w'rf 72.94 hL I ?Z 57 t00a ~ = e I 7,...40 ~~z~ ; BAGfs ORIRIP'RAP ALL UNDERGROUND WA , TOP 72.94 OMH C -}-73.29 ~ a _ ° ,M-.-r----- _ _ _ x.1.94 - 7~ _ . ~ ~2. SE-RACES-TO_ ' 1J0 ACCESS 112a ~1y z2., ?z.7 \ / ~21..IVr~. 1o Y-ilsa 72:1&.... ~I` • ~ .ns A I2 3 !RO i,1 _ - ,b - ~ PLUGGED ND I NED,(T1P ) THROAT 2.91 .1' P~ - 2.87 Ob , z,40 i-•.~ . MB MB I 1 z 2 COURSES OF,SAND CEMENT . o' t l~' 68.3 ~ ~ . t 1 ^ i ~ ~ ~ ` ~ • - u P r • BAGS OR RIP RAP - - F zos ~ . . I • . ~ p v ~ MES 7 U R~~:IP KEITH ZAYAC & .•.I~b. INV.:EL.= 71.30 SUMP • IE S = E D ~L ~a t 7~.z ~1~~5.~L)C), , 3 ( ) N ~ - G1 2 4 ;1E ASSOCIATES, P,IM =.72.61 _ IE V! , ~9 ,2.~a---- 301jvp,F' 1 r ~ 1 ~1 " 7~'S 2.36 _ c~-""_._ ~W, _ -72.58 - 73 7 / 5 'G4~1 - IE L - 63.26 1 I , ~ i 75.U P,F' ~1~ - _ - GRAPHIC' SCALE I N C nzs ~ 74.0 ) _ ter, ~.,r;-,:;G „ E T I ~ y.;;.. , ~ ~ ' INLET D 5 _ zo 0 1o zo. ,o BMW c 122a II2 47z.37 V = 0.5 ~ ats., ~ ~ ~ % _ 73.0 RIM EL = 74,00 I 73.z1 52~sa - - ~ ~ INV. EL, = 71.35 PLL ~'LTi ~ ~ 72:0 ( ~ I : II a3.ot ee ~ 71,50 t MES 8 (727) 793-9.888 } INV. EL. 71.50 _ (II1 FEET ) w~! 3. loil _ s,,, _-r - 2'1.0 ,3.30 5245 ; F,, 4 3 3.21 I~~g 1 9T 90 7 s p 12.5 i ir«h = zo tt: 701 ENTERPRISE ROAD E, STE 404 P2 99 . ,,r { - - _ 1 .1100_ r ~ .4 Iti29 I I I GLD • L, SAFETY HARBOR, FL 34695 £ w C1 _ 1135 ; ~ 1 li a I O 71,9s ~ ~ ^ STORMh~1ffER PONDS ~ T11ROaT ~ ~ _ rr'I RIM = 72.90 7z. 1 TOB' =174.bD I STY 1 S1-,~ LEGEND IE IJ = 69.42 E ISTIN 1 ~ W.. 1170 ; BOTTOM= 71.0 N 7~.05 t ~ 7:23 1 MA I MAS WWW.KEITHZAYAC.COM 1130 72.90 PLL a ~i E • . I 7..5 EB 9351 - LC 2500212 DMW 6 I tl. ~ / r ? ,20 74.40 a l 3 s' EXISTING SANITARY SEWER ~ s ~t ~ G - :ass 1~.>s -FE=72,91 13 72.5 ;•31 a 1~ s_ ~ { 7 0 1y R ~pP 33a 72 L ,-8 PVC ROOF DRAIN _ I~~I~ EXISTING WATER MAIN- 7, os ( ~ F • tJ' S 'zoo 4.40 sk. P p^ L ~ 1 "36 I I-{" r ,T.. I -y ?2.n BLD 72.55 ~ n 6 t . ass) EXISTING SANITARY MANHOLE ~ 7 D I a ~ ~ ~ 74.15 s~,. I ?2z7 ca- I I ~ ~ - i ~ ~ 8 FLEXIBLE DRAIN PIPE PROPOSED VALVE lgM/~J ~ I * i~ : r3.43 _ PLL T.G4 I I 4. D - ' , , ! _ ~ • ~ ? .a1 ~ ~ - I I - c - 1,00% % ~ ~ _ - , PROPOSED WATER METER ~ U ~ W 3.47 L _ 2. ?~'i' ~'ST r~~~ o° I,. '72.6 .-,~,~:rl:~ 4.30 1 ,?.h ~ 3:8 l ~ - , I 7z.. 6, , . ~ • L4 P . . C~NI, - ! a TEP,f~ACE ~ t %za D PROPOSED BACKFLOW PREVENTOR y, I O , A.u r y ~ afi ~ ~ , 4 _ .74.45 , v1 • - , 72. - ,,r: 2 {bas t- YARD DRAIN , , , ,t., 1 I ? 58-- _ ~-(f - r { ,12.2 I~ „ „ Z PROPERTY LINE ~ SAWC ATCH Ln _ , I - E3LOCK D ss EXIS i VEMENT; I to I =~G • TAN .TO FF ~ . ; -I- i ~ i , 7 .4 - 7 .09 ° 1 ' < , at : rBC, ~ ; ~ r^ ~ O n / g B° i $'1 I " P L _ RATED FOUNDATION , , , t ~ PAL as 4000 psl & B ICK-_ I: . CB~. ~ F , , I PROPOSED SANITARY SEWER 3 ~ , ~ ~ 0 72.a. ~~N I~NO_.~''A1N , ; ~ I I . . t. F .y r3 I y(~'• '~rt t.. 'I =#112% + 75.0'°P `72 :2.a, 5 1 7 i z , FS PROPOSED FIRE LINE & FDC ~ ; INLET -J-7 ~7.~ ~ _ ~r.: ~?a :il -I-o+~---- , :1;, t2-r-----___:_..-_,;_----____~._,E.~.--s ~ --I-z.~ ~ _ ~ , IJ ~ A~~~ I T uPw ^ i - P,'I L. I cplc p. - --t-~~~. _ ~..,rr 1 _ . -~~R - - _ RIM EL. 74.0 ~ I ; ~ 61 7-~.' t,, , lk P?19 7 .00 _ 72. 5~91~. ~l _ ~(CJ ,:r; ~ ,G ~ -I- 5... ~r 1 ~ ' . w PROPOSED WATER ~ r I~ R- , ~J INV. EL. ~ ~ 1,~~ tL) , 1 : 3152s 3.t ' ~ a 74. Sit _ . 2.59 1 I I Pd .1 , ~ , T _ _ _ = PROPOSED-STORM SEWER Pu LL s . ~ , ~ 74.50 ~ ~ +72: ; ~ , ~ ;>s~ i?3 . - _ . ~ I ' - 4 - L .7~ I S- 7t i 5 v'. r. 1 GA 118 ! 1 1 / I REMOVE. EXISTING INLET & ~ -I-?3. 4. 'Y''•' ® ~ I ~ I - , I~ E ~ r uv nRT LIhIE~ L~A~D Now oR 75.90 - - r ~ ~ ' i RECONSTRUCT'T0 BE JUNCT10N ~ ; , : - I ~S.3T 1, ~ 1r ~ y , r ~ 5.40 ~ ~1 _ i ~ ,Jh~~l,l. ,`P'.1L I~ PART LIB Of• LP,ND PP~IN _ _ ~ ~ , BOX WITH A' 15 R,C.P. STUB-O T: I i I hl - 59 88 ~ j ~ U 1 4 I .7. I -1-13 - `J9,,,_ j 73.91 _ a' 73.fi i'i'1 - ' ,l I TYPE 2 CURB INLET; ~ ~ I ~ ~ I \ I ~ + D 3 E9 P ~ I ~ ~ ! ~ PER FDOT INDEX X210 +7 .a ~ I; ' • • FILTER .BLEND SAND dt WELL. POINTING. 4.0' 2'--~ UNIFORMITY COEFFlCIENT = 2.8- 1'=MIN. 30 MIL PVC 1a a i57a ~ - 10; 1a,9~- +?:4.77, 10 14os~4u7i~c ~ m 5.8 a L 1 t t d.;cJl C, ~ P•1. ( ~ ~ r,HF 1 ---t • _ ~ c1 a. 1Fc~ C) ~ = ADJUST MANHOLE TOP TO 2. a ~ s a. - -~(-~-P- _ --1- ,CRETE • ~ I ~ C, ~ I PERMEABILITY = 4:82 FT./HR. LINER OVERLAP r i ~ : MATCH PROPOSED GR E _ 74.3 FLr~1 , eir~.~a I tt, 1Jdh11r L, Ut; WITHIN AMACO 45/45 FILTER FABRIC ENVELOPE 7.0.8. 74,00 ' W 4 a.P I g.; ~ - wvc~c,h_<. {~~li~.i,-,~ii flat' ~ PARKI fi D-BE-- R°i 7 ,97 1 t." I - . r I I n ~ 7z.6s 12u xinlars oc/ ~ „ .3 L I;;,rl 75.00 ~ 30 AND 6 , 7 of ~ I ~ c.e u~:~~~ ~ , of ~ ~ ~ I _ , v I 5 , M, 110 , as !?caR~ ( 1=F1~-, .7f.IHl K wITH wWF. o -1 ~ E 1 TREATMENT / \ / / / \ / - 221 - U o I ~ O o l o O ~ ( + 76.30 6 ~ ~ ' • I ELEV = 72.25 ~ \ / 13.22 1, ~ 1 c-rY 75.78 ~;r';,' Z 83 E ~ ~ / i ~LL .ti ~ I, ~ ~ ~ -I-71>.7 75.80 ~ , . 5 N0 SOD IS ALLOWE NO. 57 ROCK U~ A ~ ~ w ~ c±l ~ ; 4.65 CONCRETE NDER E (3RICF' i ~ , _ I 1" ~z ~ ~ CANOPY T BE ~ ~ 75,15 29 ~ 1' 1.{'. ~ 1 ~ I OVER FILTER MEDIA WITHIN AMACO ~,+-I ILTER ABRIC 45/45 FLTER ~ L a? 8 E, ~ ° t; v. ~ I 1157% ~ , 4000: psl & THICK ~ -1-' ~l ; F. ~ I SAN. PL _ ~ ~ _ / 4. ~ a YVI ...75.0 ~ ~ _ tt:~ ~ ENVELOPE WmN FABRIC ENVELOPE Q C~ ~ H ' PVC LINER NO LIMESTONE ~ ~ ~ ~ a N N LL ~ o I 80 I . , ~ ~ ~ ;i _ _ 5.80 11(,1 69,65 ~ I , i__.._ I I I ~ 7aao 1 . r _ I ,a.l 142 - 7a 1~ N ( ( ~ 73.6 ® L _ . I ,I: , 15.6 _ •75.3,i ° ' ~ ~ ° ~ 750 GAL - BOTTOMS 71.50ND ALLOWED. ~ ~ Iwo~ O 6.. A.D.S. WITH SOCK ~ ~ IJ-I j22~ 'w : 75.20. - ' 73. ~ 5 1\ , / \ / ~ \ "FILTER • FABRIC INV 70.50' ~ a 7 ~ ~ I - • 3z ~ ~0-....,2%-MAX _ ~ - / - _ • tt, NILST~RL'r ,I,~0:00 01,'a, ti~,: . I . ; Ll - / / . • ENVELOPE WITIN • • . PVC • LW~R ' 75.50 3.ao r a t= to ~ ' _ I-, ROOTS TO BE PRUNED D~' Sw 1 ~i-' to 1~ ~r 75.30 os 76.00 ! ~ ~ , 123 ~ . 7 1- ..,-1fi L- LL.,S E! :.TIP1G F JCS o v p I ~ AT U1ILITY AREA. I 1.60' 0.25'. - w ~ W ~ o~ 73.5 '.33 LCf ER G'~ c - " .ao PA ?I, FAD AND. D,.~W QTR Lr (I:i - W W ' ~ } ~ z 2 11 EXISTING TREE CANOPY :,I.~ I 74.40 _W_ ~ ~ 3 1 ~ , 1 ' ~ = - ! X23 %T) it!' 74.oJ h}}-------• { BOT. EL 70.25 ~ W ` W W 3.36 I I ~ _ .1 1a' , . IJ ~ o ~ .4 ~ I LL , ~ I - - J FI-E-7 I i j ri17 J. ' _ E-I - I, 3.53% f~9. , I 1 ' ~ ~ N~ _ (;a„ ~~59~- 1.19% ~ , ~ _ - _ , ~ +7xo rr~ 74.8 r 30 MIL P.V.C. LINER O Z W H 4f-- ! I : ` . - I c, 72.a.. 4.85 ~ i I ' I ui -1=7.86 MAS ` ~ I: TBM, EL 2..11 ~ ~ a l ~ 2 I I r 1.00 I ~ ~ I 6.00' 1.5~ ~ ~ W I ~ ~ I D.I,P. w,s. I ' 73.83 I • 1-~ _ I 1. 1.679' ' pu_ 7s.ia ~ •J; ,I ~ ' ' ° ~ - 1 METER & BACKFLOW PREVENTER ~ W A 4 74. ~,~E~~ ~~E~1 r AI~~Es-1 74. 4.20 O ( ' 1 _ _ - - - - 50 _ _ - - - -i - ~ 4 ~,_9 :1 _ INSTALLED BY CITY AT APPLICANT FLTER SAND DATA ~ 0 ~ I-~ oa,c _ - - - - - „ IE h, (s3.3 : ~ 'ET -~~c - ~ .tiz EXPENSE. I C G 4 CONCRETE PAD I ,f~_ ~ C ~~3 8Ld 74.0 1; CLASSIFICATION: SP (ASTM. D-2487) ~ I U O U ~ w ~c>tec &zk1 g:, (•,m ~ . 74. -f-7 ~ V ~ 3 73A6 j ~ F, 357° ~ ' a+ caxc aasr ust t O O O O 74.1 _ , 0Pe n ~ COEFFlCIENT OF PERMEABILITY; 4.03 x10_2 CM/SEC. z 0 ~ Q MAT HEXISTING -i-r . ' nlunc s,a,u 1 - _E._. _ 1 i EFFECTIVE GRAIN SIZE:' 0.25 mm U U z UNIFORMITY COEFFlCIENT: 2.80 ' w ClI B & GUTTER 6 ~-~~,y , y eao ~ v,_ , ~ 1 •,4.c2 14.5, ~ /I ~-II ',a`' ,z' t 1~., ~~ic ~ a P~~,IL II\II Ir I ' r eoz •~n• 7 C.O. TYP. % 6 PV S ER ~ I I PERCENT PASSING 200 SIEVE: 0.3~ 0 0 w z ~ ~f~" ~T, j ~ ( ) ss Us~,W~- s - s , , ~ I 1 '1 ~I ; I i ' _ 6 B'4~tS ; I sla+lu7io? - 68 ' ' . \ : /..d ; ` ; i }~Q [1 "4Gi i'- \ ~ i~ " ®1,D % 54 ~ c r/LF~~ .~._t I_ , 1 1 ~ ~ x a a rn _ r; - r'hT COMC ' ~i i ~ /~5 ~'.U' E}} p .z e „fit / ~ ` ' T1 ~ ! e 1 - . 1, - I 1 f 44 7 i 1 {l P 1/2 Z47 9~ -b1-E) 4 2 ,10 - B- 1= _1 - j _ UNDERDRAIN DETAIL NNmmm } - - - a - - r !1C f !7i,e-, Ft..; ~`'.i-~L :t(6t-~3t I ~'i 9Eie-331•); 0 4.: -f ~---c~'*<'~,.1.`a-' J•3 1 x ~;;i _ jj 11 11npII _ ~..:-d-7 ~ i~. - - - - - . - - - - r.~:13. ~ 1~7 / 5 ~:4- .Y~~ t ( 1.7 Ij~, r. o e° •1590 • ~'~,1'2~9'4' ~ ~Gl . ' _I`-... - 1~'..:.7 Y Y ~,O O m i.. - - - - - I~J"Ol-'A'SBUTLT h 45 t ~ y-- -----rl---'-,1= .~,7~y~~. °g° .a~~ ~2. ~r2.sn r F.^~~JQ(.. w~ 7 n , t. SkT. ' , ~ z Pi 'r ---7. ,6.5_ _ . \ - ~k ~ 252.. ' d z.- ' _ THV -1 . W;W a is NM ~ , , ~ ~ - J , v , 7 .b4 G-~ r _ } ;,a.,~ EXISTING. 8" W,M. _ r!. 1~a ••F~ or°,~ vt l W ate w_" i~r ,1:79 - 2 8 W M. _ ~ rte.., , I - - - - ~ ~ / ~ C:{1.--(GYP.) GI -;'2:34 7 f,4,1t±- ~';1 G~~. 1 _ - 721s •f'i: i. EXISTING SAN. ~ ~ ~ ~ 'ctn. NG~------ w w w ~ ~ SAN. 0 0 ?0~ ~ Z ---I--~ - - I - I LET - 1 S :1 P I t; - _ n - - -'r - - - - - - - - - - - AN T$ €a4f`~'IN6 ~ HJL~• I$-9 SIDEWbLK ,.CROSS S `<~6 ~ ~ , ~ , `l ' _ j rr 14.... _ - I ~ R M EL -74:00 „ i RIM EL. = 4.00 :.WITHIN DRIVEWAY T E ~ - ~ /j - ~7 _ 1. _ g I I ~ / \ 6 S N. $TUB; Rllvi = 72.66 ~ ~a... ~ F~P~,1 ,.i, j ~4.... _ U U U ~ ~ ~ I \ I . E , 71.50 ~ - _ l INV. EL. = 71.55 MAX 2.DD% ~ , - 1 ~14t,_ , 14uD _ ~ _ ~ IE rJ - 6,.Oa _ ~ ;l' ! ;FIRE- , YD T S BL i I- o I 3w,1 ____--+E~=--~~ CONCRETE A DRC(!E \ t ~ ~ ~ ~ I PLL3 I INLET-'D=t-+•''. z-- ~4 - CI Y EX X40 ~ laa IL ~ V ~ r, ANDES, ATS~,-- PLC3 -1•-72 ~3 ~ I DREW STREET C.R. 528 RIM EL. = 74.U~ PARKING ETC TO BE ~ r ' . [ YI~Ft.I-: ( . 1) 2x8. TA u IL,i,L aaaWW N ~ I / INV. EL. 71,50 _ ` . 145<., 1UU:0' Rlw _ 3000 psl AND 6 ~ & VALVE INS , - as W D ' I PI ~ 1. -~2bs THICK WIT1i_1NWE._.._.. z-f2--..__.. T,;APPLICANX E`Ids~ 11494 ~~~~i~ 1 ~ ~ I SAWCUT & ATCH . F~ ~ o, _ - -1 - 235-16E 73118 . INLET D-10 EXISTING P ~ T I colc 8_ ire; - - NN - - _ ~0- _ _ m ( - _ _t,<:_~~U~.6 +~-~a----- -EL. = 74:00.. _ Pa i~.y;; - . ` COldl P EDIAI~ 73.30, T.-. ..l ~~ooo W 3 13 r1 pp, rz _ . ; r l - PL ' PI_IT 73.62 ~ _ __~-_-----1---..~_ I ~ ` - D ~ ~ N O Q N tf1 h 00 - I l2.a5 _ - UTILITY NOTES i O O O O ~ I ~ N M~ O Z 1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. ` 7. THERE SHALL BE 7~ FEET IN fRONT OF AND ' TO THE ..SIDES OF THE .FIRE UTLITIES HAVE BEEN-0BTAINED FROM THE CITY OF CLEARWATER UTILITY-ATLAS. HYDRANT, WITH 4 FOOT CLEARANCE TO THE REAR OF THE HYDRANT ARE IR T MAINTAIN A PER NFPA-A. ~ 2, C NTRA T R T R AT INSTA ATI N: F TRICAL POWER S RVI WITH REQU ED 0 BE ED S 0 C 0 0 C00 DIN E LL 0 0 ELEC E CE LOCAL ELECTRIC COMPANY. ~ S. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS WIDTH VARIES - . ~ ~ 3. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER SODDED POND I ~ ~-~I .rr~ b E S PER NFPA-241. A HARD ROAD SURFACE ABLE TO SUPPORT THE WEIGHT OF FIRE XI TING UTILITIES. APPARATUS PRIOR TO ANY BUILDING CONSTRUCTION .BEING STARTED: REQUIRED a .t~ AEI, STANDPIPE SYSTEMS SHALL BE IN PLACE BEFORE CONSTRUCTION CAN PROCEED 0 4. SEE GENERAL NOTES SHEET- FOR ADDITIONAL UTILITY NOTES. TO THE NEXT LEVEL. PLEASE ACKNOWLEDGE. 4.~~ ' TOP OF BANK ~ ~ 5. INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS APPROXIMATE AND IS m UI.f~L'1~VI.hl.:1 ~Ih~ULJV ~1R~' •~~~~l+~wN. g •••~•~~c~l~J 3.00 ~ -NOT FIELD VERIFIED. PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR 73.0 R E C E ~ ~ E ~ e ~<<T r',;;.,~` m; ~ WILL FIELD iOCATE & VERIFY EXISTING UTILITIES e.. TYPE OF UTILITY INVERT ~ 9 2.~~ 7 G • 0 PROJECT 528-08 : . CONDUIT MATERIAL ECT. AND CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ; ~ ~t . ~ ~F ~ , - 1,. GRATE ELEV. =73.50 _ 9x001 - ~ 1 ' AUG Q ORDINAL DATE: 10.27.08 ~ ` ~ 1` 1.50 DISCREPANCIES .AND/OR CONFLICTS. WEIR ELEV. =72.25. 71.5 , ~ " ~ cHECKEDaY: KEZ ~ DEVELOPMENT & 6: UNDERGROUND WATERMAINS AND HYDRANTS SHALL BE INSTALLED, AND - ' - - . NEIGHBORHOOD SERVICES ow?wNev: w,z COMPLETED AND. IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. 4. 4 CITY OF CLEARWATER SHEET NO. SECTION A-A e N. T.S. ISSUED FOR CONSTRUCTION 6 OF ISSUE DATE: 03.19.2007 ~o CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING 1 • _ ' _ . - - ~ , - - KEITH ZAYAC & GRAPHIC SCALE ASSOCIATES , zo, o ,o zo - LN C I (]N FEET ) I E - , ~.inoh= zo tt. (727) 793-9888 701 ENTERPRISE ROAD E, STE 404 £ \ , ; : SAFETY" HARBOR, FL 34695 72.48 A p ~ 3--h{--~._ ~N----F~- R-~- V--~- W W W. K E I t H ZA YA C. C O M ' ,x.78 _ 1x._q ,,_.3 72.77 7254 r2.3<t W W ,r oT i2.11 --+71.9F> WM W ~ 1,'M ~,p, ~Wf-0 Wlq Wtd 1JM WM - _ _ ,.n ~~t -w- ,.~r., ury~'- ,n, ~~ks t~r~'--~- wn ,„;M,__;,,. 2:11 - ---+7tDr, E B -9351. - LC 2900212 12 2 Pd WFI WM WPI a' WM prM V.'p,::~ u'~' ~ ,G'i„~~•-^~ 7 91 '1008 ? p 72.57 _ / ? 1~1, L 72.4G ;2.29 / ~ 12 7:_1 ? 71:9a. • ' ~ ~ z.12 ~,1 O1~b9 2.23,.~~~ 72..g \ ~ ~ 1,,10d•Y? : I 45 -~-71.6u \i _ / ice. r I ~tul)7~ \ ' 1006 ia311045 -J-71.68 -.z....~ r v ..Pa„ r~6 L~,~rrx.l- 3"' 2 3 HROA j' ' / / 72.2°.; "d"?2.11 , iRr,'.' I,~F)j :,d Lr+JaJ~~,l r ~ 2.4 ii IAT 2.51 • ' / P = 72,87 CE '2.40 / / ~ RI°I dnf. MB MB / . / lr 15 7- .J/ /1--_ l _ l w7fTr~. \ . 1 72,2 1 if , .8 .N 66.6 i 1 Q ~ e + } I ~ r i' , MH A ( Ii B' i 1 .:'Y I 1 1 ' I 72.1 ~ ~ , ; } I • I R M 3 ~5 1 ' :I , \ 1 , 72.2 + I g.57 73 40 p I `r'. / • • V 1 ? ~ I _ _ ,~{712 - • I ~ 72:3 TRU SIR ~ ~ u 1 1 ~1----?\--- - _ 4'j~ 1ST , " ' I ' _ ~ r-~r I G ; -fir--" ~ / \ I 17 , , . ~C , I .65 - , : 2.1 i2.2 X43 a . . :99 72.Sf3 ~ 72,94 ~O,ll'I~P,F) 1 \ \ rj~ 1 ' 1`i i ~5 i ry, . &;r---< ~ . _ 72.?3 1 _ . rr s ' • _ . . , ~ - 72.1 \ I \ ~k., k, R~ E~HPc L86539 `r i 7 n 74.0 • . - - , C \ / \ t ~ I / / 74.0 ~ ~ a lz 2 d~ 37 s 1n \ ~ ~ 73:0 \ _ I ,n ~ 72.0 \ 1 ~ 73.0. O ~n \ _ I - _ , I ~ 72.0 _ ~ PL i L~ 8 ^ ~ P ' (&75.01 I .71.50 f r .ol or ~ ~ 71.50 I ~ - , SG0 73.03 ~ - ~ .5 ~'G ' , C3 : ------,-~,..1. __r _ I r , ~ F y] 1071 , 7j C'i5 1 ~~q I' F 72.52 ' ' . 3~ 9G 73,30 72 59 3 3.21 -TJ2.~0 1 ~ I~ ~~1 - T- ' ` ' '3T_.FiU 1 ' 11011 ~ /e.,51 _ . 1.~ - - - .4 i,;; , ,L I PL - - - - r; ~ O STOR~IWA, R P0f5JD~ TOB = 74.b0 `l'>' I 1 STY STORMaMA R ~ PO~J]?~ I ~ ~ TOB = 74.b0 1 ~;Jy I 14.f,1 1z2 7 lD7a o o BOTTOM= 71.0 MA ~ o o ~a.3 I IviAJ - ~ 73. E ` 0.2 72. 2 o BOTTOM= 71.0 Iv1,4S I 1~.4AS PLL. a f~ E6R I ;L - 2.5 i . - ~ / ,i ,Z I ~ ~ I I _ 3 :I uP ~ 1 _ W ~ a. ~ ~ FFE=72.91 1 ;5 ~ • 3 . I 8 3. 7 ~ a ,.r,r _ ' 72.4 1E30 t 72- 5 3~I~'- 34 12.36 L ; 1 ,36 FF~=7L 1,3 7 1630 A, 334 ' .,''r 7 I ~~u + z I 72:6 1 z 1 ~ , , . "~ZlRD C7 3 I ~ 73.18 ' I a ~ J?'20 `'..172.6 1I. (JI D - I I,I~,`> ' ^ 72.6 - ` 72.6 72;20 I'- J- 8LD I i - ^ I h2b I h 6 I 1227 n. ' j ° ; y~ ~ ' _ 1 1 6 - ~ ¢I 73.43 1 I i' I PLL I 7 - ~ , U n..h~ 1 30 7 ~ n ~ +r2..i , P~ . n I cy I ; 6' i, - - " ^ ~ ~ ~ r f-IRST ~D I 3.4, n 72.6.. _ I ~ ~ I 'E + _F I ~ I._.lii ( ~ , . I , , , I~, ur, . n- ~ n~ i~, Ura,;.~ _ n n. ~ I +72.6 F 2 5 ~ C,i TE~Ji CJ E.-.. ~-.1'APIK.;: , .T. ~ 71.9 ~ ;r, ( - ~ ~ yA1K , uirl I're' !2.4 - r K . ~ y`"'^'~ ulil - j TEf~~!{C~ +,2.9 r.. l ` +2~ - ~ , - ~ ` i 2.86 . . ^ • 72.3. ^ ~ 72. W'S 73.T 088 - , ~ , 72.70 + 72.2 _ , - J^ L. - ~ ~ %2,75 i 51 GC;K. "D'.n3 I ~ ,.h -.c, r ACC , la I n-: ,f I - ~ ~ 1 31 ! ° ' I- . \ ° 7 .4 7 .09 eo - n 7_.80 , 2.E ~ 1 / 7" 6 n - I ' 1 ~ "n, . a ~ I F~L n .M n n , or .72;3 I , , • I i~~--~~ ^ _ _ ~ ti _ ~ I r 77 $6 ~.6 i I \ T 1 I n., ~ f 19 _ I 1 j F!) ~ 2.4 ( ; 219 ? . , rn i n ^j^ ~ +124 I 1Q~.°7` ..J"~ 1F F2.3 i.; rll I /i~~ ~ VJ W ~ n , ~ xj / ~ / _ s, • I 3 ~ j S1 r" 'F1D " 71 40 7Fi.Q~~f ~ ~ i~ I , i I '7.; 1 / " x . _ BOL ° ~ 'c talc ~ A •t )*7P t'- ~ ~ H - , F14r n i ' ,~GA BOL ,J C I. . , ; t z 1:. fj•fP1~:`{~-~-~-_ 1.' ;'cr, i n - P.O' ~ ~ , ~ : / 1 ; F' I +7' ;7 SI7 cda 1: I r ~ .I 1k32 Q 1419 _ .2. 4 _~.:~1 _ ',l~) : c, I i ' , ~ 1 1 ;,1,;, IT n . ` iT ~;A +-2.e I ~i 1i~.00'!L) L~1 P) + 7' } i:. ~ t ~ /y - 73.62 122G 3.1 121 J = :91 ~ X2.3.. i' 73.7~~ 1 _ I , I _ p, , , It I L X2.59 2 .I I 1 I, _ . , . r-I h+i V PLL~3 4 '72 74 76 , ~ ~ -11-- iX71.42 I i GI D GA e 118 ~ ~ I p:~,.: 1 1 / ~ , y ~+-73. _ LIPJE 'C;CP1 ~F L OYD „ f) IF) f'h, I ~ _ / \ / i f ~f 4: ~ Ci, ' ' ~.J ~ 4 1 ~.'I tl ~ r, ~ M I. I r W W I i!P~ ~~~4)F Ll~c,,(u~tl~ ,,i IN ~aRl ~IN~ I}f L;r1U IJDIN CiR ~.i`~~.J , y ~ I / ~j [-1 i1~ IM AA3:,54 LIF1- f I III i1JVti {)R , v?, / Iii I - `i~ `1 ? r, ''A , ~ + t rl~ _ / ~ I _ F"OF'h~1-.r.l.. _ F~C.M RlY t,F HAI.R1' 1. ~.UfILF +'sND I'I ~ '~I LrIPJU-.Jed CR ° / n 73 r _ ? _ a - , / F_OJ h,1 r'I l Of I-{AFRY~rJ 1VAGI`dEfi'-AND I~`J PAh'.T LINE OF LAIv'[} fdCU! ~;if; ~ ~ J - ~ ~ . ; ~ / w ~ ~ • I FORP..I~R.L.. ~ , + PJ ~C' FORIvI RLY OF O. PHILL 'S ; • ~ 7z.a i 7 - I Ft7RP,.1~kLt OF Ci. f HILL~IRS I_ ' ~ { ~ ~ ~ / ' p h : , I~ ~ x 73 69 P \ ' 73 I c- r 4,1 1'I ~ I ~+Z ~ •L0 WOOD I wc~o~ I I W 15 8 `1 5 . - 5 1419 ~ I ; , " j:r G 14U814071AOfj S i DJ t 1 is l Ir:F' hJCE x.18 $ 7 6' cl?h n F 1dCC 1s~HED ~~1 - 7 4 ~ #nxi a c., PCL _ r:; +,5hv5aEz-i:~ o~ I / \ _ , - 3 4. cfTlc 'f 5 iF 15s~*jJC+. 6 `i I I ,I n 1 y 601_ BiiL BGL BD ~ u / ~ \ ~ Fl:,.! t t ~ I .r z' h1CE ~S~.~HED rat' -L74 / 14iG i4 1ac°da ~1a~~4 ' r I m / I W_ 74.39 , ~ , ~ ,~k,~4. 4~-.. UL gg I Cr~ f'`! b , g ~ 1Ffr~1JCE 6 F6NCEh Syr 6 L~:1L [JO Bn / ? J w 4t00D 5 1 ~ 97 I 1 1 r, i' WGOD S f P 1t1 7,:.97 11 ~ ~ 1 6 120 AP Ok'IigA 4•,- . • . ~ 1 ~ _ I I )N I Y 72.6E lE 0^q Ib Oi I u , I ,"I L 3 7 l... RG - ~ llor,, ~,F. - - ~ I ui I I' ~P,PM , a' LfJOE~+~~.) I - ~ ~ ~ ~ E I . , I 22 I I I , I oa ooI I I ~ o~ I Er 1\ ~ , w ~ aOU ~ I \ ~ I 75.78 II ,'~;s / ~ ~ U w , , : _ ° ~LL 4 I I r- ---I \75.75 I i s ~ i 1 ~ -~~5.?~~ ~ t~ E I ~ Z o ~ I e . ~ _ ~ is I ~ Q ~ m n. d. ,i 9, SF I / I I I I I 1~, 3, ~ ~ I I W W U1 I' E 1; I I 7S.a3 +7 1" I / ? , ~ 3.88 a ` i ; ti ~I- i F. / 40 r/ ~ i ~ ~ ~ ~ LL !4. I tlU. I I i I ~ ~ ~ _ 73.31 ~ ? ).4 N N ?444. 1557- ' i¢"1' 741 I '3.7 i-:=1.,:1:1. 4.10 ,c ~5-5§---- ~ 7 I a,' I I t557 i~26 1:~'^ / 0. d N I I ~ I N r: 73.6 LID , ~LrT3. .2 • { I ` - _ . ~ t I J5.'S ,45__---I-_..1..._._ :5:fi - ..tl:. "i5 1 s T I i" .tD ~°v ~ ~~-08 _ 73.25 1 -`73.1 r I' 2 ~ I \ ' > - I - 327 1 4VEST~1~ Y' )'1C,' r r. '1 I 5 ?~~_L^~ 1`il1.UC~ (If 1Hr r.71RTHE L 15L.1., ~F TFic_Si.t~THER~Y ,_r ~ (1f 11„ ;,r7I~1HCRLY I~ 5 I \``_y~ Y Y ~ ~ ~ 0 I O,' i~ ~,,i. ~ ~ ~ r ~ a6 ct~?~ . vv .3.60 - 1u1~00' OF _;1°,! 1 /4 CJF SW: OF - 06 ,c f ? ~F ,1 1 i 'I c.)I 511. tIi , + c_- , S as .,,o,,, ~ Y \ : ~ F IF. J.~..i~.'{~i~•.1'i Ri r - • C IS~IIJ„ RI;~~I o 0 o I i~- a i I t23 7 7- 7--2 1h E r_F..S rxISTING r'f p o p I t , _ I E 73.5 - , . , ~ I ; , ~ s: \ ! -SAD f I , t1r ~,nn LIr_ ;TF;_ET 73.33 DELL ER (QUAD AND DREW JT ET (LI ~ A I -i ~ ` ' \ ~ ~FUI- ti ~f I I;t+s STF;_C-T Lj .:t' _ ~ Y ; s~_, I ; \ N ~ ~ Z Z E - rr~ - 7 8N -7 - - / 37 / I 1 ~ C C. ~ KI G WITH RAMP ~-ss 37 ~ ~ 11 w w w ~ ~ i I 74.66 & ~IG~ PER FDOT J ~zf1o D _ e . ?~?t ,6„ I t ~ ~ ~ f ~ I 1423 I I 74,E>t ~ } r I ~ g `'k~1 1" I I 3.36 1 I ~ 0 `H' I I f I -rr-._~3.,~ ! i L--- ---~AJBpX 3 I- FF =i.5. 4 I ~ I ~ ~ ~ 0 0 1 I ' U U Z S ~ E ~ . , I 'I-74.43 _ _ _ I ~ 7:77 1 / i ~ #.4:1 -4_74 7a:59~- -h-7465 I ^.t / ~ ~ ~ Z Z 0_ I {-;gin / > Ci I P~ 2. z 1 -STY / M I ~ v~~r77 ? / o Z I .n +~.06 , `c~ I ~~~'z~: 1 ST1' \ ~ U U U 0 0 ~ 3 TBM, EL 1. ; I , I L ~ 1 I~ '~1° - / a a a w w N 224 ~ ~ ' ~ -I-7 .70 ' , 73.83 CITt BM ~ I i PLL ~ _ ,T PRC~PEFtT RE,7a I~ ±7~,1,~ 1 i ~ ~ 73.18 1 ' '1 ) I i~59 ~ c- E _ L_ I _ ,I_ A ~ ' 1 ; s 7 G GI 72,68 I ~ 1522- 15 _7 5s----- U~~~.,hi~ '~'1=__ ~ ~-~fr v 1522 ~:y~ i ~ ~ i~~ axc / IE N = 6£',.:8 74.53 ~ ~f.'.1,.. T - -t~s.~r .2~-----•- .a4.z_ _ i ~ I X411 8LD BLD ~ I I 1 I I ~3'~ BLD BLD ~ o ~ r, -573.5'3.2.8 • = 23:24 3 '3.06 / ? •p. I E 3 .na oxcawcaosr:~ 1 - 17;~ Q ~ ~ - 3Pfi~T1. 1 ,'9.18 - - - \ i I teA~nc awu ) ~ a ° _ 7 35 r I,~ E ? ~ \I I ~ ~ ~ ~ I r .l 93,18 ~ ~ - \ tp ~~pp h K n 0 0 0 0 r ~ r ~ P, - . I + n Pl ' I L I ICJ ~L~,i G T ' " I eox 'AR' 4, 43 pIl P ' 1 (,4.22' e~. ?4 53 f ~ I, ~ r ~ 1 , 1 ( o ~ ~ N o f"' [v ~ ..443 ~ e -f- "49 ¢7 ~j ~ i l I~.. i~ iJ ~ ~l, t~{ ~ ~ t ~ N iA f: oD Q ~ £ OiC ASf ~~-n I , » ~ I .i~ i L{ ~1V .ING B.A 51J p1' ~ i, i~ ~L. I f ` r ' M I ~ naxA17AG8 B 4 j51 1 / 22 21 'JV ' \ ~ 3.5 / "P.,t / i~ ~ 1 it is r l ~,I\?J`22~< r J~~ I NOF?TH R; W, i>a ING EA515 {'fro N c~.l _ ~ ~ I ~ ~ ~ I X 0 0 0 ~ ~h3J°2221 "'vV(f) ~ ~ ~~-~v ~ ~ _1-73p 51 / i I t /~E t. ~ ~ ~ ~ ~ - _ ~ 1 m sauP ~ / ? I ~ i , ~jCf'< ,Ej L 3., ~ FI 1" ` ,.J ) ' , ~ I "~r-~ - •93 d' \ 4.02 \ FFP 1 r2 I ~ 13.'iq 'j 73:7 5.. I 1 S 1.71' \ ~ ' 1 i m ~ 44. lU 2.86 / ? / r: E ~.,1_ _ ~ i _ ' 7 73.9a E1 0 3 ' -1, 1 FPP,1 2 , 7 ,7 ~ 1 ~ ~ LL W VJ O Z vJ' 3 ~ ~ ,i ~ 1 , . z . 5=4- , , _ °o° , • , hh,,11 1~ c..7 ,c~•,. _ : ~ , . ~ , "74 f ' 4oir±7a- r 2 _ ~ 2+ib 'I tiTr 71 i' - / Z ~ ~ ~5r, D F - ~,iod-, 1, x-- -..T_... : ' i I ;f~! ~f 93,;~ 1'~r14 r ~ ~ 8(Y~- '114 ~r 1^9Zn'~, ..7~D (r-~F1R-! ~ I _ { 7;'.51 ~r 7' 737. f'7~H J. .~JU \ / ? , 7 !1i: r. o° 'i54 'r 9 2ef1, ,-_L._-- 7 ~ ~ J ~ i l Ulr f. • ° , l ~ ASBUILT 1 4 J c r a .•1,_~_:_... ~ti~:-~,--..:: ?.ll . 7 rat' :B~ ~2. 260• 1 ~ 2J9. a1 fr#"~ ;i T.. _ r _ r . t I I , ~ T ~.--,,•---.s,e, --7=-'--i-'- D-'~~M^~ 2nD ` ~ i, ~ D 3~ ~L - -`k` - - TPn TRV ~I '-`-•~-I-._.•--:~,. iidH , . 72.42 _ ~ ' - pp -L+- 64 / u WM W-~ 1 WM ~ ww,M 4U1\ ~ J r 1 W i - __GL 71.H9.".hI`3~-"?' W w~^^~rl I - , . . .,FI ."''riy .--z , WM, 7~~k~....,.,Y,, o..w. fir_,_.~...r~ry. ~ ~ 4J1~~ ~ , - / 3 ~ ~ ~i 8 wv / I ~ w w~^^~ r{ 4ir, ~aA'+~ wr, ~..W. r n a~ ?2, r ~ r ~ _ _ _ 11111 Ill / - _ I Le 31 - r - 7 ~ a9 13-RC 1 ~ ,F;~ _ - GI~~7Z..7'-J ` r !9[ ~ ~~~~-1 {1 , L~ •X ~ • ~ Y~r~,d '\F r . , o s ~ ~ ~ !_1 I ..,4 72.15 " ,a ~ L: t \ ~ ~ -rr 1 e 1 / 1 E~= G 9 1 i 3 c ~ +e r H, Z ~ - r ~ ~ ~ ~ T~~ ~ 9~ I • I - \ ~ ~ - ' - r. ~ hlbl --'_4~~ _ ~ iC~ '~~~E r~ I ~ 'r - r~ E~. ` r~i ,1, ~ C'~,,1 , het 71."' ~ ~ r : _ ~ ~ 1410 146' {f. I'; , / ' 111 , / .gym ~ ~ „6, IE Id G/ o~ ~ I ` : 1 1.1;1, r>w r P,,~~.- }Fr. l: , 1; t 147.1 ~ 1 - FLL3 - ~n Ll._ I-~2-f"~----- 1.:7.1-54--_---- - - ' - ~ _.----!-?-S~EH'----.__.r..l~-`F-=-~b. ~ 1 c 71 \ 1 _ ~ P v'' 1 ~ tl ~ iy~ `i I ~ ~ ~ W W , S PLL PLL3 --c\ ..72.33 DREW STREET C.R. 5Z8 (waT GI?APi~IC;aL~rFLl.3 DREW$TF )REW STREET C.R. 528 PLL, P~L3 n~, - ,c~~,.., ;r~~ W e s ,,r COIiFECT I.OCAl1ON, _ ` 1459 _ ~ 11f F 1472: ._--_.1490 IJSE GISTAPlCE .AT - , fi r P T --I- . ----',-1~~-.__..__ i „U'~ R U" . _ _ y _ _ ~ LJ i ~ t~ ~r ~ V ~ i 1 r ~,~P„~y ~w[n ~ F'LL< L~ -f- 2-~ p~q. ~ ; , _ i i~'',i ~ n `Y , r~1 ` o F`lL: ~ ~ ~*f ~ ~ ~ W A1~1 , V ` 4 7-%9~--16E ~ ,a~~ 1 a t _ 471 7,,. i g 19' c01r, - - ..t4.f,- ~ - ~4~0- - - ____~-I•- * r ..d~, _ - _ _._'1791`__" PA _ _ - 73 t5 !1'1!!1 ~,m7 _ i"~ a 6 . _ F~~r v ___.__..J..ei -c.~ .7 119.3 • ~L::L..~----_...- ; _ t 3.61.-,__-_ ~ 14b1 1452 73.G7- 7q,, ~u ;;:7NC I,4EDIAfJ ~3.4s ,k °1'lLr - 7-I-3`t5-`---~-3 - ' a q ' t i l f L I. I `al,~ 7.1.30 - I Lli_._ . - '-i-;- 52g.0B P;1_t a PLL~2 7J.52 5_....° - fLL1 _ ~ PLL 73_D1 71.30 - - I 8 - _ - - --572.58 - - -I _ - ;a3D .'...i)Bh ...._---i-:---__...._._ _ _ ORDINAL DATE: 10.27.08 i ~ , I ;2.Sa DEVE1.a~~I>>~E~T ~ ~ C n t?le~nuennr~nrtru s+r_rs~i~nea, CI-ECKEDBY:_ KEZ , a~1%.en®vnnt~~u ,a~nveu ~ WATER DRAWN BY: HAZ CITY C CLEAR SHEET NO..' j TURN TEMPLATE FOR TRUCK (WB-62) TURN TEMPLATE FOR PASSENGER CAR ISSUED FOR CONSTRUCTION T OF ISSUE DATE: 03.19.2007 ~ CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING i 1~_O" 2 1 SEE DETAIL THIS SHEET FAR srANDARD PRE-PAINTED SIGNAGE REQUIREMENTS DISABLED PARKING SIGN y _ _ WHITE BORDER ~ ON 1/B" THICK SHEET 6~ & SYMBOL ALUMINUM BLUE BACKGROUND I' RAMP 1.12 MAX SLOPE 3i~~ ~`p~ a, 9~°~ KEITH ZAYAC & PARKING BY ~ 2' 31 ASSOCIATES, BLACK BORDER DISABLED & LETTERS PERMIT WHITE BACKGROUND ONLY C ETE WHEEL STEP 2' ~ INC. ti~\~ CON R SEE DETAIL THIS SHEET BLACK BORDER $Q55 FINE (727) 793-9888 & LETTERS F.S. 318.14 ~ b WHITE BACKGROUND N FACE ~F CURB 701 ENTERPRISE ROAD E, STE 404 Z V ALL LETTERS ;-i I~ NOTES Concrete to be .3,000 psi, with fiber mesh reinforcing, SAFETY HARBOR, FL 34695 1" SERIES "C" rn 2-1/2' r11n ~ ~ 2' rein z" Hor DIPPED GALVANIZED DIAGONAL THERMOPLASTIC STANDARD WEIGHT STEEL PIPE 12' MIN STRIPING 8" ,WHITE @ 24" D.C. 5 WWW.KEITHZAYAC.COM N ~ EB 9351 - LC 2600212 N ~ ~ \ N ~ i , N • N ~:~:•~a`•'• I I• ~•r;•~;,~A;:.`••. THERMGPLASTIC STRIPING e.,"~ • e" - NOTE, FINISHED GRADES ~F - -III _ 4" 4" PAVEMENT IN HC PARKING III d:,l I" G: 8"X2' 6" CONCRETE MASS. - FINISH ToP aF MASS LEVEL W AND ACCESSIBILITY AISLE - I Ir , w I- SHALL NAT EXCEED 1.50 _ _ ro WITH A SLIGHT RAISED WASH J - , 'I I . ~ I~ APPROXIMATELY 1/2" ABOVE _ SLOPE IN ANY DIRECTION - , I h . - ~ LEVEL OF TURF/SOD. ~ 3 7-3/4' #3 Bar 7-1/2' #3 Bar r 1 a• i i a• Typical Typical M 2" .i TYPE A TYPE C ~ ~ a ~ a CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION 8" HANDICAP STRIPING PUBLIC WORKS ADMINISTRATION ENGINEERING REDARBwN eY 9i99 NTS _ ENGINEERING III~~~ REDRAWN BY DALE a~acED BY TYPICAL HANDICAPPED Na Novo 7/92 A ~ I ~ 4/e/m Rev. Notes R.a ~m BY WHEEL STDPS nrooc ND. Ir~l (~A1 • DETAIL ' '~°°u' AtD M.G. SIGN DETAIL 119 HANDICAPPED SIGN REV. DAZE DESCRIP710N App. DESR~NEO BY 1 GF 1 DESIDNm BY REINFORCED CONCRETE 117 ~ REV. DAZE DESCMP710N R.C.S. 1 OF 1 4" Dro at All Drives 4" Dro at All Drives p P 2"R TYPICAL FIRE HYDRANT SETTING ® ~ ~ Q • 5" 1" • . • • • 6" 2" N Wearin n,ts~ ring ~ 1-1/2"R Wearing Surface " ~ g 3 R ~ Surface face Fire Hya'rant Asser~bly © ONLY APPRGVED q 1~' '`ye i-' ~ ~ (Typ') Kennedy Guardian No. K-81D SECTION A-A Construction Joint A oti ~ ~ J ~ / ~ Permitted ~TYP) ~ eye lq`g d ~ \ ~ '•b~':d• a ~ ~ Muller Centurion No. A-423 W NORMAL TYPE I CURB ~o ~ ~ ~ / .•4•;::•;: ;:D:•' " SECTION -SEE INDEX 101 d Y i ;:p,':::;:p, ~ ,.•:.P;.•.,3/4 R Distance Varies U.S. Pipe Metropolitan ~ B s,.R T o s. ~ N ` •,;::R.:;;.:•:• ::,:v:: Base , A C YP ~ d Base ~ :4: d . 18" Min. ~ v ~ ~ ':P: ~ ; ::q:: ' ~ / . " . ~ d P4" Max, ~o ~ •6, 24 Valve Box Valve Box ~ Q ~ 'd~'~~''~' acted . Compacted ..Comp , A B C • Sub rode ~ / ~ ~ Subg'rbd'e ~ \r\//// Limits of concrete Swale ~ ~ ~r ' 't of c uontit ~ Limas p y q y i, N~TE~ When used on high side of roadways, the x~ ~ N cross slope.- of the gutter shall r~atch the ~ U~ W he ~ ~ ~ W ~ Q 2'-8" cross slope of the adjacent paverlent and ~d I_,4N _ STRAIGHT CURB " P N the thickness of the lip. shall be 6 , unless ~ss ~ Tapping Sleeve & Valve W W ~ ~ • ~ otherwise shown on plans, 1 -4 = Mech, Joint Valve N By City, Fee by ~ ~ W • r Mwner or Contractor • TYPE I CURB : r•..i ~ ~ ~ W : . • . 3' O • Back of Curb 1. There shall be a 1/2" seal 'oint J t C9 ~ ~ ~ _ - 5 s Continuous ' Construction S r~r~etrical between SECTION B B = ~ y ~ Z W ~ N `0 ut Drivewa C back of curb and driveway. Abo Y~ 2. Concrete In curbs shall be 3000. si p, i0 .psi,Restraining Joint (TypJExist Water Main ~ ~ with SECTf ON C-C Connecting Piece w/integrally ~ I a Q ~ cast Mech, Joint Gland on iu Wearing fiber r7esh reinforcing, Face of ~ one End-D,L Rotatable Mech z ~ ~ a NOTE: Curb Surface Joint Gland on ether End Z 'R, FLORIDA CITY OF CLEARWATER, FLORIDA w w CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ~ PUBLIC WORKS ADMINISTRATION IINISTRATION PUBLIC WORKS ADMINISTRATION Subject to City Engineer s approval. ENGINEERING T R A N S I T I D N A T DRIVES ENGINEERING 3 AWN Y To be used only in unique situations. ~ ~ ~ CONCRETE SWALE ~ 92 ~luvc B zi91 BUG ENGINEERING ~ ~ _ DALE NGTES~ REDRAWN BY TYPICAL HYDRANT DAn: a a ~ DETAIL INOEx No. c~acED BY TYPICAL CURB CROSS INOEx ~ GfCKED BY 1 4/A/02 Rev. Notes R.G. W,us, SECTIONS lDl CROSS 2/91 " B.V.D. 05/19/93 iND1oDd Na 1. All .Fire Hydrants t0 have 5 1/4 Valve Slat, 1 9/04 Revised Note G.L.B. CHEp(ED BY SETTING RmEx No. DESIGNED BY TYPE I CURB REV DATE DESdRP710N APP. DESIGNED BY 2, See Index. # 407 for Jack & Bore Details DES~NEDBY APPiNG SLEEVE & VALV 402 N ni DD ro ro } AEV. DATE DESCRIP7IGN APP. M.G.B. 1 OF 1 C.M.H. 1 OF 1 OF 2 REV. DALE DESanPnaN APP. BY CITY 4 OF 4 Y Y o 0 o m E 0 ~ N W 0 ~ hF-~W W 9 ~/8" ~ W W W ~ ~ ~ ~ ~ ~ ~ 0 0 0 ~ ~ Z N Cleanout Plug ~ ° ° ~ ~ M O ~~~oo ~ ~ ~ U U U i O~ N1 r\ Z ~ , . W W W ~ D! aaaWW W Q as 0 10 5/8" ~ ~ Concrete Pad 4" Thick x 1'-6" Sq, 9 7/8" V tp O mmr.nn 00000 W DD N ~stn°~ 6" or 8"- 1/8 Ben~? • ~ ~ " ° a ~ N 0 0 0 ~ •O .1.. Plug M ~ N M d' m Z (See Note) ~ W ~ - N - 0 Z C L t v ,ti~11~~IFi11 o m m ri ':4~~ c 0 Sewer Maln 1:~.~:~8~~=.~n„-v„ ••"ily~ m c 0 ~ ~~m . O v c v C~EA~IDUT DETAIL 9 f~ , x~ , . ~"~~~~~'~z a ~ ' u r N.T.S. ~ ; `~s ~ ~ U N m NOTES Cleanout lug t ~ ~ L ~ ~ N T ~ r~" ~ ~ ~ ~ m~ L or e ua ~I~ C)~(I~iCOI) aERViCEB u m PROJECT#: 528-08 ~ "-"'trITY"©F'CEE'ARW'A'T IDA ~ 3 ENGINEERING DEPARTMENT OROINALDATE: 10.27.06 REDR~VN BY STANDARD in~ as CHECKEC BY: KEZ i CHECKKM BY CLEAN OUT ~ noc Na n W.J.S. (Sanitary) 304 DRAWN BY: HAZ APPROVED BY 9 REV. PATE PESCRIPTM APP. T.C.J. 1 Of 1 SHEET NO. ~ E Z ~ ~ ISSUED FOR CONSTRUCTION 8 OF 1 z r ~ ; v o ISSUE DATE: 03.19.2007 m ~ o CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING KEITH ZAYAC ~ ASSOCIATES, INC. (727) 793-9888 6" U.D. 6" U.D. 701 ENTERPRISE ROAD E, STE 404 R/W _ Finish grade to 12" 24" 4'=4" 3'-4" SAFETY HARBOR, FL 34695 4,_4" allow 0.4' rein,, 1.0' rlax, fall fror~ property line to , I I WWW.KEITHZAYAC.COM ac o cur ~ I ao Outfall Pipe ~ ~ EB 9351 - LC 2600212 f" 2-1 /4' 15" Minimum cD ® M Minir~url 36" Behind Back Gf Curb Aluminum Skimmer 2-1 /4" Dr Edge of Paver~e - a"i " 3'-D" _ 36 sidewalk ~ weir o 0 0 '-a" ~ ~ N ~ 4~ 1 C Tn m a) ~ N N m m ~ ra i ~ - ~ ~ ! ~ , i3" 8„ e e 8„ TYP E E ~ ~ ~ ~ x ~ cleanou Concrete Pad Q Under Skimmer oa Straight Bars 2" x 3/16" Double-Sweep Tec~~ 30"-36" or as Reticuline Bars 1-1/4" x.3/16" Directed b Design High. PLAN VIEW Bands 1-1/2" x 1/4" Y Water Level 5-3/4" the City 4'-4" ~ _45-3/4'\ Eye Bolts Per Approx. Weight 215 Lbs. ~I 5-3/4" Top of Bank 3'-0" _0 FOOT Index 201 Grate Elev.= 73.50 ~ o ~ Steel ~ - CITY AWNED H~MEDWNER AWNED ~ ~ 2„ ~ ~ NNTES ~ 1, Fasten sklrorner with 4 stainless . _ o o Grate AND AND MAINTAINED 1 steel bolts w/ lead anchors MAINTAINED ~ _ 2" CI. / Weir Elev.- 72.25 2. Seal all edges of sklrorler at contact points with structure with ~ ~ \ \ \ \ °f - o o Aluminum Skimmer Elev.- 72.OD waterproof caulking or approved equal \ ervice Lateral = iD _ j/\// 6 S ~ ~ ~ Pond Bottom Elev.= 71.50 . N Main ANYVARIANCE MUST HAVE WRITTEN APPROVAL' ~F THE CITY SECTION ENGINEER, 8" ' #4 Bars 6" Outfall Pipe 3ars 6" U.D. 15" Minimum INV.= 69.30 W CITY OF CLEARWATER FLORIDA Conc. Pad ®12" Ctrs. " Ctrs. CITY OF CLEARWATER, FLORIDA PUBLIC~WORKS ADMINISTRATION 4" Min. Install 6" Min.' Min.)' PUBLIC WORKS ADMINISTRATION ENGINEERING ~ 2 a o4 Revised Per UfANta REDRAwr BY STREET LATERAL. °A~ Gravel Bedding ENGINEERING ling REDRAWN sY STORM SEWER °A~ / D,Kin 10/17/02 7 03 cove C.a. Into R BY DETAIL iNDOC Na CR OSS-SECTION ~ ~ Novo 6/00 ~ Q 0 / /w' 305 / ~ / ~ DECR~naN APP. DESIGNFDSY 1 ~ FOOT TYPE E INLET Modified ~ REV. DA Qi /os/som Aae.d setae Ao, CHE~ BY OUTFACE CONTROL ~N~S°, ~ ~ DESIGNED BY STRUCTURE REV. DACE DESCRIPnoN ~P• A.C. W/ UNDER DRAIN 1 or l Q ~ ~ REV. DATE 3 l R.S.F. i ' NOTES: CONCRETE CONCRETE MASONRY WALL CONSTRUCTION ~ Q w ~ F--I 1.) WALLS Materials, Mate 'a s cords ce i-`i n I ,construction and quantity control of masonry shall be In ac n r , with Uniform Building Code (UBC), Chapter 24. General conditions and ~ ~ a W a.) New construction:. maximum 6~-0' high and .constructed with Unifc of concrete block (6"x8"x16"): Materials used should be constructi construction requirements shall be applied as specified in UBC, Section 2404 (f), ~ ~ ~ ~ Q consistent with those used in the construction of and during gn architectural style of the principal building. (Section 3-802 1. All rein during grouted masonry work. i-~-I m Materials) Grade 60. 1. All reinforcing steel shall be deformed bars conforming to ASTM A-615, W W I-y Grade 60. Vertical reinforcement shall be placed in the center of the ~ m masonry ~ b.) Existing: maxi~ium 6'=0' high replacement materials can masonry cell, and shall be held in position at the top and bottom. i-~I ~y be made of the same materials as long as they are made of 2. If a sh 2. If a slab dowel does not line-up with a vertical core, it shall not be sloped ~ E-I wr, 4'-8" approved opaque material more that Tie bears with more than one horizontal in six verticals (1:6). ~ ~ ~rI Ww, 2. FOOTINGS 1-#5 rebar 3, Horizor 3, Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or ~ ~ ~~4 " 16" concrete w 2- continuous e , , 8 x r bar imbedded. • continuous / ~ equwalent equivalent) at 16' o.c.. ~ ~ ry w 12' swan gate 3.) CONCRETE SLAB clearance Min, (t 9 Monolithic, min. 6" thickness w imbedded 6"x6" 10x10 welded 4• Hollow 4. Hollow Load-bearing Concrete Masonry Units shall be normal weight ~-I r k 6' dia, Steel YP / / conformin wire fabric (W.W.F.), 3000 P.S.I. with fiber mesh reinforcing. PSI. conforming to ASTM C-90, with a minimum compressive strength of 1,900 ~ Z W lJ PSI. • bollards ' conc. Filled (t d 4. CONCRETE FILLED CELLS YP ) 5. Mortar ~ U 5. Mortar shall be type M or S, in accordance with ASTM C-270. Place all. ai I Q Q ~ r_ ~ - W(th 1 vertical rebar tied to footer steel at sac \ h comer and 10 -8 1-#5 at 4 ~ masonry I masonry in running bond with 3/8" mortar joints. Provide complete coverage g U u ~ every 4' O.C. face shell o v L 6' drop center face shell mortar bedding, horizontal and vertical z ~ 0 ~ ~ Q ~ 4 o a pin 5.) GATES 6. Coarse 6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size U U Z ` ° u' (tYP~) Constructed of min, 1-1/2" diameter galvanized tubular steel of 3/8", 48" ~ rn 12• Gr ode w/privacy-type slats inserted in galvanized steel mesh fabric, 28 days, of 3/8", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at W, ~ 28 days, ~ ~ _ Max clearance Min. hinge-mounted an min. 3" diameter galvanized steel post. a a rn 7. Minimum 3" X 3" clean-out holes (saw-cut) are required at the bottom course 00 14 (Gates and post constructed and installed per applicable building 7. Minimu code by licensed fence contractor), of all cell 6„ masonry I of all cells to verify grout placement. Clean-outs shall be sealed after ~ swing gate g" 6, DROP PIN grouting, masonry inspection-provided in accordance with ACI 531-4.6, and before N N m m m grouting. ? ? ? m 4' (t 3000 psJ, concrete slab ) YY-,~ ~ 8. Prior to grouting, the grout space shall be clean, with no mortar projections i YP with fiber Mesh reinforcing 1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole 8, Prior t Min. 8 x 16 concrete 6 Into concrete for rods. In asphalt provide a 3/4 P.V.C. -monolithic, min 6 greater tf greater the '/z", martar droppings ar other foreign material. All cells shall be in footing sleeve, 6" long, or equal. vertical of F t / x0 hickness, 6x6 10 1 w/ 2- #5 rebar (typJ vertical alignment, and shall solidly be filled with coarse grout as specified. W'W'F' 7.) SOIL 9, Durin 6 0 g 9. During placing, grout shall be consolidated with flexible cable vibrator. First ? w w ~ ~ PLAN ~ soil bearing capacity to be at least 2,500 P.S.F, grout you I drop pin middle be grout pour shall be stopped a minimum of 1 - 1/2" below the top of the g g g ' middle bond beam masonry. 0 0 0 0 0 Z N.T.S. hole (t ELEVATION 6.) BOLLARD ~ YP $ 3 -6 high, 6" diometer steel pipe bollard filled with concrete, U U U ~ ~ ~ N N.T.S. painted traffic yellow, Imbedded 3'-0" deep In 18" concrete. ri foundation. (See DetaiQ 0 U U U 0 0 ~ ~ ~ ~ U U U rn a' adaWw ~ CITY OF CLEARWATER, FLORIDA CITY OF CLEARWATER, FLORIDA ~ ~ ~ a a PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATION ~ ~ ~ ~ ~ ENGINEERING z e/re/o4 ReY. Notes B.V.D. DRAEWial BY 8~~ 2 oa/~, ENGINEERING 2 08/16/04 Rev. None 9.V.D. °RAEMRA! BY 6~0~1 CHEa(ED BY DUMPSTER ENCLOSURE INDEX N0. 'D 1 4/9/02 Rav. Note R.a D.~. SINGLE ~ r 4/s ~ 4/s/o2 Rev. Notae R.G. alEa® eY DUMPSTER ENCLOSURE INDEx N0. t0 m n n r. O REV. DATE DECRP110N APP. DEIGNED BY 1 ~ J REV. DA DESIGNED BY NOTES 701 0 o a o o U1 REV. DAZE DESCRIP710N APP. T.a 3 Cf 3 ~ d n N O ~ ~ T.a N N O O O t7 v Q.' ~ N M d' 3 m ~N/ Z I C v LL LLJ ~ V/ ~ O Z VJ c 0 "J m r v O ci ~ 1, ai m '~ti~ t~~ht~f~~'~+, ' ~ c 0 b' e i i~*;eee~l~eF~w ~ W ,ee"e~~~l~~~d~O,Z C O i r , i Y" i.~ ~ o i m i O 'O C O . ~'N_ ~ N t U d m t 1~ }z ~ N L ~~t~~„ ~f!!~t , ~ 1 ~ m ~ e v m PROJECT 528-06 ~ ~p ~ ~ ~ ~ ~ ~ ORGINAL DATE: 10.27.06 ~ 3 NEIGHE:~BH~~OC si=6I11i~~c CHECKED BY: KEZ CITY 0 -LC.-L- E R VU A T E R DRAWN BY: HAZ i n SHEET NO. $ E 0 m _ ~Z ~ c ISSUED FOR CONSTRUCTION 9 OF 11 3 ISSUE DATE: 03.19.2007 0 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING ' SIDEWALK CLOSE AHEAD LEGEND CROSS HERE WORK AREA 0 q f°~ SIGN WITH 18"x18" (MIN.} y v ORANGE FLAG AND TYPE B LIGHT q KEITH ZAYAC & N R TYPE l OR .TYPE II BARRICADE OR VERTICAL ASSOCIATE S 0 PANEL OR DRUM (WITH FLASHING LIGHT AT ~ NIGHT ONLY) INC. 0 CHANNELIZING DEVICE ~ ~ 2 7~ X 9 3- 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 WORK ZONE SIGN SAFETY HARBOR, FL 34695 1 y END ADVANCE WARNING ARROW PANEL WWW.KEITHZAYAC.COM ROAD WORK i EB 9351 - LC 2600212 g C~ q~q~~ e ~ ~ J w W ~ ~ . ~ ~ U W J ~ ~ m Q O W ~ . ~ I-i F~ m ~ D ~ N i m m m ® EE] p ~ ~ Q~/~ m aI d m m 0 w a m o oc . m o ~ oc W r m I m ~ Q~ w V ~ J m y ~ ~ ~ W W ~ M m W ~ ~ ~ ~ ~ N_ o ~ V W I Y ~ m J W TT ~ H ~.J ~ ^ Q O L W W m N~ O ~ N v, ~ i SIDEWALK CLOSE ~ ~ W w ~ W m I AHEAD CD I CROSS HERE V Ud W r~ ~ ~ x~ ~a Ci7 I CD I ~ ~ ~ ~ j ~ p~ W m i I ~ . ~ Z ~ W ~ _ r-, o ~l ~ _ _ ~ I U ~ U ~ w Z~ ° ~ a U U Z - 0 O - - - - - - - - - - - - - - DREW TR - - - - - - - - - - - - - - S EET C.R. 528 ~ ~ _ ~ ~ ~ a a rn 100' RIW Y Y~ O ~ m N N E - v d W W ~ - ~~~e: ~ n U U U ~ ~ 0 N M' O ~ U U p p ~ ~~tYUU U 7 a NOTE: aaaWw N ~~~aa ~ 8 1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A m MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR UNPAVED ~ ~ ~ ~ PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE TOUGH THE WORK ZONE FOR THE DURATION OF THE CONSTRUCTION 9 PROJECT. IF THE PATHWAY LIES ALONG A DESIGNAI A DESIGNATED SCHOOL-WALKING ROUTE THEN THE CONTRACTOR ~ ~ ~ 00000 w MUST PROVIDE ADEQUATE SUPERVISION AND OR GU AND/OR GUIDANCE TO THE SCHOOL AGED STUDENTS AS .THEY TRAVERSE o ~ ~ N o ~ N ~ P 00 Q THROUGH THE WORK ZONE. O O O m 2. LANE CLOSURES ALONG DREW STREET & BELCHER F BELCHER ROAD SHALL NOT OCCUR DURING .THE PEAK HOUR PERIODS OF ~ N a o CD SIDEWALK CLOSE AHEAD 7T09AMAND4T06PM. z o ~a ~ m CROSS HERE rYw>-N-.Ozcn 0 3. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE ~CORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION'S d m ~ "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" r _ DEVICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S ,~1111111j~~, 1i m "ROADWAY .AND TRAFFIC DESIGN STANDARDS" INDEX . ~RDS" INDEXES 600 THROUGH 665 (LAST EDITIONS) +`4 ~~(~,a^~;~~, ; dj . ~ I,r~ ~W ;,,F o . ;p" ~ ,~o ~ ~ ,,z N I 1 j~M ^ r' ~~L eR ~ $ C O ' ' U l . Om 3 ~ '~Y ' ~T, l~ ~ ~sp3a~ D C g O d ~ RIGHT LANE ' m CLOSED ;~,.,~'`l.._:... 111111E ~ } Z y~ g AHEAD U N A r q m ~ m AUK ° PROJECT#: 526-06 ~ ~6 qJ d o` ROAD p ~ @4 ~ ~ ~p~ ~ ~ ~ ~ ORGINAL DATE: 16.27A6 g „M,er,q~d:gf}~~~~'Si~~ ~~~~I~~e~Y CHECKED BY: KEZ WORK BF9G§%a41w•• i AHEAD _ i CITY OF C I E A P DRAWN BY: HAZ c y N SHEET NO. E 0 ISSUED FOR CONSTRUCTION 10 OF 11 3 ISSUE DATE: 03.19.2007 ~o - ~ CIVIL ENGINEERING ~ . LANDSCAPE ARCHITECTURE PLANNING LEGEND - WORK AREA III SIGN WITH 18"x18" (MIN.) ORANGE FLAG AND TYPE B LIGHT KEITH ZAYAC & TYPE I OR TYPE II BARRICADE OR VERTICAL PANEL OR DRUM (WITH FLASHING LIGHT AT ASSOCIATES ~ NIGHT ONLY) INC. CHANNELIZING DEVICE 7 2 7 9 3- 9 8 8 8 701 ENTERPRISE ROAD E, STE 404 WORK ZONE SIGN SAFETY HARBOR, FL 34695 9 ADVANCE WARNING ARROW PANEL WWW.KEITHZAYAC.COM EB 9351 LC 2600212 e ~ ` e `~1 ® ~ ~9 FF~~ .O.ww Y/ . ~1®®~ J O I~ . ® W ~ _ ® ~ ~ ~ V J ~ ~ W w o m SIDEWALK CLOSE o ~ AHEAD J ~ v w ~ CROSS HERE i RIGHT LANE WORD IDEWALK CLOSED W END ROAD WORK ~ ~ i CLOSED AHEAD ' r , I AHEAD AHEAD CROS~ERE ~ W w w o ~ ~ ~ ~ O V ~ QN ~ w 540' 350' 350' 350' ~ W 500' I Q ~ I ~ ~ ~ ~ f ' ' ~ ~ W ~ E-' x~ ~ ~ ~ ~ - _ _ ( _ B 8~ C~ a B 8 ~ 8 8 ~ B ~ ~ pwq ~ ~ ~ ~ BB 88 d - ~ 8 8 ~~.~1..~-- ~ ~1 ~ _ DREW STREET C.R. 528 i a ~ ~ ~ ~ z~ ~ ~ ~ ~ ~ , 100' WW ~ o~ ~ ~ 0 0 1w-1 ~ w Z - - - - - - - - - - - - - - Q - U U Z ~ ~ _ a a rn Y Y ~ ? O m fi 0 r_ U1 fA o_ Z Z Z W W W W W ~ ~ ~ ~ ~ ~ ~ 0 ~I 0 ~ 0 ~ ~ Z ~oU~~ O N F M O U U p p ~ ~ n a ~ 0' 0: U U U NOTE: aaaww N as W • 1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A MAINTAIN A SAFE AND EASILY ACCESSIBLE PAVED OR UNPAVED ~ ~ IDEwALK CLOSED PATHWAY FOR PEDESTRIAN TRAFFIC THROUGH THE ROUGH THE WORK ZONE FOR THE DURATION OF THE CONSTRUCTION. AHEAD PROJECT. IF THE PATHWAY LIES ALONG A DESIGNA o A DESIGNATED SCHOOL-WALKING ROUTE THEN THE CONTRACTOR ~ o ~ 00000 N CROSS HERE MUST PROVIDE ADEQUATE SUPERVISION AND OR Gl AND~OR GUIDANCE TO THE SCHOOL AGED STUDENTS AS THEY TRAVERSE ~ ~ o ~ Q O N O _ THROUGH THE WORK ZONE. .o N ~t7 n a0 0 O O O 2. LANE I,LOSURES ALONG DREW STREET & BELCHER I ;c BELCHER ROAD SHALL NOT OCCUR- DURING THE PEAK HOUR PERIODS. OF N M d' I11 Z ~ 7TO9AMAND4TO 6 PM. o W'-N:-OZ VJ 3. SIGNS AND BARRICADES SHALL BE IN ACCO.RDANC E CCO.RDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION'S 4 I r MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES U ~~r1111111t111dt! 0 iL DEVICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S m "ROADWAY AND TRAFFIC DESIGN STANDARDS" INDE. . , ARDS" INDEXES 600 THROUGH 665 (LAST EDITIONS) ` >>,d!!~ ~ . ~ , r~ ; 0 N - ~ C U v ~p~y ` WVwJ S ~ ~ ~Z~ 1L 7- „ 3 a~ D c ~ t`~ ~i O ~tl ' ~ L'' y' ,a,w € 0 00 Ii'~P ~1'I~~1 IY1! ifCr~; I{~~Y~1 C~n`1~ ~ ~ r a~~ ~ ~ w W LIU l5 CI U ~ L~ I ^"J ~~.I~~ ~ f, ~ UIJ l:J ~ ~ J,~~ ti u~i ~ v L j U Q1 W t U ~~-~..,=w~~ ~:w... m ~ W 0] Q a AUG ~ " PROJECT 526-06 . ~ ~~s~ ~ ORGINAL DATE: 10.27.06 0 CDE°~~I.}~~E~IT & ~ k1Y~lACaRSra.r,a~r.a-<n r+r-n~s~~na-n (:HF(:KF~RY~ KF7 i n i _ CITY OF C ~ru a~.aimav~~ ~ L E A R W AT E R DRAWN BY: H47 m C SHEET NO. $ E v Z y z° c ISSUED FOR CONSTRUCTION 11 OF 11 ~ v o ISSUE DATE: 03.19.2007 y t I 1 GENERAL NOTES. CONTRACTORS SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN 1. THE EVENT OF OMISSION OF NECESSARY DIMENSIONS THE CONTRACTORS SHALL NOTIFY THE ARCHITECT, AND THE 7-ELEVEN CONSTRUCTION MANAGER. 2. VERIFY ALL DDMENSIONS, CONDITIONS, AND GRADES AT JOB SITE PRIOR TO E~EVEn COMMENCING WORK. 3. VERIFY SIZE, LOCATION, AND CHARACTERISTICS, OF ALL WORK AND EQUIPMENT TO BE FUftMSHED BY OWNER OR OTHERS, WITIi THE MANUFACTURER OR SUPPLIER BEFORE 3 ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN. A4.0 CITYPIACEvCENTERNEAST 4. VERIFY SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL EQUIPMENT AND WORK WITH CONTRACTORS INVOLVED. 2711 N. HASKELL DALLAS,TX 75204 5. ERRORS AND OR OMISSIONS IN ROOM, DOOR AND WINDOW SCHEDULES DO NOT RELIEVE / 80'-8" THE CONTRACTOR FROM EXECUTING WORK SHOWN ON DRAWINGS OR DESCRIBED IN SPECIFICATIONS. n. rte, 8. ALL DDdENSIONS ON PLANS UNLESS OTHERWISE NOTED ARE TO FACE OF GYF d BOARD TO FACE OF GYPSUM BOARD AND FROM FACE OF INTERIOR FINISH SDnr'ACE TO 3'_D" 8'_4" 0 o coma' FACE OF EXTERIOR FIIVISH SURFACE. N ~0 QrON f0 `O a0 O r a'ao ~N~Q. ~ 7. NO EXPOSED CONDUIT PIPE/ETC. ON INSIDE OR OUTSIDE OF STORE EXCEPT IN / WALL HUNG FREE CUP DL4PENS O ,Q LLc~~Q FREE CUP DL4PEN3ER ° U Q d' N ` ELECTRICAL ROOM #110. W/ SIGN DIItECflciG TO WATER ~PC'ITNG TO RATER ® C ~ c C 8. 2" ADZ SPACE BETIPEEN COOLER EXTERIOR WALL AND EXTERIOR WALL OF BUII,DING, OR POST t~ TELEPHONE u'~00 ANY EQUIPMENT TOUCHING COOLER. WALKIN COOLER SUPPLIED. BY 7-ELEVEN, INC, BACK BOARD ~ 3 3 1 ~ 2 9 °¢LL=x ~r 2 , 1 2 Q~aLL INSTALLED BY HUSSMAN, Wo RA G 4A-60BC. SURFACE. MOUNTED ON WAIZ 9. FIRE EXTINGUISHER: iD# ABC WITH UL TIN IRRIGATION °D : J ~ _ _ ~ c WffH MANUFACTURERS ALL STEEL WALL BRACKET. JL INDUSTRIES INC. OR APPROVED . CONTROLS 2/E1.0 ' 11'-4" , N CTRI ° ° ° ° EQUAL WITH INSPECTION TAG AS REQUDZED BY LOCAL CODES. - , , . _ 0 0 0 0 0 ~ ~Q _ ~ ~ (WHEN USED)- o 106 _ r,, 0 10. CONTRACTOR TO INSTALL 4 s 8 FDZE RETARDANT PLYPIOOD FOR PHONE AND ~ ~ ¢ ELECTRICAL BACK BOARDS. m i ill ~ il. CONTRACTOR TO PROVIDE AND INSTALL IVES #405 (OR APPROVED EQUAL) COAT HOOKS w FOR EMPLOYEES. INSTALL 2 IN OFFICE AND 3 IN BACKROOM. LOCATION TO BE - PosT r~ DETERMINED BY CONSTRUCTION MANAGER. ~n 3 ~ Z Z P09T bH% ® OPEN AIR 1 21P1.2 CASES 3/A5.0 aHCROx~vE 5 Q 7 1 ~ w ~ 5 10 ° BEVERAGE BAR ~ ® .J w ~ ~ ~ ~ 2 BARREL 1- c F 1-6 SLURPEE C c~~~ 4~-. ~r r.31P1.2 TRANS. TRIPLE/ U c p n ~ 3 15/A7.D u ~ W C V o g ~ 7 _ ~w " '-93" 9 .0 WALL TYPES: a o 3 00 ~ ®00 sN4 7 ~ U~ w o o z oQ ~ Qw? ~ WT1 EXTERIOR WALL 8" s a" g 16" YV'I' INTERIOR FURRING. W 3 5 S" METAL ~ / / 3LURPEE 0 0 ~ NOMINAL SPLIT FACED CMU BLOCK. STUDS AT 16" O.C. W/ 1/2" GYP. BD. 00 ® ®oo . , 1 1 2" RIGID INSULATION ABOVE 6 ~ / (W.R. GYPSUM BOARD IN WET AREAS). CEII,IIZG. NO RIGID INSULATION IN FULL GATT INSULATION R-13 . TOP ~ 2 N3 x TRANS. STRIP 6 A7.0 8'-11~" ( ) / TOTE & ELECTRICAL ROOMS, PLATE iD'-1" ~ 10'-1" 2'-B" COFFEE ISLAND 31A8.0 0 5 ~ CO R Wq'3 INTERIOR PARTITONS, FURRING OR 1fT INTERIOR WALL 3-5/8" 20 ga MTL. STUDS ® ~ _ 8 CONDD~M ~ ° GU ~ CONDD.42f'1'3 i i. CLG FURRDOWNS W i-1 2" MTL. 16" O.C. W 3 4" PLY WD ON EXT. FACE OVER 7 SN2 4'- " 8'-118" ~ in / / / / ~ b FURRING ~ 18" O.C. W 1 2" GYP. LA R 2" E ' ' YP BD. INTERIOR SIDE o 91A5.0 F.E. / / YE 1/ TYP X G 12 DR AULT HD. (W.R. GYP. BD. IN WET AREAS). IS 1 LAYER 1/2" TYPE 'X' GYP. BD. FULL BATT ~a 1-1/2" RIGID INSULATION (R-8.5). INSULATION (R-13). FRAME TO ROOF DECK. W/ cHa~/ 10 CHEESE i"1. TOP g 10'-1" TYPE 'X' GYP BD WALL FINISH.. 3 '_8.=ate WT TRASH ~ FAST FOOD NACSO 5,- 4 ~~j ~ o " " `0 " M REP N WT TYPICAL INTERIOR PARTITIONS OR WT INTERIOR PARTITION W/ 8 METAL STUDS ®18 N P ARATIO ~N ~w~ A4.0 F-I Q+ ~ CEH~IG FURRDOWNS, 3 5/8"- 25 O.C. W 1 2" GYPSUM BOARD. W.R. GYPSUM IA. CL ° 8 „ ( o / ) ° ga METAL STUDS AT 16 O.C. W BOARD IN WET AREAS .TOP PLATE 10'-1" 8 m ~~.1 H v, ~ HOT SECURITY CASE . a ~A ~ CAMERA ABOVE m - o PRE FAB AULT o 1/2 GYPSUM BOARD; (W.R. GYPSUM 2 4 ~ ~ ~ PROVIDED ~ BOARD IN WET AREAS. TOP PLATE ~ ~ ) A4.0 3 RACx ~ 7-E ,INC. ~ O i WATER HTR. _ ' REF. SHT. P2 P2 WT PRE-FAB COOLER WALL OR ~ - C02 EXT. WATER FREEZER - - - _ _ _ j4 3._ . , ~n PURIFICATION, c~ SECURITY ~ ~ o ON RACE MONITOR. - - p FILL BOX._®" _ _ " ~ ~ SYSTEM 72 A.F.F. 11'-10"' S'-6" TRASH T-~" 5'- 10'-72" 2" I 1 HOT NO 102 A ~ o SN4 HOLD CASE SALES VERIFY V ULT ~ o c 101 m DDdENSIO S ~P/ TRANS. STRII' HUSS DWGS. 8 7.0 ° MISCELLANEOUS- WALL .TYPE NOTES: ~ ~ FORD RENCES, ~ VCT C. M A. WOOD STUDS ARE AN EQUAL SUBSTITUTE B. CONTRACTOR SHALL ALLOW FOR DRYWALL 3 ~ NOTIFY C NST. I Q FOR METAL STUDS OF THE SAME SIZE. .CORNER BEADS AND FRP PANELS~OR ~ TRASH 7 ~ MANAGER. BEAR LAKE & E. SR 436 USE TABLE 2306.1 FROM THE FBC FOR PROPER FINISHED DIMENSIONS R' 'IRED ~ F.E. `c- APOPKA, FL NAILING SIZE & NUMBER. AT CRTITCAL DDMENSIONS TO INSTeI~L - REC1s°rE11 a $z SEMINOLE CO. EQUII'MENT. C. REFER TO SECTIONS AND DETAIIS FOR D. ALL WOOD FRAMING AND BLOCKING. 4'-1 3" INSULATION THICKNESS AND 'R' RATINGS. SHALL BE NON-COM TREATED LUMBER. D 7' 8" ~ PO ~ OF ~T ~ 2Q05A KEY NOTES: S 12s12 ~ 5" 8 -4a ° E FLOOR TILE 8 PATTERN. 5 -14 i PRECHARGED LINES IN WALL FOR REFRIGERATION ROUTED TO MCCU UNIT ON ROOF SroRAGE FOR OPEN AIR CASES, VAULT COOLER, VAULT FREEZER, VAULT ICE STORAGE & ~ LANCER ICE MAKER. REFER TO SHEET P1.2 FOR PIPE ELEVATIONS. Io' •T• QG 2 4 DISPLAY Q LGTrG a 4 DISPLAY PHU o D19PIAY 71A7.1 ~ 2 HUB DRAIN FOR DRAINS OF ROOF TOP UNITS, VAULT COOLER, ETC. 51A5.0 11A5.0 x 3 PURIFIED WATER AND SYRUP LINES WI[d, BE ROUTED OVERHEAD. LoTTo RE ® c 7 n ~ ~ o TIDEL ~ ~ CUSTOMER '~T CDC TOTE ° 4 PURIFIED WATER LINE, UNDER FLOOR, TO COFFEE ISLAND. -REFER TO P2.0 ,n ~ .OFFICE ~ MO ORDER ~ SERVICES ~ 105 Q 3 '.107 ~ cc ? 5 FLOOR SINK FOR INDDZECT DRAINS. D r• MO ORDER Rp 3'-11" c PROVIDE FULL HT. 90° MARLTTE M-981 PVC CORNER GUARDS AT ALL 8 ( ~ ) 1 A OUTSIDE CORNERS. PVC CORNER GUARDS TO BE 1 1 2" X 1 1 2" X 120". / / COLOR: P-140 IVORY W x 3 3 5 EQ. EQ. EQ. N3 EQ. EQ. EQ. EQ. 7 PROVIDED AND INSTALLED BY HUSSMANN, FULL HT. ST. STL. CORNER 1 o i a GUARDS (MARLTTE #F580SS) AROUND VAULT ENTRANCE DOOR- STORE SIDE. ST. STL. CORNER GUARDS TO BE 1 1/2" X 1 1/2" X LENGTHS AS REQ'D. ~ " c0 0 - - NOTE: "FOR-"CORPORATE RATES AND''DRDERING 'INFORMATION, 'CONTACT: 5 9 z 0 _ ~ ~ MARLITE CUSTOMER SERVICE 972.680.8443 1 5 13'-4" A7.0 A7.0 A7.0 TRASH CANS 34'-0" A7.0 LINE OF SOFFIT ABOVE 13'-4" ~ 8 NOTE: ALL IlVTIItIOR DOORS AT 8" FROM PARTITION WALL UNLESS OTHERWISE DDJENSIONID. yt , g COORDINATE PD?ING FROM ROOF TO HUB DRAIN. 80'-B" 3364D i STORE NO SIGNAGE: 1 ~ SNl MEN S TOD~ET A4.0 n ~ CK'D BY I , SN2 WOMEN S TOILET APPROVED BY rea- 5/ /OB 5N3 DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS DRAWN BY SN4 EMPLOYEES ONLY i FLOOR PLAN ~,0 SC: 1/4"=1'-0" 2006.0151 JOB # NOTE: ~ REFER TO FE-1 & FE-2 DWGS FOR E UIP. Q i T ?VATT~II SHEET N6. LH1VV1 II ~,I A2.0 OF 13 SHEETS t: I J - _ _ ¦ ¦ ¦ v ¦ ~ s ¦ LOAD aATA GENERAL NOTE INT[I~hL~N 'FOR LESSOR LOCATIONS ONLY' E.P.A. RATINGS FOR LIGHT FIXTURES. FIXTURES. 1. LIGHT FIXTURES MUST BE n ARCHITECTURE SINGLE HEAD RATING IS 2.1 E.P.A. DOUBLE HEAD 90' RATING IS 3.4 E.P.A. E.P.A. PURCHASED BY FLORIDA _ NOTE. S 3.4 E.P.A. L.S.I. REPRESENTATIVE INTERIOR DESING LunlncJre Schedule Prn e~t~ Au Pro eats DOUBLE HEAD 180° RATING IS 4.2 E.P.A. IS 4.2 E.P.A. THIS PHOTOMETRIC PLAN DOES NOT COMPENSATE GN S nbol Qt Label Arrnn enent Lunens LLF Descrl tlon TRIPLE HEAD 90' RATING IS 5.6 E.P.A. I 3 CASC SINGLE 5200 0.720 BLDG LGT 5.6 E.P.A. CONTACT:. DANA CONNELLY FOR SHIELDED FIXTURES. LEVELS WILL BE LOWER PROJECT MANAGEMENT € 17 320E SINGLE 32000 0,720 FL POLE LGT QUAD HEAD 90' RATING IS 6.9 E.P.A. 1 24 320C SINGLE 32000 0.720 FL CAN LGT 6.9 E.P.A. ADDRESS: 1000 ALLIANCE RD. SURROUNDING LIGHT FIXTURE SIDES WITH SHIELDS. ~ L.S.I. POLE CAT. ~5SQ60-S07G-18 IS F ~07G-18 IS RATED: CINCINNATI, OH 45242 AA 004320 I 15.5 E.P.A. FOR 100 M.P.H. WIND LOAD I. WIND LOAD PHONE: (800) 436-7800 x3360 CA 8660 ~ 12.75 E.P.A. FOR 110 M.P.H. WIND LOAC ~ 9.46 E.P.A. FOR 120 M.P.H. WIND LOAD H. WIND LOAD FAX: (800) 373-9887 I Nunerlc Sunnar ~ r~ ecti Al4 Pro ects I. WIND LOAD - - 2. CONCRETE LIGHT POLE BASE TO i Lnhel a c e iSttS .Mox/ RECEIVE A SMOOTH "SKIMCOAT" I ~6nfcRt . ~ Illunlnnrxe Fc 6,23 79.0 0,0 0,00 0.0D 6 ~ : I ' , TO THE SURFACE. 933 LEE ROAD, FIRST FLOOR s~ Rrw EXISTING 2" W.s. ORLANDO, FLORIDA 32810 I ~ ` i PH 407.645.5008 • FX 407.529.9124 ~ 0. 010 010 010 010 010 010 010 010 010 010 010 010 010 010 010 010 ~ I FIXTURE TYPE "SLA" 1 G" ' SEE SCHEDULE SEAL: £ 5 CONCRETE I SIDEWALK TYP. 10. 0.1 •,~01 0,1 0.1 0, 0,1 0.1 0,1 0.1 0.1 0,0 0.0 0.1 0,1 0,0 0,0 G,0 DESCRIPTION: FIXTURE TYPE, LAMP, WATTS, DIFFUSER 1 ( i~, It+ i,' •~r •'R: A1'~'~"E'•1 ~'4. 'pi't '",'~,''i i'° . I AND MOUNTING AS NOTED ON "LIGHT '.F F s .,k I FIXTURE SCHEDULE". POLE HEIGHT AND 1 FINISH AS NOTED ON "LIGHT FIXTURE 0,1 0.2 ~ ~ 0.5 0~ 0.3 ~ 1 '~3 0.1 0,1 0,0 0,0 SCHEDULE". ~ f I (2) H.C RAMS i in PER FD T INE4( i ~ 0, LZ 1;6 0.7 1,5 ST(~RR4~WATER P1 1.7 0.6 1,4 1,1 ' ~5 O,Z 0,1 0,0 0.0 ~ ~ e CONCRETE DRIVEWRY ~HAL ~ PHONE ~ TEMPORARY BELT E 6" THICK 3000 psi FIBER t ES 4''' FENCE LOGA7ION CONSULTANT: C NCR TE W/ 6°x6" / 10x10 wwm { -.i {TYP.} STRAIGHT SQUARE STEEL ~ 0. 0~7 :;.1 z,1 4,2 5.1 3,3 ---~.4-----5, - --4,3 ; . - ---1;4----- m ---0,3-----0,1-----_ 0;1.----- -0~0 POLE EXISTING 12 W.M. a ~~a ~ SLA I $Lq ~ RIM EL=XX.XX m " I ~ INU. EL= XX.XX i 10,6 w . 5,1 5.5 9~7 8.4 6 ,5 8, 9,Z 4, ~0 0.6 0~2 0.1 0.0 ~ r~ ,4 ~ . ~ ( r ~ DUMPSTER PAD i' N' 9' ~ m;a~"~,,'%~,~:~~~,{;:~x>; & ENCLOSURE RIGHT IN /RIGHT OUT I ? ? n ? ? ? ? ~ ? ? 4 ONCRETE ,~'r ? ? ? ° ACCESS PER FDOT INDEX .4 4't`'r;'i 5.0 s,0 6.4 6,z 4 W TYP. I,7 5,3 6,z x•16( ) ,1 0,7 0,3 O,Z 0,1 # 17346 I • • ; ' tl- i ZONI G: -4 ° { • : ~ • ; N \ CONTRACTOR TO INSTALL HOUSE-SIDE SHIELDS I Y" ON THE EAST SIDE OF THIS LIGHT FIXTURE AT A 11" DIA. BOLT CIRCLE , , • ~ 45 DEGREE ANGLE FACING RESIDENTIAL i 1 ? , • ;;,;in ? ? ? ? ? ? i rn ? ? ? PROPERTY. ? ? 0,8 ~•;,';;°'~;0''~' 12,7 8.7 6,3 5.6 5.Z 5.1 ~ 3.9 410 6,0~~ . • ~8 0.9 0.6 1 , 0,2 0,1 t i ,G: ENTRY IGN -t:'• ' 5' LANDSCAPE rti REVISIONS: ti I ~ AREA ~ I 4" SQ. N0. DATE REMARKS ( 1 G-1,5,13 I ; m k f ENTRY HOLE 2 04-21-06 DRC COMMENTS I0,8 2,z 7;3 0,6 5.8 14.3 1'9.5 8,0 4,4 4, i"; 4 ~ I ~ 1.2 0,8 0~z 0,1 3 05-05-06 OWNER REVISIONS ` wh. . $I,A HAND HOLE 10 1~4" 4 06-16-06 COUNTY/FDEP COMMENTS 7 08-03-06 IP QC BOLT COVER I : I Y~., cD (WITH POLE) POLE BASE PLAN 10,5 1,3 7 .7 9.9 4 .1 1.6 64 ' Z1,2 5,0 ~ ' .t~,,,~°• ~ • ~ ~ I I 4,8 4 ,.,,.r~.".,,P .fFt~~,;~ • ••~~;:~,rr:-;,,; w: • ;"s" ` 0.1 I ~ `~+'nw;D'!i •~`r`':.S`." :.e•. •,~st;::F,ti:a,'!c a1"1 t.r 6. I I I G-913 18 {TYP} Xt GROUND WIRE LUG BOLTED ~ i :R.a ~ i Tom;-LIGHT POLE .0 ; J 9.3 , 4 .Z 4.3 66 9 , 4.1 W?-IE~L STOP • , I 0. _ ~ ~-ANCHOR E30LT FURN. BY . ~ s. _ -.a -PALE MANUFACTURER I a ¦ •k ~ ~ 1 ¦ m ..a a ~ I rx. 1 \ ~ I I SIA•i ~y. •r)' i~Y, a _ ,w.. ~ 1 ¦ M .a . ~ a `0,~ 0,5 .5 ~.3 9.4 ~ .5 75.5 66. ~ 20. 4~8 2,8 8 ° '4„*' 1 ' a . - . I ~ _ ~ SOLINE r,. s ~ ~ ~i i ~ 7 e:' CONVIENC GRADE I E .:~::I 1 ! a ~ ? '.o ? o ~ ? ? ~ ? ? ? ? .;rl STORE a~ i ? 10,1 O~Z ,6 .7 .1.0 , 4 .8 79.0 68 , Z1.7 3.9 1.8 1, t 3,030 SF a 0.6 o = ad. ~a a, , a = _ ~ i I i w I a..",. • , 'a. - - GROUND n. ' .~,•ag . CLAMP n ~ i I 49 8 i t z N0. 8 COPPER ~LEV~11 I 1 in ~~a: I ( I i a 2" PLUG ~ 1 S ? ? ? ? I ? ? ? ` 6" PLUG Awcur & ovE 0,1 .2 EXISTING CONC & ~ .7 10,8 ,4 .3 3.6 64. ; 80,0 4,5 2~0 1. ~"i~ ~ ~ ~ ~ .••.a a4~.-, GND WIRE-1/2" ASPHALT PAVEMENT _ ~ I I ~ RACEWAYS 1 : ~ "1414,, '•~'""h;i' l~" t ri•, • It; `~1' ~u •:a:~`, ~ ~ ~..'s'S`:-~"u'7 •P;,.'rr.x.~r~F'r~`'zii~ir~,'•`a~,:.`N{"µLx:fl"`~' I I I I ~ AS REQ'D. ~ • a"` 5/8" x 10' 6 GROUND ROD ° ,l SLA ° '~t r ° ~0 ? ~ ? a ? ? ? ? 0 a ~ ? X010 011 13,~?,99 11,8 ,1 78.3 68, , 2114 6,8 3. 3. 21 2~6 ~ ,3 3 ~ 0,1 L a'..`~. ~~I POURED CONCRETE BASE 1 s`c~ - 1 1 6" DDCV W BYPASS METER ..a ~ ~ ~ 3,000 P.S.I. MIN. -NATURAL ,a . , a• CONCRETE -BROOM FINISH ~ , ,`•id o}, ; ['~'^~,~;~•t 9' e ~ INSTALLED BY CITY AT APPLICANT'S ? ;:'"'g ? • ~ •,~p~• ~l~c • . I, ? ? ? ? ? ? ? ? 1 EXPENSE PER CITY INDEX 05 b~ a 100 0.1 ,'fi ~ ' • : ~~7.' • , 295°F C7, 12.1 7,1 5,3 4,8 312 { ~z,8 ~l dd . 0,. VERIFY DESIGN ~tp (1) METER & BACKFLOW PREVENTER - . ~ w: ,C~ t'om':"- ~i ' 'N."" ~-r I r, ~ r 1 n . • • i f TA ~,l ~D I • ;1 !~s<<-- - ~ I411i~. N~ , E ~ CITY k ~ APPLE~P.N ~ 2 - #5's VERT. W/ ACCORDING TO LOCAL 8 - 3 TIES AT 11" O.C. SOIL /FOUNDATION . F. ; . c a N 'WIDE CROSSING ~ lFr, 2'-0" REQUIREMENTS I •'o Ic •a1 of ~5 I~ ! ; 1 ,rr „r, 5 ? :A:o~ ?I ~ i:[ , <<i f~I ~ ~ I' ~ ~ ~(1} 6":,~ xa TEE ~ t~.V. i [ er D j D ? ? ? ? ? N ? ? ? " I ~ ~ ? 0,0 ~,<< ,3 ~ 8,7 .1' 41 ~ P. I ~ 1 (11 ~c. l 0,0 a, 2,~ '7 • 3.6 3,8 Spa 6.6 7.9 , E~.BOtM i ~ rV a POLE r;' ~ SLA e I 0 0 O Q ~ a ~ SIGN ~k9"t••' , ~ ~ I 7-ELEVEN, INC. 5' CONCRETE SIDEWALK 1 CONTRACTOR TO INSTALL DOG HOUSE M.H. b ? ? ? ? ? ° CON TO PU SIDW ° Y SIG ? OVER EXISTING 8" P.U.C. SEWER MAIN & ; STS RE# ~1~0 0 ALIP a .0 , ,9 0,9 1.6 1.3 1. .1 z,7 ~b ~~6 4. 6. .2 a ,,ONNECT PROPOSED 6 SAN. I SEW>_R C~ INV.= i.r.: - , f FOUNDATION PLAN NEC OF ~ REW & BEICHER i ? a-~~-.-e ~ ~ ~ f CONTRACTOR TO INSTALL HOUSE-SIDE" SHIELDS q ? ? ? ? ? ? ? ? ° ;.~,r~;•~•,•.:~' ,r.x, .m.~ a ° ON THE EAST SIDE OF THIS LIGHT FIXTURE AT A ~ A ~ ~ S T E L G H T I N G POLE CLEAR ATER, FLORIDA .0 0.0 ~,3. 0,4 0,3 0,4 0, , 0, 0.4 0.5 0,9 1. •~r~ f .,":~:'~`.•a=,;.;.. 7 '1•-~.:,~, . a 2 5x8 AI VAC ~ PAD :,.:•w' • ~ r~• ' , ~ 0'1 45 DEGREE ANGLE FACING RESIDENTIAL ~ ~i. , , c ~~°;~;,r; ' ' •,•s„,`~ PROPERTY. EXISTING 8 SAN. .AND BASE DETAIL NTs 6" SAN. ~ ~ M-k'f-M-M-M-y, ~.kp-.yd ~.M-..W-._. M,--N-W-kI- ?.tx, r' .t~•µl k`~r. •M'1~'~'? q1 '"SiRjY''(,. I _ M Ikt-p}~.0.4 ~.q....,q.~.Nh.-µ-,p- q R-.~[.-.R 6i 6 W.._. IB 0 tR'~ k' t! ,y,• Y. W ..hS-IK-M~., p•-p- p-,[-?X-pip-p-p-Y p-p-•R-_ ~ ¦ s ,'1Y•: Mrb'., ~ .k . `.'y YA,M1" w. M. -.~-IP-K'I-IM-~q ~ k{-W, Ml l,- M W--M- - COPYRIGHT ~c 2006 0.0 0.0 0.1 0.1 0~1- 0,1 0.1 0~1 0,1 0.1 0~ 1 .3 0,8 1.9 .2 , 1,4 (2 , .RAMP I (1) H.C. RAMP 1) R-1 STOP SIGN PE OT INEX INTERPLAN LL RESERVES EXISTING 8" W.M. ~ PER FDOT INEX (1) 24 STOP BAR t #3 4 HYDRANT ASSEMBLY. W.M. COPYRIGHT OTHER RIGHTS #304 (TYP.) I RIGHT IN I F • ~ INDEX X402 ~ / R H O`7'f~L ~'1~1 RESTRICTING ESE DOCUMENTS I ACCE`~5 PER OT INDEX #17346 SITE L I G H T I f~ G FIXTURE SCHEDULE TO THE ORIGI L SITE OR PURPOSE FO WHICHTHEYWERE a CONCRETE DIWA {S~~iTxB" TAPPING SLEEVE 1 ~ " PREPARED. R PRODUCTIONS, BE 6 THICK 300tT..,ps1t FW~If~1'ALL~D BY CITY ~ 100' RMI CONCRETE W/ a"x6"~~.I~'~TII ~I~s~ _~___._____.___..._~__„_.__T_--- MARK DESCRIPTION CHANGES 0 ASSIGNMENTS ARE I T SLA POLE MOUNTED, DUAL-HEAD, H.I.D. LIGHT FIXTURE WITH 320 WATT SUPER METAL HALIDE LAMP PROHIBITED. FIXTURE SHALL BE L.S.I. "GREENBRIAR" FLAT LENSE CAT. # SE-GFM-320MH-F-MT-BRZ (TWO (2) FIXTURES REQ'D.) WITH 4" SQ; STEEL POLE DARK BRONZE. PROVIDE BASE PLATE, ANCHOR 1 BOLTS AND BASE COVER PACH,AGE -MOUNT PER DETAIL. LUMINARIES SHALL BE MOUNTED AT 90 ~ I DEGREES OR AS SHOWN ON SITE LIGHTING PLAN. ~ n~ ~ ~ 0 ~ m 0 T O ~A SLB SAME AS ABOVE EXCEPT FOR; THIS FIXTURE WILL BE A`THREE-HEADED UNIT (THREE (3) ~ ~ ~ ~ FIXTURES REQ'D.) WITH 4° ~Q. STEEL. POLE DARK BRONZE. ~ c PROVIDE BASE PLATE, ANCHOR BOLTS AND BASE COVER PACKAGE -MOUNT PER DETAIL. D ~ WP WALL MOUNT LIGHT FIXTURE -L.S.I. "CASCADE" SERIES -CAT. # CASB-70-MH-120V-BRZ PER MANUFACTURER SPECIFICATIONS. CONTRACTOR TO FIELD COVER TOP LIGHT SOURCE. C1 CANOPY LIGHT FIXTURE L.S.I. - .ENCORE SERIES FIXTURE (FLAT LENSE) PnROJECT NO 2006.0552 Cn c znn I-IC`IA1/ I' IlT 1AlIR IJQTF~ ~n-~n- ~ ~~-~-acv r~iwv r-roi1 -vvrl1 Ll SITE ELECTRICAL PLAN -LIGHTING ill = 20- O NORiH CHECKED: ¦ MODIFIED: 08/08/06 16:00:6 J:\A-J\7-ELEVEN\2005.0922 0509226L1.DWO 1*=20' RICKRI SECTION 7, TOWNSHIP 29 S., RANGE 16 E., PINELLAS COUNTY, FLORIDA +73.35 DESCRIPTION ~1 07/29/16/90126/004/0010: r i ' - - LOT 1, BLOCK D, FIRST ADDITION TO TEMPLE TERRACE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. I 72.48 a U 07/29/16/90126/004/0020: t 72 7A ~ 0 ill:-A AI Q R L. V E _ - 72.11 LOT 2, BLOCK D, TEMPLE TERRACE, FIRST ADDITION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN 66 0':; R/W - PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. 71.96 ~ ?x.57 r I lc. , TOP 72,94 - r1---~ 1~ 7?.i ya 20 10 ~ 20 07/29/16/90126/004/0300: NO ACCESS ~ ' ' ` ~~,zs j ~il, -1- 72.78 72.13 -+71.66 THE EAST 47 FEET OF LOT 29, BLOCK D, FIRST ADDITION TO TEMPLE TERRACE, ACCORDING TO THE MAP OR PLAT ~ ~~72.40 72.25 GRASS ~ THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ,~-,~h, _ DRIVE 72.2 SCALE:1 -20 RIM 735" n"a" 1s" TOP = 72.87 ~ +72'2 07/26/16/90126/004/0300 AND 07/29/16/00000/330/1200: 72,2 +72.1 IE N'_= 59.5:-' IE S 68.82 0 ®26" +z2•z "i~ BEING THE WEST 150 FEET OF THE SOUTH 190 FEET OF THE SOUTHWEST 1/4 OF THE SOUT WEST 1/4 OF SECTION 7, IE E = 69.21 72,3 IE W 68.87 5892 , n w" ~ IF s = 59.65 2 51 E ~ ~ o TOWNSHIP 29 SDUTH, RANGE 16 EAST, LE55 ROAD RIGHT-OF-WAY AND ALL OF LOT 30 ANDS THE WEST 14 FEET OF 0~ ~ 7z,ts 72,22 LOT 29, BLOCK °D", FIRST ADDITION TO TEMPLE TERRACE AS RECORDED IN PLAT BOOK 41, PAGE 9, OF THE PUBLIC R = 165,00 72•,9 7, M ;-~2~61 IE W'= 59.99'` IR p:c 1 ' CIE E i.26 ~ 72•s6 72• ;z.73 ~ Fi 1/2" 72.35 °7z3s 75.0' P,F I ( } . R 5/8" - - -p- - - - - RECORDS OF SAID PINELLAS COUNTY, FLORIDA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A • SET CONCRETE MDNUMENT IN THE INTERSECTION OF THE NORTHERLY RIGHT-OF-WAY LINE OF DREW STREET (STATE s~- - - - - L - "CLAY x,2.93 ~ a a ~ ~2s~ m U ~ ~ ~ ~aa. ° ~ ROAD #590, COUNTY ROAD X61) (100 FOOT RIGHT-OF-WAY) RUNNING THENCE (1} ALONG SAID LINE OF BELCHER ROAD NORTH 00 DEGREES 01 MINUTES 19 SECONDS EAST 140,00 FEET TO'A SET CONCRETEMONUMENT IN LINE OF U ' ~ ~ • 1r ~ ~ • ~ ~ N ~ ~ LAND NOW OR FDRMERLY OF LLOYD KING; THENCE (2) IN PART ALONG SAID LINE OF LAND OF LLOYD KING AND IN ~ I 73,~J 72.88 'a' ea' C e 72.42 N N PART ALONG LINE OF LAND NOW OR FORMERLY OF HARRY N, WAGNER AND IN PART ALONG LINE OF LAND NOW OR I 73.06' - 72,98 WV f • d' a' e . 72.40; 73,2fi ° 6 . i 73.2 n ° a'. 73,~ Do4 ~ 7 7z.ao. 72.5 ~ FORMERLY OF 0, PHILLIPS, SOUTH 89 DEGREES 22 MINUTES 51 SECONDS EAST 175,00 FEET PTO A SET CONCRETE r= TREE LEGEND MONUMENT IN LINE OF LAND NOW OR FORMERLY OF G, ROBERT WALLACE; THENCE (3} ALONG SAID LINE OF LAND OF ~~,5 ° 72.55 ~ e=ear TREE G. ROBERT WALLACE SOUTH 00 DEGREES 01 MINUTES 19 SECONDS WEST 140,00 FEET TO A SET CONCRETE MONUMENT + ~ 90 ~•5 0' 72.55 a ~ , ° a 7 I i 23.4 7 3' ~ BoTnE BRUSH TREE IN THE SAID LINE OF DREW STREET; AND THENCE (4) ALONG THE SAID LINE OF DREW STREET NORTH 89 DEGREES 22 = O CAMPHOR TREE MINUTES 51 SECONDS WEST 175.00 FEET TO THE PLACE OF BEGINNING. FFE=73,33 = I ,88 72.73 e ~ =CEDAR Rlhi = 72,90 72.61 ~ 1 STY IE N = 69,42 73zs 1 STY Q= cHiNABERRY TREE SAID PROPERTY ALSO BEING DESCRIBED AS FOLLOWS: THE WESTERLY 150.00 FEET OF THE 50UTHERLY 19D:OD FEET it ~ MAS ~ 73.19 a 71 38 ' MAS O ° CITRUS TREE OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 29 SOUTH, RANGE i6 EAST, LESS EXISTING RIGHT-OF-WAY 2 ~ Q =CYPRESS TREE FOR BELCHER ROAD AND DREW STREET, AND ALL OF LOT 30 AND THE WESTERLY 14,00 FEET OF LOT 29, BLOCK °D" d ~ i In ~ p a ~ ~ 2 ',ij Q =ELM TREE FIRST ADDITION TO TEMPLE TERRACE, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 41, w : ~ ' ~ o. FFE=7 1 72.86 ' Z e ~ p Q =EUCALYPTUS TREE PAGE 9, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA 7, 1. 7s 3 r 1 `72 5 r- - - - _ _ ~ _ MAGNOLIA TREE . _ 7.6' ~ = MAPLE TREE Z p - 7 1STY , i 0 72,6 71 3. 8 - 2, 0 2 72'6 ~ =MULBERRY TREE I NOTES 72 ~ ~ .MAS i + 72:6 z d + 72 w U .6 O Z OAK TREE L E G E N D O +72,6 OTHER SPECIES + I- • I I i li = ~ ~ I~ I 7 0 = PALM TREE 1. BEARINGS ARE BASED ON THE NORTH RIGHT-OF-WAY OF R~ ~ BELCHE ROAD BEING ASSUMED A5 N89'22'S1"W. I ' ~ ~ 72.5 A C = AIR CONDITIONER. UNIT Q =PECAN TREE / n1 +72.3 PERSIMMON TREE BLDG = BUILDING BP = BACKFLOW PREVENTER _ FIRST ADDITION .1 1 ~~I i, o ~ n 72.6 r ~~}~LJJ J+72,6 ~ =PINE TREE {C) = CALCULATED DATA • =BOLLARD or POST L ~i + 2. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE'~NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINA i ~ + 72.5 TO TEMPLE 72s RAISED SEAL OF A FLORIDA LICENSED SURVEYOR 'AND' faAPPER, ADpITIONS OR DELETIONS TO SURVEY MAPS OR I i ~ TERRACE + ,s ~ ~ srcAMORE TREE CCR = CERTIFIED CORNER RECORD ®=BOX, CABLE TELEVISION 72 4 CLF = CHAIN LINK FENCE n.3 ~ ~ + ~ Q=wax MYRTLE TREE CMP = CORRUGATED METAL PIPE ®=BOX, ELECTRIC UTILITY REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES,I&,PR,`OHIBI;TED. ~ rws PB 41 PG 9 . w~u°w TREE CONC = CONCRETE? =BOX, ELECTRIC UTILITY (TRANSFORMER) , 72. 23, 7 I 7,70 r 3. N0 XAVT I E C A ION WAS PERFORMED T V F r~ 0 ERI Y THE LOCATION OR EXIST N~ E CE OF ANY UNDERGROUND UTILITI_S +7z 3 +72.2 ~ COR = CORNER ®=BOX, TELEPHONE ENCROACHMENTS, IMPROVEMENTS STRUCTURES OR';:EO NDA-TIONS: UNDERGROUND~~UTILITY LINE L A I ~ ~ ' ~I I ~ 72'75' BLOCK ~~D~~ , U:, OC TONS (IF 13" 72 3 ` ~ CPB = CONDOMINIUM PLAT BOOK ~ =DECORATIVE LIGHT POLE +,72.4 SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER•ATLASES AiJD,VISiBLE SURFACE EVIDENCE. I I ~ ~ 724 f f i 7?;~1ti 'a ~ li _ - 2.63- + C/T = CURB TIE %.Ybo =FIRE HYDRANT ' ~ i ,+72.4 ~ ~ ~ I ~I I 72.4 4. RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH. IT WAS INTENDED, WTHOUT WRITTEN 'IFI„A ~ FcM 3"x3" "g ~ + S89~2Z~51 "E+ ' ~ (D) = DEED DATA FLAGPOLE 72 3 ~ ~ '1; DB =DEED BOOK ~ =FLARED END SECTION WILL BE AT THE RE-USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR, NOTHING HEREIN SHALL ~E _ 1s 12 0,0 (P} 61,0' P 72,4 - - i ~ - - O + +72,a~1g$ , 72,a S~.a~ 72 2 I ~ DIP = DUCTILE IRON PIPE ®=GRATE INLET CONSTRUED TO GIVE. ANY RIGHTS OR BENEFITS TO ANY N i 0 E OTHER THAN THOSE TO WHOM CERTIFIED. I 1 J 72,3 I Qi GI - 72:54 S89'2251"E L 72,G ECMP = ELLIPTICAL CORRUGATED METAL PIPE ~ =GROUND LIGHT 72,3 I ~ - ' - - - - - - EL = ELEVATION F =GUY ANCHOR O 17 ' I, 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED• ALL PERIMETER BEARINGS AND DISTANCES ARE ' ~ n.s~ f IE N = 68.91 + 5,00 (L) + I ' 723 +72.3 SIR EP =EDGE OF PAVEMENT ~ =LIGHT POLE, CONCRETE + i1° 73.75 7342 ERCP = ELLIPTICAL REINFORCE CONCRETE PIPE ~ =LIGHT POLE, METAL ALSO FIELD MEASURED UNLESS NOTED. I I ~ IE S = 68.76 +72'7 I 73.5 . ° • • (F) = FIELD DATA + • 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION ~ LINE OF' LAND OF L OYG KING AND IN ART LINE OF LAN N OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR , ~ RIM = 73.34 D OW OR • ° . • . ° ° FCM =FOUND CONCRETE MONUMENT ~ =LIGHT POLE, WOOD ENVIRONMENTALLY SENSITIVE AREAS. • IE N = 59.88 FORMERLY OF HARRY WAGNER AND I PART LINE OF LAND NOW OR I ~ ~ FORMERLY OF 0. PHILLI 5 723 p~ 3 FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION ~ =MAILBOX 72.6 ~ + ' c ° . e a • ' FFE = FINISHED FLOOR ELEVATION Q =MANHOLE, ELECTRIC I ~ I • IE SW = 59.92 73.91 s" 73.6 7: THE- SITE APPEARS TO BE IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, ~ + ~ 724 723 C1 . ° FIR = FOUND IRDN ROD ©=MANHOLE, GREASE TRAP P + ' + ~ FND = FOUND NAIL & DISC Qs =MANHOLE, SANITARY SEWER 7369 7" FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 1250296 AND 125139, EFFECTIUE DATE SEPTEMBER 3, ~ ~ ? 6• PLANTER 73.e +73.8 I W 14'(L) E 47'(L) i- a ~ ° a FOP = FOUND OPEN PIPE Q =MANHOLE, STORM SEWER 2003 (MAP NUMBER 12103C0128G EFFECTIVE DATE SEPTEMBER 3, 2003). POLARIS ASSOCIATES, INC• AND THE t4" 6'6'a' WOOD @ 6 + SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF ~ W ° ® 6' CON 2e' ®74.77 1s"15'19' 1 ~ ' a FPP = FOUND PINCHED PIPE ~ =MANHOLE, TELEPHONE TH MAP 2. 3 ® C FENCE SHE ~ • • • • E ,THE FEDERAL EMERGENCY MANAGEMENT AGENCY OR THE LOCAL GOVERNMENTAL AGENCY HAVIIV ~ ^ • • • • G 74,3 75.62 75.76 75,58 • • • • • ~ ~ ' O , ° a FRRS = FOUND RAILROAD SPIKE ~ =METER, ELECTRIC JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE'FROM THIS - 13.83 - - INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOT S T ~ • nPpR 80 ~ 7`' ~ 75.31 74;x4 75,58 N 5 F/T = FENCE TIE ~ =METER, GAS 74,s4 I FXC = FOUND X-CUT p =METER RECLAIMED WATER E 0 THE USER THAT THIS MAP 15 FOfi USE IN I , ~.8e - okIMA?~ Lo ADMINISTERING THE NATIONAL FLOOD INSURAN ii LARC,~ cAnorv 0h , 5;aa CE PROGRAM". I _ 61, ~ w 3 72 63 1~ . ° , GE = GRATE ELEVATION ' I s' LlB0AF~0 FFE=75,78 ~ I ~ ~ 61 ? ~I IE = INVERT ELEVATION ®=METER, WATER J . (L) = LEGAL DESCRIPTION DATA C~ =MITERED END SECTION 8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING E J ~ ~ ° 75:16 PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTH (?R 'T W ~ '1 STY ~ o ° a~ n LB = LICENSED BUSINESS ~ =MONITORING WELL 0 w i" ~ 7°' A w 'r ~ o ~ RICK • NY DETERMINATIONS OR DESIGN, ,n M ~ ~ ° ~ LS = LICENSED SURVEYOR ® =PEDESTRIAN CROSSING SIGNAL • ~ i q MAS = MASONRY ® =SANITARY CLEANOUT • ~ W N ~ I a I' ~ ~ 9. SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF A cn ~ ' ~ ~ a 5;ss MHW = MEAN HIGH WATER ~ =SCHEDULE B-2 ITEM PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT 'y ~ n 80.4 ' ~ e 75,5.% ~ • p r e ° a NP = NORMAL POOL =TELEPHONE RISER ' ' ~ 4' IJ 73.31 ~ . 0 A = OVERALL THUS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY. ~ 73s6 25 , 4 ° I I ~ . C ~ ~ a e' ~ 75.31 75:20 U • 1 ~ ~ 73 22 / -n- =TRAFFIC SIGN ,53s ~ ~ l~ O ; OR = OFFICIAL RECORDS BOOK Tsa =TRAFFIC SIGNAL BOX ~ ~ ~ ~t e . 'a, ' ~ Z5,36 I 10. UNLESS OTHERWI IN .s9 SE DILATED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE FURNISHED TO POLARIS ; Q , .o v • d .2o J • o ~ 73 5 7311 P =PLAT DATA ~ =TRAFFIC SIGNAL POLE ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT, NO SEARCH OF ANY PUBLIC RECORDS FOR EASEMENTS i I ~ ~~i20 ?C ~ w WESTERLY 150.00 ~CF THE SOUTHERLY= I~~.~ o } ~ ~ s PB = PLAT BOOK ~ • - ° PG = PAGE =UNDERGROUND CABLE TELEVISION MARKER • w d V ° ° 28 PLS = PROFESSIONAL LAND SURVEYOR ©=UNDERGROUND CABLE TELEVISION WARNING SIGN DEEDS, ETC.', WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY AND THERE MAY BE a, ° -190.00' OF SW 1 4 OF 7-29S-1 ~ ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY• I ~ ~ E - . ' ; i -2;97 • LESS EXISTING R/W FOR BELCHER ROACH _t r - - - - POB = POINT OF BEGINNING E~ =UNDERGROUND ELECTRIC MARKER ~ a ~ p r . • " POC = POINT OF COMMENCEMENT ®=UNDERGROUND ELECTRIC V~ARNING SIGN 11. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A OLD REPUBLIC NATIONAL TITLE INSURANCE.. 913.33. 73,53 AND DREW STREET I - 4a ~ - - COMPANY, COMMITMENT FOR TITLE INSURANCE, COMMITMENT NUMBER; PIN 06042895 LW, AGENT FILE NUMBER; r~ e. e " • ~ I L~ X2.99 '..7 32~' • ,`y~ a PRM = PERMANENT REFERENCE MONUMENT =UNDERGROUND FIBER OPTIC MARKER I ,a. s 38072-0341, EFFECTIVE DATE: AUGUST 28, 2006 AT 8:00 AM, ISSUED BY BRYAN J. STANLEY, P.A., 114 TURNER I ~ a'ag e ° h_ • ~ a a PSM = PROFESSIONAL SURVEYOR & MAPPER ows =UNDERGROUND FIBER OPTIC WARNING SIGN ~ L~.1' 16' . P/T = PAVEMENT TIE =UNDERGROUND FORCEMAIN MARKER ~ ~ ~ e~~ zz STREET CLEARWAY R ~ ~~J E ,FLORIDA 33756, TELEPHONE NUMBER 727-461-1702. I ~ • o FFE=73,84 ~ _ ~ < PVC = POLY UINYL CHLORIDE Q =UNDERGROUND FORCEMAIN WARNING SIGN THE FOLLOWING ARE SCHEDULE B II EXCEPTIONS; I4.7ar 74.59 I • z ~ RCP = REINFORCE CONCRETE PIPE =UNDERGROUND GAS MARKER ' ~ a ;-x-74 65 e A I ° V p ~ _ 304 ° RL5 = REGISTERED LAND SURVEYOR ~ =UNDERGROUND GAS WARNI~ G SIGN R/W = RIGHT-OF-WAY =UNDERGROUND RECLAIMED WATER MARKER ITEMS 1 THROUGH 4 NOT MATTERS OF SURVEY / ° ~ ' I ' ~ • a 72s2 1 STY . a ~ • ~ MAS O SEC = SECTION ~ 4 F I C I C c I 111 I T pl ' _ ITEM-:5 - E„S_MENT.. OR CLAMS 0. EASEMENT P.OTSHO„P•_BY--.HE PU~~IC RECORDS,_: _ I - ° ~ z,' CITY Bt,4 12 4, °_'a ~ ~ e O a SHW = SEASONAL HIGH WATER ®=UNDERGROUND RECLAIMED WATER WARNING SIGN ~ ~ J O 4 SIR =SET IRON ROD t/2'.L8 6113 _ _ NDERGROUND SANITARY SEWER MARKER _ . U _ - - ITEM 6 - NOT A MATTER OF SURVEY a 73.1s GI - 7 6 I a• z ~ ° SND = SET- NAIL & DISC LB 6113 - ` ` sws =J UI'JDERGROUND SANITARY SEWER WARNING SIGN e 2. 8 ' 73.2` _ c ° ° r • ~ °ol ~ ~ ° SR = STATE ROAD ~ =UNDERGROUND TELEPHONE MARKER • ~ L`' 1 a ~ S/T = SIDEWALK TIE ®=UNDERGROUND TELEPHONE WARNING SIGN ITEM 7 -STATE ROAD RIGHT RESERVATION(S), IF-ANY. I : lE N 68;38 ~ 7.53 4 e~ 3,ar It S 60:.84 ~ I a I, ~ ~ a 'a, STY = STORY ~w =UNDERGROUND WATER MARKER E S HROUGH 11 NOT MATTERS OF SURVEY 1 a3e Fp a • 73.26 ~.3,~a 73.o~a SW = SIDEWALK ®=UNDERGROUND WATER WARNING SIGN 7319 TBM = TEMPORARY BENCH MARK ql ~ . ° ~ 1~ . ~ ~ POB ' T ; _ , ITEM 12 RESOLUTION 3418528 OF RECORD IN O.R. BOOK 2250, PAGE 425, OF THE PUBLIC RECORDS OF ?INELLAS .73.65 `~C, .a3 7..22 '4'b3 ~ =UTILITY POLE, CONCRETE TBM EL=74.50 (TYP) = TYPICAL COUNTY, FLORIDA. (VACATES EASEMENT RECORDED IN 0•R• BOOK 12 PAGE 204 a :82 ~ 3;5 ~'T ; ~ ~ , i b3, I • , ~ VCP = VITRIFIED CLAY PIPE ~ =UTILITY POLE, METAL NAIL IN LIGHT ~ =UTILITY POLE, WOOD ` ) 73.2: ~ TSB ~x ~w f1'i!FIY ~W, HEAKING BA,I~~ ,r~ ; \ Il .9°22'21"W(._i 1~ / 1, , BAST I • j n' POLE WF = WOOD FENCE °v~ =VALVE, GAS ITEM 13 - NOT A MATTER OF SURVEY a3.7 73,, 75.00 (L F) 73,93 a T - r-.,...,-,.,., - 73.70 73.83 3 ~4 61:0 (P~ n, ~ FcM 3"x3° FIR 1" W T = WALL TIE Rvooa =VALVE, RECLAIMED WATER 73.70 73 B3 • l I ~ C'(F s 1.71' + 225 =POINT OF ELEVATION svooa =VALVE, SANITARY _ _ ND • • ~.w~.~._~ • • 12, ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARK F-12 HAVING AN ELEVATION OF 72.71 FEEL, NORTH - `T ~s 1u ~ 72.9Q ~l Es IR w o_31'- wvooa =VALVE, WATER ' _-1~ - - - - - - - - - 25,2 =DIMENSION FROM BUILDING TO AMERI AN V ° .73.93.: o : .a ~ ? n 3.52 ' . e ° C ERTICAL DATUM 1988 (NAND 86), a. b3.77 N8g 22.51 ' a ~ 'a ° .e , ' 73.17'q ° 73.0 .73,03 72.87 a ' 73.43°' ~ e NOT ASBUILT a73.o4 a ° ia•fib w . ~ . 72.67'' n ~ , 72.61. ° 72.57 - BOUNDARY RIGHT-OF-WAY LINE Qw =WELL _ T ~ 73:85 e 13, TREES 4° IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAM T R I ~ 3.75 e Q. E E 73•ss 73,18 ° 4° 7a,8b W D4votr • L2~.Ob ' a . 7a°60 ~ , 72.6, / ° 72,s2.. . Q 72;Ba a 72.42 STORM CURB INLETS o ° =CONCRETE BREAST HIGH: SMALLER TREES, NON-PROTECTED SPECIES INCLUDING ORNAMENTALS AND TREES WITHIN ~ 72.79.72:7 ~ 72:27 ( ) _ 72,64 ' 72:27 ° 72.64 72.54 ' 72 M 72;00' 72.38 ~ LJ ~ ~ ~ ~ = ASPHALT I:; I _ JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. 'w ! 7~ 'T -~;?,zs -~-72'26 - = 18-1ZCP 72.22 =CONCRETE PAVERS GI 72:'34:.: I ~ ~~A i I IES=69.18 ,72,15 - ---71,62 Gi 71:89 _ ~ ®=BRICK I ~ ~ E E _ 66,75 ~ =TOP OF BANK I I =TOE OF SLOPE or CENTER LINE OF DITCH = 6' CHAIN LINK FENCE UNLESS OTHERWISE NOTED i r - - _ - - - - - I, - - - - - - X44' ;5~5~ =OVERHEAD UTILITY LINES - _ _ - - - - - , J~ 0 DRE r W STREET - - - - - - - -G- - - =APPROXIMATE LOCATION OF UNDERGROUND GAS LINE ~ 100. D' R wd ~ i - _ ~ --W----•W--- =APPROXIMATE LOCATION OF UNDERGROUND WATER LINE _ _ _ - - f - - - - -F - - - =APPROXIMATE LOCATION OF UNDERGROUND FORCEMAIN _ - - - _ W ' - - - - -R - - - - -R - - - =APPROXIMATE LOCATION OF UNDERGROUND RECLAIMED WATER LINE ~~CERTIF ICATION I ~ 7-29S-16E ~ - - T;:-- ` 1 i ----12° PVC----- =APPROXIMATE LOCATION OF UNDERGROUND SANITARY SEWER LINE . 4 ._.T__ Lg~2~5~., CERTIFIED' T0; ..BOOS-DREW & BELCHER, LLC _ - -24" RCP - - =APPROXIMATE LOCATION OF UNDERGROUND STORM SEWER LINE - - - - 73.67 v 73,60 CONC MEDIAN 73.49 73.3 BOOS FLORIDA DEVELOPMENT, LLC 8005 DEVELOPMENT GROUP, INC, 73.oz 73.30 73.08 - PROJECT: 7,5 73.00 -~t.2.e' BELCHER ROAD AND DREW STREET ALICE H. NISK AND RONALD P. NISK, AS TRUSTEES OF 72,86 72,58 THE ALICE H• NISK REVOCABLE TRUST DATED NOVEMBER 26, 1991• TYPE OF SURVEY: ALTA/AGSM LAND TITLE SURVEY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY BRYAN J• STANLEY, P,A. ~ WACHOVIA BANK, NATIONAL ASSOCIATION ~ BOUNDARY & TOPOGRAPHIC SURVEY HILL, WARD & HENDERSON, P.A, ' PREPARED FOR: - \~\t~ A 77~'`i TOP = 72,80 NO ACCESS THIS IS TO CERTIFY .THAT THIS MAP OR PLAT AND THE~~~ ~'~'~l T'sIS ~,ASED WERE MADE IN BOOS DEVELOPMENT GROUP, INC. ACCORDANCE WITH THE "MINIMUM STANDARD DETAII~~' S(,¢R TTS;FQR ALl°~,' ~I LAND TITLE SURVEYS," Q JOINTLY ESTABLISHED AND ADOPTED BY ALTA ANDPp~'N~ 05fi~ SD1C~ T~dO ITEMS OF TABLE A THEREOF. PURSUANT in rHF arruRarv ~TanlnaRric ~c:;in~npTr,~ 16A+e1 rn •:~ean,..nl~oc ~°~i~ Ir,l ~~I ~ DA/ ADI~+ - r THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURSL DER Vt4 ,~P,AOFESSIONAL OPINION, ASSOCIATES INC. AS 'A LAND SURVEYOR REGISTERED IN THE STATE OF ~LQR1`1A; j EI~;ATIVE.'P, L ONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIff %TH REIN. • Yw9' fi 0 PROFESSIONAL SURVEYING LB 6113 18850 U.S. HIGHWAY 19 SUITE 500 30 AUGUST 2006 DATE OF SURVEY scdV~ K. ACKER,,,,,• b!~ CLEARWATER, FLORIDA 33764 ° 10.04.2006 PROFESSIONAL SURVEYOR AND MAPPER 10.04.2006 2 ADD MISC. ELEVATIONS SKA (727) 524-6500 W LICENSE NUMBER LS 6045 9.30.2006 9.30.2006 1 ADD FFE's, MISC. ELEVATIONS SKA < STATE OF FLORIDA CHECKED BY: SCALE; DRAWN BY; JOB NO. DRAWING PATH; SHEET F DATE DATE NUMBER REVISIONS BY SKA 1" =20' SKA 3563-01 H;\JN\3563\DWG\3563,DWG 1 OF 1 J 1. rcANOPYCOLUMN 7 2 .-p~~ I T CANOPY HGT, TO BE FIELD DETERMINED EXTENDED ABOYiE ROOF EF5 5Y5TEM 2, A4 A6 TO ALLOW 6"MAX BETWEEN BOTTOM OF I PROVIDED BY G,C, CANOPY & TOP OF BUILDING FASCIA, I 2 0 • A6 ' I I I I I ACM F•R5CIA . 2 X 4 Acou5T1CAL ' i PANEL 5YSTEM WALL WASHER I I i I I . LAY-IN'rILE LIGHTING 5YSTEM ~ . „ ~ _ _ _ _ _ _ _ FASCIA LIGHT - _ _ - - - - - - - - ROY5TON MFG. • I ( T 1- TRICOLOR' . , ' ~ TOP OF TRU55 ~ • ~ ~ ' . I I FRP- ALL WALL5 i ~ AT FRONT I', ' • ~ I ORANGE STRIPE ® I ~ I; I I GREEN STRIPE ~ I I I ~d~dL~~ ROOF LINE ~ ~o GAL. i ~ I I BOTT. OF TRU55 ® LI \ I I WATER' H EATER LEAK PAN I ~ ~ ~ I I DRAIN PAN REn STRIPE N r ' ~ ~ ~ I ALTERNATE LOCATION!FOtZ 5 4" 6RICK VENEER ~ BEIGE CAULK At I I EXTERIOR GRAnE I I r ~ 50 GAL. HOT I \ I~ ! WATER HEATER MOP I ~ ~ J \ I I 5/S" THICK EXTER14R ~ BANNER BOARD EMERGENCY 51-1UT-OFF FOR T-111 PLYWOOD ( I I I D 5 T R ATM SIGN 0 ON 12"HIGH 51NK ~ ~ ~ I GRADE PLYWOOD- FRONT, 51DE5 EFS 5YSTEM EXTERIOR OUTLET PAINT BEIGE FUEL I P'5 & EX~ E IOR < < ~ P 5") ~ PLATFORM L _ _ _ _ I I W/ FRP & TOP (PAINTED) L.L PA 5.2 I I I I OUTLET MTD, 60 (3O x N91I4 x5) n WA NEL (E ) • • N \ ' ~ F ~ ~ SEE 5 A3 FOR . FRP TO CLG ' 4 ~~14" - - - - • STORE RONT DETAILS C C I - .N " ~ 'BRON TONE'KAWNEER , EMERG 5H -~?FF FOR 1 A 3'-11" ~ ~ _ _ ~ _ ~ 2 X 4 F.RAMIIJG ~ ,r. S" BRICK 50Ln1ER • • FUEL DISP' M1'D, 60" ~ r ' ! I ~ - 4 BRICK VENEER ' MOP 51NK BEYOND NOTE; 5EE FL001~ PLAN. FOR EXACT LAYOUT NOTE; PLATFORM 15 TO SUPPORT650#MIN„ U5E 51NIP50N. - IZOCK ROCK TRASH.. TRASH H ~Y '~1LnI Y SADDLE HANGER5 F01~ 2X4 SUPPORT THAT 5PAN5 THE MIDf DINT„ CAN CAN U5E WOOD SCREWS TO ATTACH LEDGER 2X4'5 70 STUD WALL5. TOP OF SLAB A°4 SCALE 3/4" =1'-0" FASTEN PLYWOOD TO FRAME W/WOOD SCREWS. ALTERNATE ATM SIGN KUX TRAN5LUCEN'f FILM LOCATION J-BOX ~ 5'-0" ~ VINYL TAPE ' i . I PAY TELEPHONE BY OTHER5~ EFS 5Y5TEM I REF 51TE PLAN FOR EXACT A4 SCALE 1/4' =1'-0" 3 ~ CAP (E5.1) LOCATION I~aR ~x~c,~rRS~ G~NE~AI. NOTES ~ I I~ • 1. FA5CIA5YSTEM 51GN BOARD PACKAGE BY 50UTHLAND. ~ ~L~~~~~ ~ECTI~N 5: MANUFACTUI~E A4VH INC./RO'(~TON MFG. OR JIMCO. ~ ~ SCALE 16 ~ 3 3/4" ~ 1'•0" • WALL WASHER - - - - - - 2. WALL N1~A5HER LIGHTING 5Y5TEM PACKAGE BY 50UTHLAND. ~ 5L~ PE - EES 5Y5TEHI CAP LEADE~ BOX & ~ ROOF LIN .I ~ LIGHTING'SYSTEM . ' , • • (MANUFACTURER AWH INC° /ROYSTON bIFG. OR JIIvICO) REFER 5HEET E2 NOTE No.5 2x6"TREATED ELECTRICAL IN5TALLATION BY G,C. CON1'„WOOD ' TOP 0~ TRU55 ~ I ~ ~ i-- - - - BLOCK W/ ~4NCHOR r i II I_,,. IIIIT, 11,1 '~~,1~-; ~ uil~l Til'7i `jl i 111 II!li!II~I IIII .I I 1 I I ~ 9 1 1 1 11 I III (IIII (IIII III IIII II (IIII II I II II I I I BOLTS ~ 2•~" O.G-- ; . \ v`~ ~ i ~ , _ - ~ ~ ~ WALL WASHER BO , OFTRU55 - 'v •EM, ~ - - - - - - - T-- LIGHTING5Y5TEM'~ N - - EF5 5Y5TEM . C , ~ ~ b z WALL PANEL (ES-2) . • ~ NOTE: IF ELEVATION ~ w ~ ~ ~ 15 EXP05ED TO STREET Z N W ~ ~ ~,EET r ' ~ EXTEND WALL WASHER ~ iHER a ~ ~ • 6 TO END OF BUILDING cv ~ IG ~ ~ • e~ ~ ' ~ A5 ~ v • u~ •r C ~ 51NGi.E-PL't ROOFING ~f . r =r[aC u _ DOWNSPOUT c4 w ~a- •r , c4 ~ EXTEND5 UVER 6 . ~ ' . v2° coNTR L Jo.INT w1TH' . . , • • o a ~ "CITGO" 51GN ~CORNER5 ~OP f)F WALL) i ~ ~ SEALANT ~ ~~L1 ' SACKER. R D AND SEALANT ~ n- . ~ o ~ LEFT' END5 3l4" K~2"TREATED CONT. ~ ~ ~ TIE BEAM A ~ ' ~ WOOD BLOCK ~ . ~ . ° ' ~ ~ ° ° W/2' #5 CONT° ~ GAS CANOPYCOLUMN5T0 CONC.FILL'ED ~U li GRADE BE EXP05ED PNT, STEEL t 3/8' ° , a ~~I'~~~~ ~~~Ilr?~1~~~ 3!4'! f 75/6~e 47/8" 11/2" I ~ 8" CMU TYPE C 2 ~/8 ,HICK EXT. TO OF CONCRETE EiLAB A4 SCALE 114"~1'-0" GRACjE PLYWOOD ~ u ~ I I _ ~ r r1 PARAf ET RECESS _ ~ ~,J $ HIGH X 12 WIDE 4 I-I. x~rWlDl~ FOR LADDEIZ/ACCESS, , EF5 5Y5TEM Ir RFLO P R 11DE i~ ~ al •WALL SCUPPER NOTE' EI=S 5Y5TEM CAP TO PEE C~.J CONT, MET, & MEMBRANE OVE W SCUF E TYP,-THRU-WALL SCUPPER CAP (ES-1) A4 SCALE 1/4r'-1'•p" _ . - _ FLA51-LING AROUND OPNG.~- , ~P. OF 2 51M. TO INTO AI UM.-~.EADERHEAD ~t.EADERHEAD ATTA ~ I,:D WITH ADHEvf`v'E & ~g ~ ~p~, ~ SCUPPER AT LEP~DER COLOR-DARK BRONZE C ~ .K BRONZE 6" LAID SCREWS ~ 16" O.C. ~ ~ I ~ ~ & PEE', MANUFACTURER'S - REQUIREMENTS. A4~ PdOTTO SCALES ~ • ~ ~ J • . • Ly`CAT1 N• • • ROOF LINE • " , , .18'-~~" . EXTERIOR MATERIALS FLORIDA COLORS i' TOP OF TRU55 L~ i. _ r l ! _ ~ ~ .ercnlRl%~ ~ Le AT REAR i ~ N0, 51zE FINI5H MANUF.ICOLOR ~ w ~ %c7 BRICK VENEER 4X8 NOMINAL _ 'VIRGINIAN' • BORAL BRICK a ® ® ~ 3 N B OFT ' OTT. RU 55 ~ GROUT 3/8" TOOLED CONCAVE 5ANTE-BUFF ~ ~ ~ ~ ~ EF55Y5TEIvl - - - - - - a WALL PANEL. E5-2 • ( ) • E5-1(EF5 SYSTEM) 5EE DRWGS SMOOTH WHITE ~ ~ ~ ® ~ ~ `j' . ' 1/ "GONTR'0 NT WIT' , • PROVIDE LADDER RACK 6EE DET. ~ 2 L JOI H . E5-2(EF5 SYSTEM) 5EE DRWGS SMOOTH 'BUFF' MATCH GROUT JOINT L~ ~ ~ DOWNSPOUT • BACKER' ROD AND SEALANT ~ 5,6,7/A-7 & VERIFY EXACT . , ~ - •LOGATION WI SOUTHLAND ~ „ 4" BRICK yENEER ~ X 4 BEIGE 4" BEIGE ~ ~ p n ' COMMERCIAL GRAI v1MERCIAL GRADE ~J , ~ ~ DOWNSPOUT D.S+ . ( ) C ~ ~ PRE•FINISHED , :-FINfSHED PEEP HOLE n ~ '-L.~J ~ , TEMPE GLA55 • ~ ~ ~ CONNECT D51N1 o ~ CONNECT p51NT0 ~ ~ STORM aRAINAC, I 5Y5TEM- 5EE CI iTORM DRAINAGE ! (1) . ''>Y5TEM- 5EE CIVIL ~ 51TE PLAN-TYPIC >ITE PLAN-TYPICAL I LOG I TOP 0 5LA ~ ~o®® I I NOTE; IF NO -I ~ ~ CONNECTION TO VOTE; IF NO ~ I ,ONNECTION TO TEMPE GLA55 r S 5TORM DRAINAC iTORM DRAINAGE ~ ~T 5Ya EM PROVDC . EFS SYSTEM R4 SCALE 4 =1 ~YSTEM, PROVIDE A6 1/ -O .-6..x2'• " NC ! 5 I- I I CRP (E5-1) 1 0 CO '-6"x2'-O" CONCRETE . 5PLA5HBLOCKS A6 EACH DOWNSPOI iPLA5HBLOCKS W :ACH DOWNSPOUT ~ PUBH SIDE ONLY ~ O PU5H Sln ONLY; - - - - - . I , . • • , I ROOF LINE • • , • HOLLOW METAL .HOLLOW METAL ALUMINUM AND GLA55 PftUJECT NO • OFFICE DOOR RESTROOM DOOR ENTRY DOORS F049-99 ~4 _ - _ , - _ I• FR~P BOTH 51DE5 FRP Borth 51DE5 ~1GHT HAND5T01zE C~ I WALL WAaWEi; I ~ LIGHTING 6Y5TEM! Ed'' ~-0" EMERGENCY EXIT t2" x 12" BO'fT, OF TRU55 DOO~a WITH ~ ONE WAY GLA55 AUDIBLE ALARM ' 'I N ' Y , 'l 112" CONTRO ~ ~JO1NT WITH • • ~ • ' • • ~ , , , e~ 4 BRICK VENEER BA:KER'ROD AND;SE~LAN1' , . . • ' • 6 4 4 x~ COMIv1ERCIALGLADE nn nn .GRADE ~V~~~~~~~~1J~ N A6 WALLPANt^L ~E -2", C02•EXTE~10 ~ ~ nOWNSPOUT D,5, - a) ~ ( ) • ~ 'FILL BOX ~ 7 ~ ~ PRE-FINI5HED ' D0~ ~~~1 • DARK BRONZE I ~ • • . , • DISTRIBUTION DATE a o 8 I I 8 ~ 4 ICICK PLATE PUSH 51DE ONLY ~n c / r KICK PLATE rIULLUVV Mt I AL MULLOW IVIETAL f SALES ERDE ONLY CDC TOTE DOOR DACKROOM 1 ELECT. RM. DOOR SHEET NO I HOLLOW METAL FRP 130TH SIDES EXIT DOOM. ELEVATION: SOUTVJ 4L FU SALES SIDE ONLY POOR, MS' A4 SCALE A4 REFER TO 6HT &P5 FOP, HARDWARE TOTAL 8 I ~ _ ) , ~ w /f`1 ~1 14 2066 DEC DEPARiMEN't PLANNING 1NATER CIiY OF CLEAR r ~'s ,c<_ x ~ ^va~" P u P~. a i~'~ l " iflf 4.p a ~ r~14 i R }"t{l~k ry~r S. b re4.i~ ~ r. Y ~ 5 : 7, 'r'..:.. ~ . , f::,-~ , r ~ ~ ~ ~ ~~J(r~Ji ~ h ~r ~ i ,k 'f r , ~ k yt _ . g ~ ~ < ~Ur ~ ~0 ° - w ~ ~ ~ 1~>< f , r, 1. Jy. 7 n ~ s'I :~s`-' 4 f1 ~ t •l2' a. 3 e, 5 ~r't, ,.k 1. .r f' f ! + , ~ i~ y~~,~g.~~ ! s C ~ `k~x~~~'~ 4: ~ y, 7+~a~` s~11 ~~5 y ~1 ~ y ; ~ ~ Ft}y _ . M . , ~ ,J j r, ~ _ ` ,ter .y7 11" .ti 4 .L Iii ! .ti ~.f ~ ~ ::i..: '.~x,,~ t / tiT..: `!-e4 Z..)., ~ ~ ~c :jp t,' . .emu .r ~f r:. ~ _ ~ f .f f _ - ~-;a a.,. ~ is -.nv`_ae ~ r r P,;i~ ~ i ~ri Y ~ ~ 11~ ~ ~ ,s~~ {~ll; i~, i~~ ( ie„r" p~ .,Ts a C, ' ~ sr ..w7 i t. ;,r a -~=r•~. --„""",.a.~r.~ err,., - . w r J - " 1~ 4 A ,n r 1 P~ .~.~w: ~ y ~ _ „ _..:m . _ - ; : ~ ; Y 1 , I " .l ~ a E. .9 y,. y~, may,,,,,," w,y`:~. ?--,7 ' ` ` s< . Ss.:;._... ,,:_i.. , v :o-., c,. f mom, :,.~:~3 f 'a~~. ,-.:..~-~.:.,s t (>„rr d ~ .rd. :vq ~ ~r g.., ' {fi,33 ~ ~'~1 i.u +-r~~ 1~.~~~. ~~J+' ~ m ~c~ sir 11~ ~~~~~z~ , ~ r', r :~j. rC ..r ~ f n :.w~ -..Y ar.y ~'SP f~1 i . , , , 44. .i.1 n. ;',lea , .„ude`^:"'-. Y F~;~. w. he , ~ y . ~:44,. ~ , .y,-,. t _ 1 v„r-.,. `i..e, ~.~~i ~~-?w,yF-r~>~cr7'. „ y o. _ ~ f y ~c ~ t~~4~3 f ~f`<?~~i~~~f~ ~`~~i Rp®.4',~P. /,~~~9/~~"'a _ a~~~`~ ~ ~p~ YES-? 4~ ~y. a~~5 iV.M ff~/: ~t~. ~~/~f~ ~q 4 S ~i~k o-~ . F ~ F' ~ a 1 r ~f r. ;a ^ u ~ ~ a:a t ~ 1',~a-.u..rd,tii+l y, n. ' ~ 7 4 "p . .y_ ~ c ;7 ~ ~ , . ~ r, : - I. v j.. ~ M".:., .'2~ !r. ~ a,x.~F, 4 - Y +x ~ ~ ~e f ~ ~ ,Y y5, ~ ~ ~i- y ~Y°tl~l rte' / ~ I .!}~y' ~ ~~1. '.Y f4 r ~ f ~Y f%I , t e • ` . , ~ _ r , ~ „r y j ~ ~ _ . S ~t..% 1 ~ x, ~ ~ ip I t i4' ;..i - y , ~ r r , _ . a t rt. Y 4 ni ^n i^:~ ~x _ ~ Vii. F, GG Rg ' , _ ~ .r~.. ~ s ~ „ . ' , , . NS.. v,~aa . -~r•;b . f . i fe^r. ~ a t R~ , ~ , ~ . ~ . ~ is~~nrp .?~`c,= I; . - . ~ :a;-" i , r . , ~1 r r` 1; ~ - ~ ~ :r+ f ' ice. ~r,. x , Q~ ~ ~a i e s f ~ ~~y l~ ~ ~ ,~4~' a~ t~% ;u , ,i ~ J , , n .sw ~r y w - x ~+r....-+.r, ~C ~+.W ~~~i~,~ ~~{d.. y, z,.. a - ~ . y~« ~ r - 4 - 1 K~7' 'k~ ~ . se rF ~r,.a - - ~ _ t fi Y 1 _ , V E. ~ r ,li., ~.)W ! 'r Si, sue, ~ i,Yf ~ ~ '_r,. . ~ ~ f rl F' 4 ~ 1 rr i~~.. 1~ r.PYvV.r?I uu ~ 5 , , e ~r F ~ ~ N.>r '.fi:.W:wwu~r.~3--"'. JCS. h. s p If 3 n ti s _ ~ ~ ~ ~ ~'ur ~ rt +r. ~ f . ,i 3 St' i ~ n a, w Fi ~ ~ Ar% .[n, R' v, ~n~.. ' J 1:., yr:r ~ h 3 iu Q;r L.. Y I. y ' ' f e ~ u I, ~ 3 +a [ 'f ~i p 1 "-a ,,.:~u ~ ,e;>;, cq.. "4 ;sR ~ s, 'j. 4'> 1 „t.;i,y '4 ,..t, . ,,,r: rt~n. r s L : ~ , v r 4 ~ .,w a i^. ~ 'r ~i :e,, :H•, ~ ~ t .i, 4 ~ ~ + ;4 i w , ~ x~ ~ .e ~ , „ ~ - r ~ ~ . . - pA' 1ST g , , - . ~ , r J ~ ~ - arf ~.Pr ~ .F ' .fie ~ , ~ ~ ~ f , , ~ ~ , ~ ~ 1• , _ I , . - . . ' _ _ ; _ ~ ~ _ _r _ , . _ _ _ , _ . : w . ( ~ ~ ~1 ~