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FLD2007-03009P ~ LL 0� F water 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 $ * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive rnfill Redevelopment Project (Revised 10/25/2006) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: Franc t S C o p ;*et I MAILING ADDRESS: 630 the r4 -riv* S+ree*, G1carwa4 -cr Florlola 33 *56 PHONE NUMBER: 0 2 }) -723-3 41 CELL NUMBER: ( i Z 4) N 10 — L$ O O PROPERTY OWNER(S): Ga r 1;,s I e )'4 o -Fo rS , L L c List ALL owners on the deed 94o S,E, 6 +h S- {rem -f�, !-?-+tl Floor, For* La�d4ralalc,:Flar ;da 3330 (954 ) +6 7 -2064 054) *69— 134 Fnx AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: FAX NUMBER: E -MAIL ADDRESS: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202 -A) PROJECT NAME: fV cx j Rr_ 4,x I Ctr.+e r PROJECT VALUATION: STREET ADDRESS Z O 9 4 6 vI k 4-o Say 8 o y 1 e v a r d PARCEL NUMBER(S): 13-27-15-3q-812—'001-0010. PARCEL SIZE (acres): , -#.6 Sr PARCEL SIZE (square feet): LEGAL DESCRIPTION: PROPOSED USE(S): Cc 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.) erc.ta $ 98.0001 000 4-7,003 D e ve. I0 rncf)* ea; !I co» slS-1- oh 13, 990.5[- rc4-ad S ace. w ;fh ctssoct%4ci Jvr ace- p4arxer%2. d.obnars c wct4 -tr InGins . .San; 4-orX 'rV_ vcr JyS+Cr» f .S�brrnwa ftr colt t C4I o^ Sir -cwt , c1.e,+e,^4fon Pond 4^eI 10ndsG4tPin4 SAPlanning Department\Application Forms \development review\2006 Forms \Comprehensive Infill. Project (FLD) 2006.01.doc Page 1 of 8 CASE #: RECEIVED (staff initials): DATE RECEIVED: ORIGINAL RECEIVED `_,k1�, AUG 13 2007 P1 ANNING DEPARTMENT ITY OF CLEARWATER * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive rnfill Redevelopment Project (Revised 10/25/2006) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: Franc t S C o p ;*et I MAILING ADDRESS: 630 the r4 -riv* S+ree*, G1carwa4 -cr Florlola 33 *56 PHONE NUMBER: 0 2 }) -723-3 41 CELL NUMBER: ( i Z 4) N 10 — L$ O O PROPERTY OWNER(S): Ga r 1;,s I e )'4 o -Fo rS , L L c List ALL owners on the deed 94o S,E, 6 +h S- {rem -f�, !-?-+tl Floor, For* La�d4ralalc,:Flar ;da 3330 (954 ) +6 7 -2064 054) *69— 134 Fnx AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: FAX NUMBER: E -MAIL ADDRESS: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202 -A) PROJECT NAME: fV cx j Rr_ 4,x I Ctr.+e r PROJECT VALUATION: STREET ADDRESS Z O 9 4 6 vI k 4-o Say 8 o y 1 e v a r d PARCEL NUMBER(S): 13-27-15-3q-812—'001-0010. PARCEL SIZE (acres): , -#.6 Sr PARCEL SIZE (square feet): LEGAL DESCRIPTION: PROPOSED USE(S): Cc 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.) erc.ta $ 98.0001 000 4-7,003 D e ve. I0 rncf)* ea; !I co» slS-1- oh 13, 990.5[- rc4-ad S ace. w ;fh ctssoct%4ci Jvr ace- p4arxer%2. d.obnars c wct4 -tr InGins . .San; 4-orX 'rV_ vcr JyS+Cr» f .S�brrnwa ftr colt t C4I o^ Sir -cwt , c1.e,+e,^4fon Pond 4^eI 10ndsG4tPin4 SAPlanning Department\Application Forms \development review\2006 Forms \Comprehensive Infill. Project (FLD) 2006.01.doc Page 1 of 8 0 IDOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR),, A PREVIOUSLY APPROVED PLANNED UN DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO _ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) ¢Q SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) . 0 Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, in detail: 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. a+-ach rn r-el* 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. Je.G ct4+4ti+ men+ 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. Jet ct4-4ctc hrr•cn+ 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. Je-e- a++a.cin Men+ 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. J e.e. at -I-4-a ck rA e. n + = ORIGINAL RECEIVED 13 2001 S:1Planning DepartmentlApplication Formsldevelopment review\2006 FormslComprehensive Infill Project (FLD) 2PLANNING DEPARTMENT Page 2 of 8 (1§fWb9(6LEARWATER 9 0 WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) 0 Provide complete responses to the six (6) 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. cc. a- F4achme-r-1-f^ 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 Set. a- #i-ach me_✓►+ 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. Sec a Faachrv+cnd- 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. S'cc a4-4-achrncn+ 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. 're, t, a- +a.cto rn cn+ 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: 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 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: JO Changes in horizontal building planes; 51 Use of architectural details such as col_ ui> s, cornices, stringcourses, pilasters, porticos, balconies, railings, awn_ ings, etc.; §d Variety in materials, colors and textures; ,0- fenestration patterns;, " ,i Building stepbacks; and (A Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhancp�� ape design and approprf� fiances between buildings. ,i LL Q l-+a G h M e. el + ..pi A 13 200 .:._.; S:IPlanning DepartmentlApplication Formsldevelopment re "�i"Wp@;wf l prehensive Irlfi!! Project PLb)''J606.01.doc • • [—E.- STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria J Manual and 4- 202.A.21) $J 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; W Existing topography extending 50 feet beyond all property lines; X Proposed grading including finished floor elevations of all structures; ® All adjacent streets and municipal-storm systems; 119 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. IN Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; M 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; M 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 4" 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; 129 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; ORIGINAi RECEPAD NUG 13 2007 PLANNING DEPARTMENT s, S:IPlannin De artmentlA lication Formsldevelo ment review\ %WWATE(th 9 P pP P ompre ensive Infill Project (FLD) 2006.01.doc Page 4 of 8 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) 5q 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; �S 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 tj'A 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 ail 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 X {per Section 3- 201(D)(i) and Index #701); Location of all landscape material; Location of all onsite and offsite storm -water 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: X Land area in square feet and acres; OA 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 7C number of required spaces; Total paved area, including all paved parking spaces & driveways, X expressed in square feet & percentage of the paved vehicular area; '',A Official records book and page numbers of all existing utility 1A easement; X Building and structure heights; X Impermeable surface ratio (I.S.R.); and X_ Floor area ratio (F.A.R.) for all nonresidential uses. ® REDUCED COLOR SITE PLAN to scale (8 %z X 11); EXISTING -7 4, 003 P. :?r- 8 N/A $, O04 q0 4 "+,511 15 0.80 0.10 REQUIRED 103 25 -50 0.95 tnaX . 0.55X. PA FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: . . PROPOSED -44,003/ 1.468 N/A 13,91 FO 3q,711 32 O.4t O.($ _)< One -foot contours or spot elevations on site; , Offsite elevations if required to evaluate the proposed stormwater management for tIM C All open space areas; RECEIVED X Location of all earth or water retaining walls and earth berms; X Lot lines and building lines (dimensioned); AUG 13 2007 - )C Streets and drives (dimensioned); PLANNING DEPARTMENT -A Building and structural setbacks (dimensioned); CITY OF CLEARWATER Structural overhangs; YfAl S:\Planning Department\Application Forms \development review\2006 Forms \Comprehensive Infill Project (FLD) 2006.01.doc Page 5 of 8 • H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) 0A LANDSCAPE PLAN with the following information (not to exceed 24"x 36 "): _ X All existing and proposed structures; Names of abutting streets; C Drainage and retention areas including swales, side slopes and bottom elevations; (� Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; _X 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 Y 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 X 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 X 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); K_ Irrigation notes. 19 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. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) on BUILDING ELEVATION DRAWINGS — with the following information; A All sides of all buildings; A Dimensioned; K Colors (provide one full sized set of colored elevations); Materials; Sight visibility triangles; 22 REDUCED BUILDING ELEVATIONS — same as above to scale on 8 % X 11. J. SIGNAGE: (Division .19. SIGNS / Section 3- 1806): M All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.),: indicate. whether they will be removed or to remain. W All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ORIGIN& ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). 4i ,_, RECEIbEp 0 Reduced signage proposal (8 Y X 11) (color), if submitting Comprehensive Sign Program application. AUG 13 g PLANNING DEPARTMENT CITYOI',CLEARWATER P Z _ S: \Planning Department\Application Forms \development review\2006 Forms \Comprehensive Infill Project (FLD) 2006.01.doc Page 6 of 8 ORIGINAL:.. _ RECEIVED 2007 K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) PLANNING DEPARTMENT CITY Of CkV"WATER 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 Transponation 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. O 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 Sooping Meeting. X 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. NFPA291, 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) 5624334. M. SIGNATURE: 1, 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 application. Signature of prdperty�r or representative M7A STATE OF FLORIDA, COUNTY OF PINELLA� Swom to agd subscribed before me this / s day of Aia C f, 4 -A.D. 20 0 7 tome and/or by e. Fri . A o , who is personally known has Produced- as identification. .-)/JA . l n A Notary public. My commission expires: �!o✓�41N4n ►, r- '2rrc...o�0 Gf f'tSS j T Sear -¢.�j v� C4�i�S(e /�lc�r's. LLL J S :1Planning Department\Application Forms \development review\2006 Forms \Comprehensive Page 7 of 8 EXPIRES: September 9, 2007 1LkU_ Vndem C7 N. AFFIDAVIT TO AUTHORIZE AGENT: • 1. Provide names of all property owners on deed — PRINT full names: LU 14 2. That (1 am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): .r 3. That this property constitutes the property for which a request for a: (describe request) 4. That the undersigned (has/Have) appointed and (does/de) appoint: -D tJ C Co as - Pfd / W IL)i o t Fl--? 4/t/a1,41d S' �4,o?l reel. L as (his/their) ageni HIGH POINTIENGINEERING 704mf I July 23, 2007 Mr. Robert G. Tefft, Planner 111 City of Clearwater Planning Department 100 S. Myrtle Ave #210 Clearwater, FL 33756 RE: RESPONSE TO DRC COMMENTS FROM JULY 5, 2007 AGENDA NEW RETAIL CENTER 2094 GULF TO BAY BOULEVARD, CLEARWATER, FLORIDA 33756 CASE NUMBER: FLD2007 -03009 Dear Mr. Tefft: In response to DRC comments from July 5, 2007 agenda, the following is being provided: General Engineering: The following shall be met prior to Building Permit: 1. A city right -of -way permit will need to be obtained for driveway located on Gunn Avenue. R =/ HPE met with Mr. Dan Malone on 7 -20 -07 to apply for a right -of -way permit. Mr. Malone indicated that a right -of -way permit is not required to construct the driveway located on Gunn Avenue. 2. Revise plans to show ADA ramps in sidewalk approaches at driveway on Gunn Avenue and include City of Clearwater Contract Specifications and Standards Index 109. Note: Truncated domes are required per FDOT Index 304. R =/ The requested note was included in the construction documents. See revised plan sheets C -5.1. 3. Applicant shall obtain permanent address assignments from the Engineering Department. R =/ The developer of the project will contact Mr. Stephen L. Doherty to request a permanent address assignments for the property. 630 CHESTNUT STREET • CLEARWATER, FLORIDA 33756 1 TEL. (727) 723-37711 EXT 333 ■ FAX (727) 723 -7150 • 0 4. Applicant shall show all city details applicable to this project. The City's Construction Standards and Utility Information can be found on our web site: www. myclearwater. com /gov /depts /pwa /eng in /Prod uction /stddet/iridex. asp. R =/ See revised plan sheets C -7.3, C -7.4 and C -7.5. Prior to the issuance of a Certificate of Occupancy: Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional engineer or land Surveyor registered in the State of Florida. A Construction Services Inspector will field inspect as -built drawings for accuracy. 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:" No Comments Fire: 1. Florida Fire Prevention Code requires this building to be built with a fire sprinkler system. Show on the utility plan how water is to be provided, the location of the FDC which must be at least 15' away from the building, and the location of an additional fire hydrant on property 25 - 50 feet from the FDC. PRIOR TO CDB R =/ HPE has revised the location of the Fire Department Connection (FDC) and the Fire Hydrant Assembly (FHA). The FDC was relocated 40' away from the building which comply with the minimum separation from building stipulated by the City of Clearwater Fire Department. The FHA was relocated 30' from the FDC which comply with the maximum separation from FDC stipulated by the City of Clearwater Fire Department. See revised plan sheets C -6. 6 -25 -07 Revision shows building to be sprinklered. The hydrant on Gunn can be used as secondary source of firefighting water. MOVE PROPOSED NEW HYDRANT TO WEST TO PENNINSULA AT WEST ENTRENCE OFF OF GULF TO BA Y. (This will be 100 feet away from FDC which will be acceptable in this case) PRIOR TO CDB 2 • C� R =/ HIRE has revised the locations of the FDC and FHA to comply with the separation standards stipulated by the City of Clearwater Fire Department. However, due to liability concerns, it is in the owner's best interest to locate the FDC and FHA near the centerline of the structure. See revised plan sheets C -6. Harbor Master: Legal: No Comments No Comments Land Resources: 4/24/07 - No fill must be on the trunks of trees #16 and 17. Design a tree well system that does not cut the grade and provide an aeration system under the fill. Provide prior to CDB. 6/25107 - Section C -C should show the lintel system. Insure that the parking sub -base does not impact the existing grade under the canopy of tree # 17. R =/ See revised cross section C -C in plan sheet C -5.3. 4/24 /07 - Provide an east -west section through tree # 18. Insure that no grade cuts occur within 1/2 of the tree's canopy. Provide prior to CDB. 6/25107 - Continue section F -F further to the south to include the wall (lintel) and pavement. Insure that no grade cuts occur within 1/2 of the tree's canopy. R =/ See revised cross section F -F in plan sheet C -5.3. 4/24/2007 - Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and /or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and /or in the root prune lines if required), and the tree barricade detail. Provide prior to building permit. 3 • • 6/2512007 - Show a root prune line for fire and storm lines at tree # 17 and 18. Revise aeration system to reflect these changes. R =/ See revised Tree Preservation Plan in sheet.L -4. Landscaping: 1. The south and east landscape buffers have their required trees approximately six inches (6 ") above the bottom of the swale. While the Red Maple will likely do well enough in this location, the Southern Magnolia will not. Further, the Red Maple is deciduous and will be barren for several months (not a desirable appearance along either Gulf to Bay Blvd. or Gunn Avenue). A water tolerant, non - deciduous species should be chosen for these areas, or the location of the trees adjusted to a higher elevation so that water tolerance is not an issue. R =/ Red Maple trees were eliminated from the proposed landscape plan and replaced with Live Oak trees. In addition, the width of the proposed bioswale was reduced to 7.5' so the proposed Southern Magnolia and Live Oak trees are located at the top of bank. See revised Landscape Plan in sheet L -1. 2. Pursuant to Section 3- 1202.D.1 of the Community Development Code, a 15' landscape buffer is required along the south property line. The landscape plan indicates that this buffer width is being provided; however, based upon section drawing D -D, the proposed retaining wall encroaches into the buffer and effectively reduces its width below the requirement. R =/ See revised cross section D -D in plan sheet C -5.3. 3. The Winged Elm and Live Oak trees are depicted as being planted on the property line. This is not an ideal situation. Relocate the trees so that they are on the subject property and more preferably in the middle of the required. landscape buffers. R =/ The location of Winged Elm and Live Oak trees were adjusted to the middle of the required landscape buffer. See revised Landscape Plan in sheet L -1. 4. Pursuant to Section 3- 1202.D.2 of the Community Development Code, the front slope of stormwater retention areas can comprise up to 50% of the width of any required landscape buffer provided the required shrubs are not more than six inches (6 ") below the top of bank. The front slopes of the south and east landscape buffers exceed 50% of the width, and some of the required shrubs will be greater than six inches (6 ") below the top of bank. 4 R =/ The width of the proposed bioswale was reduced to 7.5' which is 50% of the required landscape buffer width. In addition, the required shrubs were moved to the top of bank. See revised Landscape Plan in sheet L -1. 5. Pursuant to Section 3- 1202.G.1.b of the Community Development Code, the landscaping proposed in the Comprehensive Landscape Program is to be demonstrably more attractive than otherwise permitted under minimum landscape standards. The response provided with the application effectively states that a substantial amount of landscaping is proposed, but does not demonstrate how this is more attractive that landscaping provided as per minimum standards. The revisions submitted have not addressed this issue. R =/ See attached revised Comprehensive Landscape Program Narrative. Parks and Recreation: 1. Open space impact fees are due prior to issuance of building permit or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727 - 562 74824 to calculate this assessment. R =/ The developer of the project has contacted Mr. Art Kader to asses the Open Space Impact Fee. Stormwater: No Comments Solid Waste: 1. For size of project would suggest compactor to lower solid waste cost. Dumpster enclosure(s) need to be built to city specifications and shown on detail sheet The cost for solid waste service for all units will be borne by owner. (no individual Solid Waste accounts will be allowed) Solid waste account must be started before occupancy call (727) 562 -4600 Has any thought gone into recycling to help reduce cost of SW service? R =/ During DRC meeting on July 5, 2007, Mr. Tom Glenn established that there is not sufficient space for a trash compactor. Further, Mr. Glenn recommended that the size of proposed dumpster enclosure was reduced from double to single and the location was adjusted. In addition, the owner of the project is aware that one account has to be established for the entire retail center. See revised plan sheet C -4.1. 5 • Traffic Engineering: 1. Add a note that the striping for all regular parking spaces shall only be in white color. Yellow paint shall only be used for no passing, no parking or to designate a fire lane. R =/ See revised plan sheet C -4.2. 2. Add truncated domes where sidewalk ends at the driveway on Gunn Avenue. ADA ramps in sidewalk approaches shall be provided in accordance with City of Clearwater Contract Specifications and Standards Index 109 and per FDOT Index 304. R =/ See revised plan sheet C -5.1. 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 and paid prior to a Certificate of Occupancy (C.O.). 2. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application Planning: 1. Pursuant to Section 3 -103.13 of the Community Development Code, a system of joint use driveways and cross access easements shall be established wherever feasible along major arterials. The proposed site shall be designed with the provision of cross access in mind for the adjacent property fronting on Gulf to Bay Boulevard and the cross access designed consistent with the requirements of Sections 3- 103.13.1 -4 and implemented through the requirements of Sections 3- 103.C.1 -3. The traffic study submitted on 06 -01 -07 does not address cross access; thus the requested deviation can not be supported. R =/ Provision for future cross access through the west property boundary was included. See revised plan sheet C -4.1. 2. The written response provided with regard to Section 2- 704.C.6.e does not reference the west landscape buffer. Revise the response to include a discussion as to how the requested reduction in buffer width will result in an enhanced landscape design. This must be provided prior to the application proceeding forward to the CDB. R =/ See attached revised response. 0 3. The written response provided with regard to Section 2- 704.C.6.b references design guidelines having been adopted by the City. No design guidelines have been adopted for this area of the City. Revise your response to this criterion to state "N /A ". R =/ See attached revised response. 4. Pursuant to Section 3- 913.A.1 of the Community Development Code, a response is to be provided stating how the development proposal will be in harmony with the scale, bulk, coverage, density and character of adjacent properties. The response provided with the application states only that the proposal will be similar to or less than many of the surrounding sites with regard to the above elements, but not how this harmony is being achieved. Provide a revised response. The revised response submitted on 05 -14 -07 states that "the proposed development will be in harmony with the scale, bulk, coverage and density of many of the surrounding sites "; however it does not state how this is so. Revise the response to address all element of the criterion. R =/ See attached revised response. 5. Pursuant to Section 3- 1406.B.1 of the Community Development Code, the minimum distance between a state right -of -way (Gulf to Bay Boulevard) and the first parking space or drive aisle in the parking lot shall be 50 feet as per the FDOT Driveway Handbook. A stacking distance of approximately 33.5 feet has been provided for the Gulf to Bay Boulevard ingress /egress point. The traffic study submitted on 06 -01 -07 does not address stacking distance; thus the requested deviation can not be supported. R =/ HPE had a pre - application meeting with Mr. Chris Gregory from FDOT — Pinellas County Maintenance Office on 7 -20 -07 for a Driveway Connection Permit application. Mr. Gregory point out that FDOT measures the 50' minimum stacking distance from edge of pavement to the first parking space or drive aisle. Further, Mr. Gregory indicated that the proposed 43.5' stacking distance for the Gulf to Bay Boulevard ingress /egress point is sufficient. In addition, the Traffic Impact Study has a section dedicated to site access in page 7 that addresses accessibility issues. 6. The ramps for the handicap parking spaces (not the access panel) appears to conflict with the patio walkways as they proceed between the planters. R =/ 6" curbs were added to separate the proposed handicap ramps from the foundation planters and patio walkways. See revised plan sheet C -5.1. 7 7. The written response provided with regard to Section 2- 704.C.6.a does not state how the proposed development, with specific regard to the reduced setbacks and increased height, will not impede the normal and orderly development/improvement of surrounding properties. Instead, the response states that the proposal will encourage appropriate improvements, which does not address the criterion. A revised response addressing the criterion must be provided properly to the application proceeding forward to the CDB. R =/ See attached revised response. 8. The light poles are proposed to be located within the required parking spaces. Relocate the light poles to eliminate this conflict. R =/ The proposed light pole locations were adjusted to eliminate conflict with proposed parking spaces. See revised plan sheet C -4.1. 9. Pursuant to Section 3- 201.D.1 of the Community Development Code, all solid waste containers and outside, mechanical equipment shall be completely screened on four sides by fencing, walls or landscaping so as to not be visible from adjacent rights -of -way and abutting properties. Such screening shall be of materials consistent with those used in the construction and of the architectural style of the building. While a detail of the dumpster enclosure has been provided as part of the submitted revisions on 05- 03 -06, the detail does not address the concerns as to the materials being used in the construction of the enclosure. , R =/ The proposed single dumpster enclosure will be constructed using concrete masonry walls with steel swing gates. See revised plan sheet C -4.1. 10. The written response provided with regard to Section 2- 704.C.6.c again refers to design guidelines not in existence. The balance of the response refers to coverage and density being appropriate and consistent with the approved development trend; however the criterion references design, scale and intensity. A revised response addressing how the criterion is being met must be provided prior to the application proceeding forward to CDB. R =/ See attached revised response. 11. Pursuant to Section 3- 1406.13.2 of the Community Development Code, the minimum distance between the Gunn Avenue right -of -way and the first parking space or drive aisle in the parking lot shall be 40 feet. A stacking distance of 32.9 feet has been provided for the Gunn'Avenue ingress /egress point. The traffic study submitted on 06 -01 -07 does not address stacking distance; thus the requested deviation can not be supported. R =/ The Traffic Impact Study has a section dedicated to site access in page 7 that addresses accessibility issues. 12. Section drawing D -D contains errors. It does not depict the parking tier on the north side of the drive aisle and the dimension of 63.5' is incorrect. R =/ See revised cross section D -D in plan sheet C -5.3. 13. Pursuant to Section 2- 704.C.5 of the Community Development Code, the response to be provided must state how the development proposal is compatible with adjacent land uses. The response provided with the application simply states that it is and not how it is. The revised response of 05 -14 -07 has not addressed the criterion. R =/ See attached revised response. 14. Pursuant to Section 2- 704.C.1 of the Community Development Code, a response is to be provided stating how development is otherwise impractical without deviations from the development standards of the Commercial (C) District. The revised response provided on 05 -14 -07 discusses deviations to landscape code requirements (deviations that are processed through the Comprehensive Landscape Program application), stormwater requirements and off - street parking. While the section pertaining to off - street parking would typically be applicable, there is no parking deviation associated with this application; thus it isn't applicable. Further, the sections pertaining to landscape and stormwater are not applicable as they are not development standards under Section 2- 704. Provide a revised response that discusses how development is impractical without deviations from the development standards of the Commercial (C) District. R =/ See attached revised response. If you have any questions regarding the information contained herein, please do not hesitate to contact me. Sincerely, HIGH POINT ENGINEERING, INC Braulio Grajales, P.E. Principal L9 FLEXIBLE DEVELOPMENT APPLICATION NEW RETAIL CENTER AT 2094 GULF TO BAY BOULEVARD CLEARWATER, FLORIDA 33765 HIDE PROJECT: 07- 001 -EEC DESCRIPTION OF REQUEST: Flexible development approval to construct a new retail center as per the standards contained within Section 2 -704 of the Development Code and Comprehensive Landscape with the following reductions: - The front setback along the south right -of -way (Gulf to Bay Boulevard) from 25 feet to 15 feet. - The front setback along the east right -of -way (Gunn Avenue) from 25 feet to 15 feet. - The front setback along the north right -of -way (Cornell Street) from 25 feet to 10 feet. - The side setback along the west property boundary from 10 feet to 4 feet. - The landscape buffer along the north property boundary from 15 feet to 10 feet. - The landscape buffer along the west property boundary from 5 feet to 4 feet. - The number of trees required for interior landscape from 22 to 18 trees. - No use of foundation planter on the building facade with frontage along the east right -of -way (Gunn Avenue). - The stormwater recovery time from 24 hours to 72 hours. - The minimum distance between Gulf to Bay Boulevard and the first parking space or drive aisle from 50 feet to 33 feet. - The minimum distance between Gunn Avenue right -of -way and the first parking space or drive aisle from 40 feet to 33 feet. BACKGROUND: This proposal contemplates the development of a new retail center with associated off - street parking, landscaping, drainage pond and utilities. The plan has been designed to build 13,971 square feet of retail (10,658 sf) and restaurant (3,313 sf). The setbacks, drainage, parking and landscaping has been designed to support the proposed construction. GENERAL APPLICABLE CRITERIA (Code Section 3- 913.A) 1. The subject site is located within the Commercial District with frontage along Gulf to Bay Boulevard (S.R. 60). The site is currently vacant and previously operated as a car dealership (8,004 sf). The surrounding sites are developed with a mixture of retail, service establishments, and attached dwellings. Some properties within vicinity are being demolished and new commercial buildings will be constructed or are currently under construction. Examples of the scale, bulk, • • coverage, density and character of the adjacent properties are: (1) the new Publix supermarket located on the southeast corner of the intersection between Gulf to Bay Boulevard and Belcher Road, (2) the relatively new shopping center "Belcher Crossings" located at 401 S. Belcher Road, approximately 0.3 miles east of the subject site, (3) the CVS development located at the northeast corner of Gulf to Bay Boulevard and Belcher Road, etc. The coverage and density of the proposed development is appropriate for the area and will be consistent with the approved development trend for the vicinity and the existing built environment shown above (i.e. similar size and gross floor area, single story structure and commercial mixed use). Thus, based on the similarities between surrounding sites and the proposed development, the proposed retail center at 2094 Gulf to Bay Boulevard will be in harmony with the scale, bulk, coverage, density and character of many of adjacent properties. 2. Upon completion, the new retail center and subsequent improvements will increase the value of the subject site, thereby providing a positive influence on the surrounding property values. The proposed development will offer improved: drainage, parking and drive surfaces, closure of one of the two existing driveway connections to Gulf to Bay Boulevard, relocation of the access point on Gunn Avenue and new landscaping, all of which will further promote development and investment in the area and along this main corridor. 3. No health or safety concerns are anticipated with the proposed development as the site design adheres to all required visibility triangles, provides responsible site drainage and further provides nicely landscaped yards along the three frontages. 4. The new retail center will minimize traffic congestion by improving access to the site and traffic circulation within the site. Efficient traffic circulation will be achieved by relocating the existing driveway access on Gunn Avenue and eliminating one of the two existing driveway connections to Gulf to Bay Boulevard. 5. The proposed building design will reflect a modern Tuscan architecture which uses a mix of construction materials such as stone, metal, glass and stucco to create presence and distinction. The proposed building finishes and lines mixed with an upscale design that incorporates elements such as columns and flat cupolas to create an elegantly appointed elevated fagade will maintain the trend of the current developments in the area and will improve the character of the surrounding sites. The design provides multiple horizontal and vertical step - backs and contains columns and flat copulas defining the roof top which will assist in providing visual relief, interest and street appeal. Through sustainable materials and symmetrical design, the presence of this commercial development will enhance the looks of Gulf to Bay Boulevard. Further, the proposed design is consistent with recently approved developments in the immediate vicinity such as the new Publix supermarket located on the southeast corner of the intersection 2 between Gulf to Bay Boulevard and Belcher Road, while remaining harmonious with the various designs of the existing developments and commercial uses in the immediate area such as Belcher Crossings located at 401 S. Belcher Road. For those reasons, the proposed improvements to the site will be consistent with the surrounding character; providing an enhanced building and providing further encouragement for redevelopment in the area. The development of the proposed retail center is a permissible use within the Commercial District. 6. No adverse effects relating to visual, acoustic, olfactory or hours of operation issues will be created by the proposed development. No visual obstructions are being created with the proposal and the development plan will improve the existing situation of landscape buffers and building setbacks. The hours of operation for this new retail center will mirror the operating hours of the surrounding businesses, Monday through Saturday from 6 am to 9 pm and Sundays from 9 am to 6 pm. COMPREHENSIVE INFILL REDEVELOPMENT CRITERIA (Code Section 2 -704 (C)) 1. The subject site is located on a double corner lot which has three (3) street frontages (i.e. Gulf to Bay Boulevard, Gunn Avenue and Cornell Street). This feature creates a special condition which is not commonly applicable to other parcels in the same zoning district. To keep the project practical, the development proposal is requesting a number of reductions: Front and Side Setbacks: Reductions to front setback on the south side along Gulf to Bay Boulevard and the east side along Gunn Avenue from 25 feet to 15 feet and on the north side along Cornell Street right -of -way from 25 feet to 10 feet, and side setback along the west property boundary from 10 feet to 4 feet are requested to maintain the development practical. These reductions of setback are crucial to accommodate the proposed surface parking, drive aisles and drive -thru lane. The need for two drive aisles within the proposed development is imperative to create efficient traffic circulation within the site. Without efficient traffic circulation the project will be unattractive to potential tenants and customers and therefore the project will be impractical. Maximum Height: Increment of maximum building height from 25 feet to 30.5 feet is requested to maintain the development practical. The increment of maximum building height is crucial to implement multiple horizontal and vertical step- backs, columns and flat copulas defining the roof top which will provide visual relief, interest and street appeal. Not including a modern and elegantly appointed elevated fagade will 3 make the retail center unattractive to potential customers and tenants and therefore the project will be impractical. 2. Retail and restaurant use is permissible within the district where the subject site is located and is allowable within the future land use designation. The requested reductions for landscape, parking, stormwater and traffic will not provide negative effects on the adjacent properties and surrounding sites which is a goal and policy of the comprehensive plan. Further, the proposed development will provide the citizens of Clearwater with convenient access to goods and services without adversely impacting the integrity of the Skycrest and Lakesiders neighborhoods, diminishing the scenic quality of Gulf to Bay Boulevard or negatively impacting the safe and efficient movement of people within these neighborhoods. For this reason, the development proposal is consistent with the goals and policies of the comprehensive plan as well as the intent and purpose of the Commercial District. 3. The development of the new retail center will not impede the normal and orderly development and improvements of the surrounding areas. Contrary, the proposed development will have a positive effect on the surrounding property values by providing and promoting further investment in this area 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. Opposite, the proposed development will be consistent with the surrounding character; providing an enhanced landscape and providing further encouragement for redevelopment in the area. 5. The proposed development is, compatible with the adjacent land uses. The current land uses on the adjacent properties are: retail /services (Express Lube & Repair) to the west, retail (Albertson's & Payless Shoes) to the east across Gunn Avenue right -of -way, retail /services (AutoWay car dealership) to the south across Gulf to Bay Boulevard right -of -way and residential to the north across Cornell Street right -of -way. Further, some of the existing commercial developments in the vicinity such as: (1) the new Publix supermarket located on the southeast corner of the intersection between Gulf to Bay Boulevard and Belcher Road and (2) "Belcher Crossings" located at 401 S. Belcher Road, approximately 0.3 miles east of the subject site have the same proposed land use (Restaurant and Retail). Based on the above, the proposed design will not alter the essential use characteristics of the neighborhood. Further, the proposed retail center will be a significant contributor to the City of Clearwater economic base by creating new jobs. The proposed development will also upgrade the surrounding sites by providing further encouragement of investment in the vicinity and contribute to the land value in the area. The current assessed value of the land is $2,200,000 with a projected value of $3,318,000 upon competition. 4 • 0 Q a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in the Commercial District because the proposed land uses are retail and restaurant which are part of the allowed land uses within the General Commercial zoning district. In addition, the proposed retail center will bring additional encouragement for appropriate improvements and developments in the area. b. N /A. C. The design and intensity of the proposed development will be consistent with the approved development trend for the vicinity, the established character of the area and the existing built environment since the project was designed using parameters below the maximum development potential set for the Commercial General (CG) zoning district (i.e. 0.55 maximum Gross Floor Area and 0.95 maximum Impervious Surface Ratio). Further, the project scale will be in the same range of those existing commercial developments in the vicinity such as: (1) the new Publix supermarket located on the southeast corner of the intersection between Gulf to Bay Boulevard and Belcher Road, (2) "Belcher Crossings" located at 401 S. Belcher Road, approximately 0.3 miles east of the subject site, (3) the CVS located at the northeast corner of Gulf to Bay Boulevard and Belcher Road, (4) Albertson's located at the northwest corner of Gulf to Bay Boulevard and Belcher Road among others. Therefore, the proposed development supports the design, scale and density of the area. d. The design will create improved form and function by providing improvements such as; a new and exciting building designed with architectural interest and detail including changes in horizontal and vertical building plane, columns, flat cupolas, cornices, porticos and awnings, variety in materials, color and texture, building stepbacks and distinctive roof forms, installation of substantial new landscaping which is tolerant to the Florida environment, providing appropriate site drainage, and the new of improved, sufficient and effective parking and loading areas. e. The proposed development will provide appropriate landscape buffers (15 feet) along Gulf to Bay Boulevard and Gunn Avenue. However, reductions to the landscape buffer along Cornell Street (10 feet) and along the west property boundary (4 feet) are requested. For perimeter buffers, the proposed landscape program includes a total of 23 new shade trees and preserves six (6) shade trees (i.e. 4 Live Oaks and 2 Cedars) along the north property boundary. Also, the landscape plan includes 509 new shrubs comprised of two levels of plantings (Hibiscus and Dwarf Yaupn Holly) and 100% ground cover and small plants comprised of five different colorful and drought tolerant species (Royal Purple Liriope, Evergreen Giant Liriope, Fashion Azalea, Taiwan Dwarf Ixora and Dwarf Variegated Ginger). Based on the above, the proposed landscape program • • exceeds the minimum amount of landscape material required by Code in Section 3 -12 (i.e. 1 shade tree and 181 shrubs). Besides, the proposed shade trees and palms exceed the minimum plant material standards (i.e. height and caliper) as well as the minimum tree grade (i.e. Florida Fancy Grade) prescribed by Code in Section 3 -12. Additionally, the proposed landscape plan preserves three (3) live oak trees (36 ", 34" and 20" DBH) located on the northwest corner of the subject site. These existing live oak trees will improve the new landscape by creating a positive visual effect on Gulf to Bay pedestrians and upgrade the look of surrounding sites. Thus, the proposed development meets the goals and visions relating to appropriate buffer and enhanced landscape design. M 0 0 and 20" DBH) located on the northwest corner of the subject site. These existing live oak trees will improve the new landscape by creating a positive visual effect on pedestrians and upgrade the look of surrounding sites. • Approximately 86% of all open available green space contains five different ground cover and small plantings (i.e. Royal Purple Liriope, Evergreen Giant Liriope, Fashion Azalea, Taiwan Dwarf Ixora and Dwarf Variegated Ginger) which will provide a better appearance than turf. • The proposed retaining walls will be constructed using anchored or interlock split - face concrete block that has a rough stone -like texture to provide a decorative and distinctive look to the site while enhancing the proposed landscape planting. 2. LIGHTING Outdoor lighting is designed to meet required code. 3. COMMUNITY CHARACTER The proposed installation of more than 2,000 new plantings, consisting of 18 different varieties will provide immediate visual rewards to the vicinity and community. The landscape plan includes six (6) different species of shade trees, accent trees and palms, and contains 12 different species of small plants and ground cover. Additionally, the proposed plan provides landscaping that is tolerant to the Florida environment. 4. PROPERTY VALUES The number, size, quality and balanced design of the proposed plantings will offer upgraded and positive value to the immediate vicinity. 5. SPECIAL AREA OR SCENIC CORRIDOR PLAN The landscape design includes five (5) tiers of plantings along Gulf to Bay Boulevard and Gunn Avenue, four (4) tiers of planting along Cornell Street and one tier of planting along the west property boundary as desired. The proposed landscape design will contain up to seven (7) different levels of planting and tree heights which will provide a greater feeling of depth. The plant selection is drought tolerant which has the best chances for success in the adverse summer conditions. ' The use of flowering trees (i.e. Southern Magnolia, and Crape Myrtle) and plants (i.e. Chinese Hibiscus, Fashion Azalea, Dwarf Taiwan Ixora, Dwarf Variegated Ginger, Swamp Lily, Bird of Paradise and Royal Purple Liriope) will maintain the landscape beautifully colorful all year round. 2 • COMPREHENSIVE LANDSCAPE PROGRAM NARRATIVE NEW RETAIL CENTER AT 2094 GULF TO BAY BOULEVARD CLEARWATER, FLORIDA 33765 HPE PROJECT: 07- 001 -EEC DESCRIPTION OF REQUEST To allow the following landscape reductions: - The landscape buffer along the north property boundary (Cornell Street) from 15 feet to 10 feet. - The landscape buffer along the west property boundary from 5 feet to 4 feet. - The number of trees required for interior landscape from 22 to 18 trees in order to preserve two (2) mature live oak trees located within a proposed 1,428 square feet island that could hold up to nine (9) new shade trees. - No use of foundation planter on the building fagade with frontage along the east right -of -way (Gunn Avenue). 1. ARCHITECTURAL THEME A. N/A B. To provide a landscape plan that is demonstrably more attractive the following are some of the measures taken: • A balanced design that mixes flowering and non flowering shade trees, accent trees and palms, flowering and non flowering shrubs of different sizes, and green and variegated small plantings and ground cover. • The landscape plan consists of over 1,650 new plantings throughout the property and provides up-to five (5) tiers of plantings along all property lines. • A total of 83 new shade trees, accent trees and palms are proposed at 8 feet or more in height, these plantings will provide substantial visual enhancement to the site and streetscape. • The proposed shade trees and palms exceed the minimum plant material standards (i.e. height and caliper) prescribed by Code in Section 3 -12. • All proposed trees are of the Florida Fancy Grade exceeding the Florida Grade #1 quality prescribed by Code. • The proposed landscape plan preserves three (3) mature live oak trees (36 ", 34" 1 ORIGINAL K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) R 02 1007 EI Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: PINING DEPARTMENT • Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. OF OCEARWATER • 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. O 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. X 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 ana /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. 0 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 application. Signature of prkperty r or representative M7 STATE OF FLORIDA, COUNTY OF PINELI A$ Sworn to a d subscribed before me this S r day of M'a C o� , A.D. 20 3-7—to me and/or by Uo- .c+,a., P. Percr --Ao who is personally known has produced as Identification. ,024A . iI A -'--N A My commission expires: .40nar1.4r 1 l-Qrrc —C ld Cs /tS5 32 1' .S¢.G r-C+ I X s 2 /I'I o /a r-t, L L C- S:1Plannning Department\Application Forms\development review\2006 Forms \Comprehensive Page 7of8 MICHAEL T. ARCHEY EXPIRES: September 9, 2007 ;a*O li u NQ t& pubpc UndennRens 0 0 N. AFFIDAVIT TO AUTHORIZE AGENT: Provide names of all property owners on deed — PRINT full names: ' • i i ' i I G FAY . . 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): i 3. That this property constitutes the property for which a request for a: (describe request) 4. That the undersigned (has/he%*) appointed and (does/do appoint: DV id- & iYo %» R S PRFS [ Ayr o f- Azya f/S as (his/their) agen(((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 1we), the unde ned rity, hereby certify that the foregoing is true and correct. Al TA 1pertl Owner Property Owner ssanglyr Property Owner $ £CR E T R y/ Property Owner STATE OF FLORIDA, . COUNTY OF W46bb aS 6R d t d/gRd. Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this 7 �� day of AI _J� 2001 personally appeared J W*4rlf,4A/ / 7 . '0C&R14Af2G who having been first duly sworn Deposes and says that he/ehelfuily understands the contents of the affidavit that ha/skie signed. QVAE*JWIi1JA"M 'd No" pwk • Sim of Kbrw ar Mr cfm NOnApr 1t, 210! �„a GomOkebnlQp28p29p P bli Si t Notary Seal /Stamp otary u c gna ure My Commission Expires: Pi PR . I I , a-0 6 8 RECEIVED MAR 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER S:Tlanning DepartmentlApplication Forms\development review\2006 Forms\Comprehensive Infill Project (FLD) 2006.01.doc Page 8 of 8 LEGAL DESCRIPTION Lots 1 through 10, Block A. GUNNS ADDITION, as shown on the map or plat thereof, as recorded in Plat Book 11, Page 88, Public Records of Pinellas County, Florida. ORIGINAL. RECEIVED V;A,R 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 03/09/07 12:27 FAX 8135381353 405852 NORTH FLA. DIST. X001 WRITTEN CONSENT BY THE SOLE MANAGER or- CARLISLE MOTORS, LLC The undersigned, being the sole manager of Carlisle Motors, LLC, a Delaware limited liability company (the "Company "), does hereby waive all formal requirements, including the necessity of holding a formal or informal meeting and any requirements for notice; and does hereby consent in writing to the adoption of the following resolution, taking said actions in lieu of a formal or informal meeting. Now, therefore, be it: Resolved, that Jonathan P. Fernando, as the Assistant Secretary of the Company, be and is/was hereby authorized, empowered and directed, in the name of and on behalf of the Company, to execute the following documents: (i) Flexible Development Application (executed on March 1, 2007); (ii) Joint Application for Environmental Resource Permit / Authorization to Use State Owned Submerged Lands / Federal Dredge and Fill Permit (executed on March 1, 2007); (iii) Affidavit for Agent Authorization (executed " on .March 9, 2007); and (iv) Affidavit to Authorize Agent (executed on March 9, 2007) [copies of the foregoing items (i) -(iv) are attached hereto), all related to property located at 2092 -2094 Gulf -to -Bay Boulevard in Clearwater, Florida_ This consent action is hereby dated March. 9, 2007. In witness whereof, the undersigned, being the sole Manager of the Company, has executed this Consent Action as of the date written above. SO E MANAGER: AMES R. )'SENDER ORIGINAL RECEIVED VAR 13 2007 PLANNING DEPARTMENT N:1DispositionslAutoway Lincoln-Mercury ITY OF CLEARWATER ercuty - Clearwater, ... h:.. ... .. }Q _.. ORIGINAL. RECEIVED MAR i_ 3 2007 PLANNING DEPARTMENT INR±ES � KARLEpi F. OF >lIA o CIE ( OF l)OIRT . ClT Y,OF CLEARWATER A(X T PPELI Ali CO WY, FLORIDA { DHQ1a ° D D-0O2— 00 9.32:57 MD 1 i Prepared By and Return To: J IS Robert V. DiAlberto S FEES lR � IK: WG: : Senior Real Estate Counsel �,,d►'� MTF --- RMIW 006 PW 1 0.50 AutoNation, Inc, 1� .J- P/C DOC BTAIP - DR219 3 $00 110 SE 6th Street, 219th Floor Ft. Lauderdale, FL 33301 TOW �''L TOTAL: 0.20 Attn: Real Estate Legal Department • CK i9AL P DM Jam: 029.20 CHG AMT DIRINiE: $.00 BV DIM MIX I WARRANTY DRWn P N LLAO CO C NK 110798 F0 15 ' THIS WARRANTY DEED made and executed this 27* day of December, 1999, by CARLISLE MOTORS, INC., a Florida corporation. whose post office address is 2085 Gulf -to. Bay Boulevard. Clearwater, Florida 33765, hereinafter called the Grantor, to CARLISLE • MOTORS, LLC, a_ Delaware limited liability company, whose post oiHce address is 110 SE 6th { I Street, 20th Floor, Ft. Lauderdale, FL 33301, Attn: Real Estate Legal Department, hereinaft called the Grantee. WITNESSETH: That the Grantor, for and in consideration of the sum of Ten Dollars (510.00) and other valuable consideration, the receipt and sufficiency whereof is hereby d admwledged, by these presents does grant, bargain, sell, alien, remise, release, convey and confirm unto the Grantee, all that certain land situate in Pinellas County, Florida, viz: I� { t , `'`L' • " SEE EXHIBITS "A" THROUGH "D" ATTACHED HERETO; :'irtr l Tax Follo Numbers: 3/29/15/00000/140 /0400, 13/29/15/02520/000 /0040, 13/29/15/025201000 /0090, 13/29/15/02538/000 /0010, 13129/15/34812/001 /0010. i 30/28/16/07254/000 /0080, 30/28/16tO72S4/000/0081 I TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. SUBJECTTit: 1. Taxes for the year 2000 and subsequent years not yet due and payable. 2. Restrictions, reservations & easements of record, if any, which are not reimposed hereby. 3. All applicable zoning ordinances, other land use laws and regulations, and all . applicable regulations and restrictions imposed by governmental authorities. 1 r• �FY• y�!:• TO HAVE AND TO HOLD. the same in fee simple forever. I r ,� ���y'r;j�4 {i7:7� �ri+� ,. 'l�v;i� . •i.. � •� : •:•v• '.r..,y; : w'..� r ':'�:.e� }ai p:� .�'F dtn .C1�•�ti:� ':, '�'d: r, d rwi .. w. d, i I� P ( . f .3 .,:' • • ter•. • 4rf nn� w' ...'..a!• "•. i•i} •('�(4'C, �;7 Irv; INS . ;�ji'(�14(I; .y �1 ..�j � .., ,.'� t,�A.n, •�+' :.. .• 'M1 Y.�' ik�. � I . f ' _�''}��cc d I Itt ({1 Ij;�I4FFi •'A,,,.Ss�•�:."'•• .... • @r,�f..: "• y tr!•)mf:..'y•....:p�rS t II, {" t ,i�+•� 'I �t f� 1�•+ t''ur:' r, •r. ,.•r•ti�rA. :P. 9;; k•': ,P�;'4•F r! t ;,•'11 I t �rr111"' ��f i I 1 rr� }.gyy��gqt1a. ., ..' ., ; ..y. .. I�± {{Sf�,tA �y.:•Y;1y'�a�• '.. �il yl t+'4� e i II� li ���III� 1'.wHFs'�nu'C:,ni.�:,p .l'w: . •,��"�, . J�:.Ir. • `rF �R�ri' Ir1�li �III � � �t'•• : 1 n•T.Y �.. M: i ill { � , Description: Pinellas,Fi Document- Book.Page 10799.1584 Page: 1 of Order: lee Comment: I It jo"10�lj' qi i �}q�r I lit §itl v;c I�lli' fill. I • I I � ' ! Q t�•. n ttl .. .•,rv;� ! >ii r j �! N , 1 ice• �r I � (�,;�.� H, � Ci% �jl.: . Y; � 2�h.:P h�;.;i ,ii�,.. F. ,� ,� � � •fir. ,�i >x. PINELLRB COUNTY FLR. OFF.REC.BK 10799 r0 1503 AND the Grantor hereby covenants with said Grantee that it is lawfully seized of said land in fee simple; that it has good right and lawful authority to sell and convey said land, and that said land is fim of all encumbrances except the matters heroin -above mentioned to which the deed is made subject. The Grantor does hereby iWly warrant the title to said land and will defend the same against the lawful claims of all persona whomsoever. Notice to Recorder: This deed evidences and clidiles dde resulting from a statutory merger between the grantor, a Florida corporation as the merging entity and grantee, a Delaware limited liability company, as the surviving entity. Delaware law governs the surviving entity and provides for the transfer of the referenced property by operation of taw. Minimum tax Is paid hereon and no additional documentary stamps tax is due. See, TAA99(B)4010. Wherever used herein the terms "Grantor" and "Grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations. IN W[TNESS WHEREOF the Grantor has signed and sealed these presents to be effective the day and year first written above. Signed, Sealed and Delivered In the Presence of-. STATE OF FLORIDA } ) ss: COUNTY OF BROWARD ) CARLISLE MOTORS, INC., a Florida corporation By: -2� L J ES O. COLE, Vice Preq4ent L ORIGINAL RECEIVED VAR 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER The foregoing instrument was acknowledged before me this 271 day of December, 1999 by JAMES O. COLE as Vice President of CARLISLE MOTORS, INC., a Florida corporation. on behalf of the corporation. He is personally known me. NOTARY I . STATE OFn61DA 1 I i {Print, Type or StarMiCo i i ontd memo -%fNnftrw Pu lic) 1 W C=1460=16 li >N��sbsta;s 2 Description: Pinellas,FL Document- Book.Page 10799.1584 Page: 2 of Order: lee Comment: ............. ............ - -- ....__....._...--- ..__.... - -----__........_---..__......- ' t PINELLAS COUNTY FLR, OFF,REC.9K 10799 PO 1596 3XXXXt? A (L1ae4ln- xe3ousy, 2086 Ouil -tO -stay Seuiewrd Lots 2r 3, 4, 9, 10, 11 and 12. BAMOW 31=2V18i0N, according to 1 the plat thereof recorded in Plat nook 26, page 75, public Records ? of Pinellas county, Florida, less existing road right -of -way for Bamboo Lane. AND Lots 1 and 2, BAMBOO 19UBDIVXSZON REPLAT, according to the plat ' thereof recorded in Plat Book 29, page 42, public Records of Pinellas County, Florida, lean existing road right -of -way for Bamboo Lane and Gulf -to -Bay Boulevard. AND From the Northwest corner of the Northeast 1/4 of the Southeast 1/4 of Sectiolr 13, Township 99 South, Range 15 East, ruts thence South 1 89 deg. 21039" East, 290.60 feet along the Nast and West Centerline. for point of Beginning; run thence South 0 deg. 380210 west, 180.0 feet along the Basterly line of Bamboo Subdivision as recorded in Plat Bock 28, page 75, of the Public Records of Pinellas County, Flaridaj thence continue along the boundary of said subdivisions South 89 deg. 21139" East 97.07 feet: thence run South 0 deg. 241210 Nast, 487.38 feet to the Southeast corner of said Bamboo I f subdivision] run thence South B9 deg. 1511409 Nast 78.66 feet more or less, to the Masterly line of property described in Desk Book 3552, page 629 at the Public Records of Pinellas County, Fioridaj run thence North 0 dog. 40123" Sant, 667.44 feet, more or leas, to j a point an the Rest and West centerline of Section 13, Townshipp 29 i South, Range 16 East; run thence North 89 deg. 21039" West, along f Paid Past and West centerline 185.00 feet to Point of t+eginniag, less existing right -of -way for Gulf -to -Hay Boulevard. AND Begin at the Northeast corner of the Northwest 1/4 of the Southeast 2/4 of Section 13, Township 79 South, Range 15 Bast, for a Point of Beginning; ruts thence North 89 deg. 231118 West, along the Bast - West centerline of said Section 13, 481.0 lestj thence South 00 deg. 26131" Best, 301.85 feet] thence North as deg. 26112" Nest, 158.61 festj thence South 00 deg. 32.31" East, 263.47 feetj thence South 69 deg. 13121" Bast, 639.04 faetj thence North 00 deg. 25114" West, $66.61 feet to the Point of Beginning. less existing road right -of -way for Gulf -to -say Boulevard. i 13/29/13/0252O ?OOO /0o40 ORIGINAL ' 12/29/15/02x39 %coo /0010 RECEIVED VAR 13 2007 PLANNING (DEPARTMENT CITY OF CLEARWATER Description: Pinellas,FL Document- Book.Page 10799.1584 Page:.3 of Order: lee Comment: 9 PINCLLAS COUNTY FLA. crr.mic.ex tong pa tis? (weed'ears" 20,92 ftLj a" fty 30"eva") Lots 2. 2. 3, 4# 5• 1• 1, 0 9 and 10, Slock A. O>btlNB A=XTION, acclardim to the plat thazwe recorded in plat sock 110 page Is, Pubuo Records at PL"21" Munty, Incrida. &3/2*/%5/34f%2/O0%/0o3.O . ORIGINAL RECEIVED %R 13 100 PLANNING DEPARTMENT CITY OF CLEARWATER A'k 11 -i� A II Description: Plnellas,FL DOCUMent-Book.Page 10799.1584 Page: 4 of Order: lee Comment: I, J, i, �� 11 VI Y; Ilk I K ... _..... .... _.._._ .. ................. . .... .._ ... ......... _...... 11-1 ... . ...... ... - ....... ........... .... ... . ... 01-1-1-.... x==zT C P 3NCLLAS COUNTY rim. (Rainbow Drivel arr ,Ric .eK mss Pa isee That part ae the southeast 1/4 of the Northeast 1/4 of Section L3, Town ip 29 South, Amiga 16 past, Pinellas County, Florida, described as lollowse rt'Cni the southeast Corner of the Southeast 344 at the ]northeast L/4 of said section 13, Township 20 South, Range ii Mast, run thenoo Korth 89 deg. 221440 Whet along the Bast - Wrest aeatarline of said section 3.3, 00.0 leetW thence north 0 deab� 00.020 Wont, along Westerly right -of -way line of Belcher ]load, 700,06 feet to the point of intersection of the south right -of -way lint of Rainbow Drava and the Want sight -of -way line of Belcher Roads thenca Worth 89 deg. 27.440 Mast 01=9 the South right -ot -way line of Rainbow Drive, 200.0 test for the point of Beginnings thence South 0 de . go* gas last, 3,29.96 feet to a point for corners thence North so %. 24,21" Rest 274.47 feet to the Mat right -of- way line of Main 3►venue to a point for cower. point elm being :!Worth o de zs•BS■ Kest 530.00 last from the North ri t -of -tray line of Quit to say Boulavardp thane Berth 0 de p. 23 •sa0 West along said Rant right- of-way line x.30,0 feet to the intersection of the 8auth right -of way line of Rainbow Drive and past right -of -way line of Main Avenue; thanaa South 19 deg. 24.380 past along the south right- of-way line of Rainbow Drive, 309,48 feet to a point on the South right -of -way line of Rainbow Drives thence continue south 09 deg. 22.440 East along the South right+ -of -way line of Rainbow Drive, 66.79 feet to the point of Beginning. 13/29/35/00000/140 /0400 ORIGINAL. RECEIVED Ni:aR 1 a 200 PLANNING DEPARTMENT CITY OF CLEARWATER i I I. a y • 1 cM le �• ' • I f; �• i i� f � 'ti;u �i i.p��[Jtlf•Y_!'4� N•. :�•: �• .., ...: J�'' •I':'w n'� °.:�t .,U Description: Pinellas,PL Document- Book.Page 10799.1584 Page: 5 of 6 Order: lee Comment: i PSNELLA9 COUNTY FLA. OPF,REC.6K 10790 PO 1568 I grarr a (V.A. zighway is worth) Lot 8, less the North 5 fast of BR A BAVSN, UNIT M, according to the slap or plat thereof as recorded in Plat Book 25, age 60, of the Public Records o! Pinellas county, Florida, LESS 11Nt3 vxcx pT the following portion thereof: Commoncs at a railroad spike marking the southeast corner of the Northwest 1/4 of Section 30, T wnship 28 Routh, Range 16 Mast, thence North 00 deg. 23,44• Nest j.,125.28 feet along the Meet bouidory of said yorthwast 1/4, thence south 49 deg. 53156■ Neat South009 deg- 53'566 southeast Wont 5 7.99 9sitoaflong said Southh IA thence Lot for a POINT OF SdaiNNINQ, continue thence South 49 deg. $3'560 West 123.10 feet along said South line to the Southwest corner of said Lot, thence North 05 deg. 0412OR East 140.37 feet along the Want line of said Lot, thence North 89 deg. 33•s6• Most 164100 feat, thence South 0 dog. 06004' Bast 26.00 fasts thence South 26 041268 West 136.95 fast to the pOYNT OF SROINININO. Lssa ax Stung right -of -way for U.S. Righway 19 north. 11ND Lot 9, BELLS HAVEN, UNIT 9, according to the map or plat thereof recorded in Plat Book 25, page 60, of the Public Records of Pinellas County, Florida, LESS AND EXCEPT the following 2 portions thereof.- 00 The Bast SIB feet thereof. (2) Commence at a railroad spike marking the Southeast corner Of the Northwest 1/4 of Section 30, Townahip 28 South, Range 26 8ast) thence North 00 deg. 23.4441 Went 1,340.26 fast along the Mast boundary of said Northwest 1/4) thence South 49 deg. S3tS6• west 100.00 test to the Southeast corner of said Lot) continue thence south 99 dep- 53#56■ Nest 544.00 foot along the South line of said Lot for a Pol= OF BWjWNINO) continue thence South 89 deg. 53'56" West 136.97 feet to the Southwest Cartier of said Lot) thence North 05 dap. 04.20" Mast 145,58 test along the Wsst,Aine of said Lot to,the Northwest cornier Of said Lot) thence North 69 deg. 53,56" Bast 123.10 feet 230440 East 1x43.00 Let to the POINT OF BRO=NNINO.�Laos existing right -of -way for Mvans Road. 30/28/16/ 0 7234/000/00$0 ORIGINAL RECEIVED 30/20/16/07254/000 /0091 MAR 1 a 2007 kNNING DEPARTMENT Description: Pinellas,PL Document- Book.Page 10799.1584 Page: 6 of 6 Order: lee Comment: PARKING DEMAND STUDY FOR NEW RETAIL CENTER 2094 GULF TO BAY BOULEVARD CLEARWATER, FLORIDA 33765 Prepared for: FRANCHISE CAPITAL GROUP, INC 630 Chestnut Street Clearwater, Florida 33756 Prepared by: HIGH POINT ENGINEERING, INC 630 Chestnut Street Clearwater, Florida 33756 (HPE Job No. 07- 001 -EEC) I r I* Z Date: April 1, 2007 2G( F-ec �I;I N Q' 3. t i 2 ', o-0 1 • • OBJECTIVE The purpose of this report is to summarize the results of our parking demand study for the proposed retail center to be located at 2094 Gulf to Bay Boulevard. The parking demand study was performed to estimate if the proposed 80 parking spaces could satisfy the future parking demands at the proposed retail center. BACKGROUND The proposed 1.768 acre project site is located on the' northwest corner of Gulf to Bay Boulevard and Gunn Avenue in the City of Clearwater, Florida, and is identified by the Pinellas County Property Appraiser as Parcel # 13- 29 -15- 34812 - 001 -0010. The site is located in the Commercial (C) zoning district, and is currently occupied by a car dealership with 90 parking spaces. The proposed plan for this site contemplates a- commercial mixed use development containing 3,313 square feet of restaurant and 10,658 square feet of retail. The proposed restaurants are a Krispy Kreme Doughnuts (with drive - through) and a Subway. The retail tenants are presently unknown. The City of Clearwater Community Development Code (Code) requires 15 parking spaces per 1,000 square feet of restaurant space and 5 spaces per 1,000 square feet of retail space. The Code requirement for the proposed development is 103 parking spaces. Section 3 -1405 of the Code provides for shared parking. Using this provision, the proposed development would require 98 parking spaces at the highest sum. The proposed site plan for the development indicates a total of 80 parking spaces on -site, representing a deficit from the Code requirements of 18 on -site parking spaces. See Attached: • Proposed Retail Center Parking Layout (Exhibit A) • Shared Parking Table /Section 3 -1405 (Exhibit B) DATA COLLECTION AND EXISITNG CONDITIONS For the purposes of this study, parking observations were undertaken at an existing restaurant/retail center located at 401 South Belcher Road, Clearwater, Florida 33765. The observations took place on Saturday March 10, 2007, and Monday March 12, 2007, from 9 a.m. to 9 p.m. The parking observations consisted of identifying the number of parking spaces occupied at 60- second intervals. The weather on both days was sunny and warm. Additionally, the counts were taken in March which is during the peak season for tourists and seasonal residents in Pinellas County. The existing restaurant/retail center was selected as the best source of data for this study due to its proximity to the proposed project site (0.3 miles), land use, building size, degree of occupancy, retail composition and customer base. The existing center has approximately 9,140 square feet of Gross Floor Area (G.F.A.) / Gross Leasable Area (G.L.A.) and is fully- occupied by five tenants. Commercial uses include three restaurants (Fire House Subs, PJ's Coffee, and Pizza Hut/Wing Street) and two retail stores (Extreme Tan and Smoothies and Big League Parking Demand Study April 1, 2007 New Retail Center at 2094 Gulf to Bay Boulevard s 9 Haircuts). The parking lot for the existing center is comprised of 47 parking spaces including two handicap parking spaces. The observations taken on Saturday, March 10, 2007, show the peak parking demand occurred between 11:00 a.m. and 11:30 a.m. At the time of observation, 28 of the 47 parking spaces were occupied, leaving 19 available spaces. The Peak Parking Demand Ratio to Gross Leasable Area was 3.05 per 1,000 sq. ft. G.L.A. The data also indicates that between 10 a.m. and 4 p.m. the parking lot had a parking demand ratio between 2.18 and 3.05 per 1,000 sq. ft. G. L.A. On Monday, March 12, 2007, two peaks were observed between 1:00 p.m. and 1:30 p.m. and between 6`00 p.m. and 6:30 p.m, with 27 of the spaces being occupied, leaving 20 unoccupied spaces during these periods of highest usage. The Peak Parking Demand Ratio to Gross Leasable Area was 2.94. per 1,000 sq. ft. G.L.A. Further, the data indicates that between 4:30 p.m. and 8:30 p.m. the parking lot had a parking demand ratio above 2.0 per 1,000 sq. ft. G.L.A. See Attached: • Peak Period Parking Demand Summary Tables for Saturday, March 10, 2007, and Monday, March 12, 2007 (Exhibit C) • Peak Period Parking Demand Ratio to Gross Leasable Area Graphs for Saturday, March 10, 2007, and Monday, March 12, 2007 (Exhibit D) PARKING DEMAND ANALYSIS In the parking demand analysis, the parking demand measured at the existing retail center is used to estimate the parking demand at the proposed retail center. Exhibit D illustrates the Peak Parking Demand Ratio to Gross Leasable Area at the existing retail center. During the two days of observation at the existing retail center, parking demand was significantly less (2.94 to 3.05 per 1,000 sq. ft. G.L.A. in peak periods) than the available Parking Supply Ratio to Gross Leasable Area (i.e. 5.25 per 1,000 sq. ft. G.L.A.). Table 1 shows the results of a statistical analysis of the parking demand for the existing retail center. Based on the proximity and similarities between the existing and proposed retail centers, the parking demand results obtained during the parking study can be extrapolated and used to project the parking demand in the proposed retail center. Thus, the highest expected Peak Parking Demand Ratio to Gross Leasable Area in the proposed retail center will be 3.05 per 1,000 sq. ft. G.L.A. Therefore, the projected 3.05 per 1,000 sq. ft. G.L.A Peak Parking Demand Ratio applied to the proposed retail center (13,971 sq. ft. G.L.A) calls for: 3.05 x 13,971 sq. ft. G.L.A / 1,000 = 43 spaces This number of parking spaces is less than the 80 parking spaces proposed so the probability that the expected parking demand for the intended building would be accommodated by the 80 parking spaces shown on the proposed site plan is high. Parking Demand Study April 1, 2007 New Retail Center at 2094 Gulf to Bay Boulevard 0 Table 1 Peak Period Parking Demand Projection (1,000 sq. ft. G.L.A) Period Saturday Monday 9:00 am - 10:00 am 1.96 0.98 10:00 am - 11:00 am 2.73 1.53 11:00 am - 12:00 pm 3.05 1.85 12:00 pm - 1:00 pm 2.84 2.40 1:00 pm - 2:00 pm 2.94 2.94 2:00 pm - 3:00 pm 2.51 2.07 3:00 pm - 4:00 pm 2.73 2.18 4:00 pm - 5:00 pm 2.62 2.40 5:00 pm - 6:00 pm 2.07 2.07 6:00 pm - 7:00 pm 2.40 2.94 7:00 pm - 8:00 m 2.07 2.07 8:00 pm - 9:00 prn 1.64 2.51 Peak 3.05 2.94 Mean 2.46 2.16 Range 1.96-3.05 0.98-2.94 Notes: Ratios rounded to two decimal. Source: High Point Engineering, March 2007. Furthermore, Average Peak Period Parking Demand data from Parking Generation, 3rd Edition (Institute of Transportation Engineers) for land use: 820 Shopping Center, 933 Fast -Food Restaurant without Drive - Trough Window and 934 Fast -Food Restaurant with Drive - Trough Window was used to estimate the parking demand for the proposed retail center. For shopping centers, Parking Generation, 3rd Edition contains Average Peak Period Parking Demand vs: 1,000 sq. ft. G.L.A. On a: Saturday (Non- December) and Monday through Thursday (Non- December) among others. For Fast -Food Restaurants without Drive - Through Window, Parking Generation, 3rd Edition includes Average Peak Period Parking Demand vs: 1,000 sq. ft. G.L.A. On a: Weekday for Hamburger and Non - Hamburger Restaurants. No data is available for weekend day. For Fast -Food Restaurants with Drive - Through Window, Parking Generation, 3rd Edition shows Average Peak Period Parking Demand vs: 1,000 sq. ft. G.L.A. On a: Weekday and Saturday. The Average Peak Period Parking Demand Ratios in 1,000 sq. ft. G.L.A. used for estimating the minimum off - street parking spaces required for the proposed retail center are as follows: Weekday: For Retail: 2.65 per 1,000 sq. ft. G.L.A (Shopping Center, Monday through Thursday, Non - December). For Subway: 8.20 per 1,000 sq. ft. G.L.A (Fast -Food Restaurant without Drive - Through Window table, Weekday, Non - Hamburger Restaurant). For Krispy Kreme Doughnuts: 9.90 per 1,000 sq. ft. G.L.A (Fast -Food Restaurant with Drive - Through Window, Weekday). Parking Demand Study April 1, 2007 New Retail Center at 2094 Gulf to Bay Boulevard *. �9 Saturday: For Retail: 2.97 per 1,000 sq. ft. G.L.A (Shopping Center, Saturday, Non - December). For Subway: No data available. Use 8.20 per 1,000 sq. ft. G.L.A (Fast -Food Restaurant without Drive - Through Window table, Weekday, Non - Hamburger Restaurant). For Krispy Kreme Doughnuts: 9.54 per 1,000 sq. ft. G.L.A (Fast -Food Restaurant with Drive - Through Window, Saturday). The minimum off - street parking required is: Weekday: 2.65 x 10,658/1,000 + 8.20 x 1,510/1,000 + 9.90 x 1,803/1,000 = 58 spaces Saturday: 2.97 x 10,658/1,000 + 8.20 x 1,510/1,000 + 9.54 x 1,803/1,000 = 61 spaces The estimated minimum off - street parking required for the proposed retail center is less than the 80 parking spaces proposed so there is a high probability that the expected parking demand for the intended building would be accommodated by the 80 parking spaces shown on the proposed site plan. CONCLUSION As demonstrated in the foregoing analyses, the proposed 80 -space parking lot at the proposed retail center (5.72 per 1,000 sq. ft. G.F.A.) is projected to be adequate to meet the development's parking demand during all periods. If you have any questions regarding the information contained herein, please do not hesitate to contact me. Sincerely, HIGH!.:POINT ENGINEERING, INC. IVY Qr& IiPGl les' ; ° dirici l gif , a � N. Parking Demand Study April 1, 2007 New Retail Center at 2094 Gulf to Bay Boulevard EXHIBITS Exhibit A Proposed Retail Center Parking Layout Exhibit B Shared Parking Table /Section 3 -1405 Exhibit C Peak Period Parking Demand Summary Tables for Saturday, March 10, 2007, and Monday, March 12, 2007 Observations Exhibit D Peak Period Parking Demand Ratio to Gross Leasable Area Graphs for Saturday, March 10, 2007, and Monday, March 12, 2007 Observations Parking Demand Study April 1, 2007 New Retail Center at 2094 Gulf to Bay Boulevard 0. EXHIBIT A 1• Parking Demand Study April 1, 2007 New Retail Center at 2094 Gulf to Bay Boulevard LLI Z) Z W Q UN. L.L. cw LEGAL DESCRIPTION Lots 1 through 10, Block A GUNNS ADDITION, as shaven on the map or plat thereof, m recorded In Plat Book 11, Page BB, Pudic Records of Pinellas County, Florida. SITE DATA 1. SITE AOORESS: 2o9r GULF TO SAY BOULEVARD CLEARWATER, FLONDA J3T� z. PROPERLY AREA: TTA03 SF (1.ia AGj 3. EASnND zoNND: c A. E)MT6IG LAND USE DESIGNATION: CG S. BUILDING SETBACKS: GUIF TO BAY BLVD. (SOU" • 952 FT GUNN AVE. (EAST) • 625 FT CORNELL ST. (NORTIO.83.A FT SIDE (WEST) • 51.0 FT 6. SITE AREAS: VEHIpANi USE AREA: U:'I1 SF (rs2XI BUUING AREA: 13,9T15F (1afY) GDEWALK.CURS.DUbPSTER: 6,rr16F (e.r%) PorA: 3,158 SF N9x) TOTAL IMPERVIOUS AREA: 552236E (71 M) PERVIOUS AREA te,W', 6F (23AY) TOTAL AREA: 77.000 6F (100X) T. FLOOR AREA • 11,911 SF (FAR -0.18) S oWNER: FRANCHISE CAPITAL GROUP, INC 6]0 C/ESTNUTSTREET CUEARWATER, FRDPoDA 33756 9. STORMWATER MANAGEMENT: WATER OUAUTY TREATMENT AND SO YEAR STORM EVENT ATTENUATION 10. FLOOOZGNE INSO1RMnnoN zoNE x 11. ALL MECNANCAL EDUPMENT S W4L SE SCREENED IN ACOORDANCE VAni TIE CIlY OF ClEM1YAlER CODE OF ORDINANCE 1L WASTE IANAGEMENT: TWO DUAPSTERS 11 TOTAL PARIONG:Iro SPACES FULL • T6 SPACES HNRDI -r SPACES I G irY d' PN. `I � � C X �iwe i RETNMNG WALL l I j CORNELL STREET i MST[ - DRIVEWAY APRON TO REMAIN GULF TO BAY BOULEVARD PROF; D J — MONIAEMSIGN N i I W ®. E I 1 I I 1 S GRAPHIC SCALE 1 " =20' i I I I I I SITE PLAN NOTES 1. ALL POINTS AND MONLRENTS SHALL BE SURVEYED IRON MOBILIZATION TO VERIFY TIOR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO TIE ATTENTION OF THE ENGINEER IN WRUNG PRW TO CONSTRUCTION. I 2. MONUMENTS AND OTHER SURVEY COOrROU POINTS SHALL BE PROTECTED FROM DAMAGE ANDp6TIMBNKE ffANY CONTROLPOINTSARE TIE ENGINEER OR AND RBFD,C SHALL BE THE RESPON618NTT OF LIE CONTRACTOR O NOTIFY THE ENGINEER AND REPLACE THE j OONiROL POINTS TO THEIR OILGINALOOpTON AT lIS OWN EXPENSE 1. REFER TO TOPOGRAPHIC SURVEY FOR ELEVATION DATUM A CONTRACTOR STALL REFER TO THE ARCHITECTIAAL PUVRS FOR EXACT L AND D tir4EN IONS OF EAT PORGIES. TRUCI( DOCKS, PRECISE BUUNND DIMENSIONS AND EXACT - BUILDING VTIUTY ENTRANCE LOCATIONS. VS.REFERTOSHEETCb]FOR CRO55 SECTIONS. MO WALL S. ALL DISTURBED AREAS ARE TO RECEIVE FOUR (4) INGIES OF TOP SOIL SEEO. MLAGII AND w WATER UNTIL AS A HEALTHY STAND OF GRASS IS ESTASUSHED. {� 1 x I i J/ PROPOSED PROPERTY CANE 47 SETBACK DR.ENSTON TOP OF BANK eoTroM of POND HEW ASN PAVEMENT KW CONCRETE PAO ISIOEWA.K W i n g Q 0s U a Z H = K"o L�CC -ti W 0 O z w Z_ 0 z MLW U C7 Z Z 5 a z z g mcoP,'AOD RmR SHEET: Sa629 BRAS 4 � 1 ].ALL PROPOSED PARANGA]RA'E AREAS TO BECURSEDWm- IFDOTTYPEOCUR3,1RlESS SPECIFIED OnERV15EALLCU> BRAN➢ 56HALLBECON6TRUCTEDNDTE XIUREDPERFODT J L v J Z INDEX NO.30r. Q uJ I a. NNAJM CURS RAOD 1S THREE (3) FEET, UNAESS OnERWiSE NOTED. EXACT RADII \ D( E IONSARESPECWMDHEREON. S. ALL DIAENSKYN. SH OWN ON PRAM ARE TOfACE OF BUILDING. EDGE OF PAVEMENT. FACE rF� v w Q I _ O CURBORCENTERUW: STRUGTURE,UAESSOTIERVASI:NOTED. Z . z 1D. nEWTEWOWFORTNSPROJECTS HWIMEETOREXCEEDTiECT'IOF pEA AMR GOMM W DEVELOPMENT CODE '_. ' 1 I O UG z ! 11: MONUMENT /MW SIGNS SHALL BE COMPLETED BY THE OWNERS SIGN CONTRACTOR Q '0 r Z 1LREFERTOARWIECTUULL FMMMUCN MMELECTRr LPUN. W J 13. REFERTOARCiTECTIAR ALPLAN" FOR DUDPSTER PAD SIZE. IDCATONANDi]ETNLS. _% W 0 REFER TO ARCHITK OPAL PUO5 FORTRANSFORH AER PAD SITE. LOCATION AND OETAIRS. < m tS.ALL BWNDARY ANDTOPOGRAPNCALBFORMAnONS11DWNWABTAKENFROM } I 1 I TOPOGRAPHIC SURVEY BY SVNCOAST LAUD SURVEI'ING, INC. DATED 1/1501. O Q Uj (t '0 Q Q I I -RET MNO WN.L �! J N Q i n v I 1 ? N �J i C7 O Z Z Z p W W O .2 W r Ld H Z LEGEND Z — o Z IT -5 W {� 1 x I i J/ PROPOSED PROPERTY CANE 47 SETBACK DR.ENSTON TOP OF BANK eoTroM of POND HEW ASN PAVEMENT KW CONCRETE PAO ISIOEWA.K W i n g Q 0s U a Z H = K"o L�CC -ti W 0 O z w Z_ 0 z MLW U C7 Z Z 5 a z z g mcoP,'AOD RmR SHEET: Sa629 BRAS 4 � 1 EXHIBIT B Parking Demand Study April 1, 2007 New Retail Center at 2094 Gulf to Bay Boulevard SHARED PARKING DIAGRAM PER SECTION 3 -1405 NEW RETAIL CENTER AT 2094 GULF TO BAY BOULEVARD, CLEARWATER, FLORIDA 33765 9 WEEKDAY WEEKEND Night Day Evening Day Evening LAND USE Midnight 9 a.m. 6 p.m. 9 a.m. 6 p.m. 6 a.m. 4 p.m. Midnight 4 p.m. Midnight Restaurant (3,313 SF) 10% 50% 100% 50% 100% 15 Spaces per 1,000 GFA = 50 Spaces 5 25 50 25 50 Retail (10,658 SF) 5% 70% 90% 100% 70% 5 Spaces per 1,000 GFA = 53 Spaces 3 37 48 53 37 TOTAL 8 62 98 78 87 9 • • EXHIBIT C Parking Demand Study April 1, 2007 New Retail Center at 2094 Gulf to Bay Boulevard PARKING DEMAND FOR PARKING LOT OF EXISTING RETAIL CENTER AT 401 S. BELCHER ROAD, CLEARWATER, FLORIDA 33765 TOTAL PARKING SPACES AVAILABLE = 47, PARKING SUPPLY = 5.12 per 1,000 sq. ft. G.L.A. Observations Taken on Saturday, March 10, 2007 Time Period Peak Period Parking Spaces Used Unused Parking Spaces Peak Period Parking Lot Occupancy ( /o) Peak Period Parking Demand (1,000 sq. ft. G.L.A.) 9:00 am - 9:30 am 15 32 32% 1.64 9:30 am - 10:00 am 18 29 38% 1.96 10:00 am - 10:30 am 23 24 49% 2.51 10:30 am - 11:00 am 25 22 53% 2.73 11 :00 am - 11:30 am 28 19 60% 3.05 11:30 am - 12:00 pm 24 23 51% 2.62 12:00 pm - 12:30 pm 20 27 43% 2.18 12:30 pm - 1:00 pm 26 21 55% 2.84 1:00 pm - 1:30 pm 27 20 57% 2.94 1:30 pm - 2:00 pm 24 23 51% 2.62 2:00 pm - 2:30 pm 21 26 45% 2.29 2:30 pm -3:00 pm 23 24 49% 2.51 3:00 pm - 3:30 pm 25 22 53% 2.73 3:30 pm - 4:00 pm 20 27 43% 2.18 4:00 pm - 4:30 pm 15 32 32% 1.64 4:30 pm - 5:00 pm 24 23 51% 2.62 5:00 pm - 5:30 pm 18 29 38% 1.96 5:30 pm - 6:00 pm 19 28 40% 2.07 6:00 pm - 6:30 pm 17 30 36% 1.85 6:30 pm - 7:00 pm 22 25 47% 2.40 7:00 pm - 7:30 pm 18 29 38% 1.96 7:30 pm - 8:00 pm 19 28 40% 2.07 8:00 pm - 8:30 pm 15 32 32% 1.64 8:30 pm - 9:00 pm 13 34 28% 1.42 0 PARKING DEMAND FOR PARKING LOT OF EXISTING RETAIL CENTER AT 401 S. BELCHER ROAD, CLEARWATER,.FLORIDA 33765 TOTAL PARKING SPACES AVAILABLE = 47, PARKING SUPPLY = 5.12 per 1,000 sq. ft. G.L.A. Observations Taken on Monday, March 12, 2007 Time Period Peak Period Parking Spaces Used Unused Parking Spaces Peak Period Parking Lot Occupancy N Peak Period Parking Demand (1,000 sq. ft. G.L.A.) 9:00 am - 9:30 am 8 39 17% 0.87 9:30 am - 10:00 am 9 38 19% 0.98 10 :00 am - 10:30 am 12 35 26% 1.31 10:30 am - 11:00 am 14 33 30% 1.53 11:00 am - 11:30 am 13 34 28% 1.42 11:30 am - 12:00 pm 17 30 36% 1.85 12:00 pm - 12:30 pm 17 30 36% 1.85 12:30 pm - 1:00 pm 22 25 47% 2.40 1:00 pm - 1:30 pm 27 20 57% 2.94 , 1:30 pm - 2:00 pm 22 25 47% 2.40 2:00 pm - 2:30 pm 17 30 36% 1.85 2:30 pm -3:00 pm 19 28 40% 2.07 3:00 pm - 3:30 pm 12 35 26% 1.31 3:30 pm - 4:00 pm 20 27 43% 2.18 4:00 pm - 4:30 pm 17 30 36% 1.85 4:30 pm - 5:00 pm 22 25 47% 2.40 5:00 prn - 5:30 pm 19 28 40% 2.07 5:30 pm - 6:00 pm 19 28 40% 2.07 6:00 pm - 6:30 pm 27 20 57% 2.94 6:30 pm - 7:00 pm 24 23 51% 2.62 7:00 pm - 7:30 pm 19 28 40% 2.07 7:30 pm - 8:00 pm 19 28 40% 2.07 8 :00 pm - 8:30 pm 23 24 49% 2.51 8:30 pm - 9 :00 pm 14 33 30% 1.53 0 0 EXHIBIT D Parking Demand Study April 1, 2007 New Retail Center at 2094 Gulf to Bay Boulevard PARKING DEMAND FOR PARKING LOT OF EXISTING RETAIL CENTER AT 401 S. BELCHER ROAD, CLEARWATER, FLORIDA 33765 DATA TAKEN: SATURDAY, MARCH 10, 2007 48 45 42 39 W 36 co) co) 33 W Q 30 a 27 0 z �e 24 Q d 21 a w 18 W Y15 Q d 12- 1 9 6 3 0, 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 am- am- am - am - am- am- pm - pm - pm - pm- pm- pm- pm- pm- pm- Pm- Pm- Pm- Pm- Pm- Pm- Pm- Pm- Pm- 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 9:00 am am am am am pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm TIME PERIOD J PARKING DEMAND FOR PARKING LOT OF EXISTING RETAIL CENTER AT 401 S. BELCHER ROAD, CLEARWATER, FLORIDA 33765 DATA TAKEN: SATURDAY, MARCH 10, 2007 5.00 4.50 - Q J 4.00 O 3.50 u) 0 0 0 3.00 - Z Q 2.50 W O Z 2.00 - Q a v O_ 1.50 rx W a 1.00 Q - W a- 0.50 0.00 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 am- am- am- am- am- am- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 9:00 am am am am am pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm TIME PERIOD J 1p PARKING DEMAND FOR PARKING LOT OF EXISTING RETAIL CENTER AT 401 S. BELCHER ROAD, CLEARWATER, FLORIDA 33765 DATA TAKEN: MONDAY, MARCH 12, 2007 48 45 42 39 - 36 W - �33 W Q 30 a 27 0 z 24 Q d 21 0 w18 W a Y 15 Q a 12 9 6 3 0, 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 am - am- am- am- am- am- pm - pm - pm - pm- pm- pm- pm- pm- pm- pm - pm - Pm- Pm- Pm- Pm- Pm- Pm- Pm- 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 9:00 am am am am am pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm TIME PERIOD 1p PARKING DEMAND FOR PARKING LOT OF EXISTING RETAIL CENTER AT 401 S. BELCHER ROAD, CLEARWATER, FLORIDA 33765 j DATA TAKEN: MONDAY, MARCH 12, 2007 5.00 4.50 Q 4.00 d 3.50 tan 0 0 0 3.00 Z Q 2.50 W - Z 2.00 Q o- n O_ 1.50 W a 1.00 Q W a 0.50 0.00 9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 am- am- am- am- am- am- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- pm- 9:30 10:00 10:30 11:00 11:30 12:00 12:30 1:00 1:30 2:00 2:30 3:00 3:30 4:00 4:30 5:00 5:30 6:00 6:30 7:00 7:30 8:00 8:30 9:00 am am am am am pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm pm TIME PERIOD N • • Butler Design Group, Inc Charles R. Butler 4203 46h Avenue North St. Petersburg, Florida 33714 Ph (727) 521 -1684 Fax(727)527 -7422 E -mail: bd¢1 @tampabay.rr.com Tree Inventory Carlisle Motors 2094 Gulf Boulevard Clearwater, Florida As required by the City of Clearwater, I have completed an assessment of all trees (4" dbh or greater) on the subject site and within 25' beyond the property lines. My opinion is set forth below as to the viability (rating of 1 -5) and any potential hazards of these trees. # / TREE DBH & SPECIES / RATING AND COMMENTS 01 22" Camphor Z� 02 8" Sabal Palm W W H 03 N � Q W 6J3 No o pis LAJ Q�� 8" Live Oak Z "- 06 16" Sabal Palm Z0 07 7" Cedar :5U 08 5 ",8" Cedar 3 01 22" Camphor 2, Poor structure, Poorly pruned, Co- dominate, Poor - branching, Recommend removal 02 8" Sabal Palm 4, 03 8" Live Oak 3, Included bark 04 6 ",7 ",8" Live Oak 3, Co- dominate, Included bark, Old mechanical damage to trunk 05 8" Live Oak 3, Included bark 06 16" Sabal Palm 4 07 7" Cedar 3 08 5 ",8" Cedar 3 09 8" Cedar 3 10 9" Cedar 3 11 7" Sabal Palm 3 12 4" Live Oak 3, Co- dominate, Crowded 13 6 ",9" Carrotwood 0, Recommend removal, Invasive 14 5" Live Oak 3, Co- dominate, Poorly developed base of trunk 15 20" Live Oak 3, Crowded, Poor branching, Dead wood 16 20" Live Oak 3, Co- dominate, Crowded, Leaning • • 17 34" Live Oak 4 18 36" Live Oak 4, Thinning canopy, Minor mechanical damage (drill hole) 19 6 ",8" Cherry Laurel 2, Mechanical trunk damage (11 drill holes), Co- dominate, Included bark 20 5" Slash Pine 4 21 10 ",18" Live Oak 3, Die -back, Co- dominate, Included bark, Poor pruning 22 6" Slash Pine 4, Slight string trimmer damage to lower trunk 23 5" Live Oak 3, Cross branching, Poor branching, Needs corrective- pruning 24 9" Laurel Oak 3, Cross branching, Mechanical root damage, Mistletoe 25 10" Laurel Oak 3, Slight inclusions 26 13" Laurel Oak 3, Cross branching 27 9" Laurel Oak 4 28 11" Washingtonia Palm 3, Crowded against building, Growing against concrete pad of light 29 12" Washingtonia Palm 4 I affirm that my opinions have been made in good faith, with no coercion from others. I further affirm that I have no interest with the parties or people involved with neither this issue nor any interest with regard to the outcome. Sincerely, Chuck Butler, Certified Arborist, Certificate #FL -1235A Butler Design Group/ Golden Rain Nursery, Inc. I- zW W W rte - �Q C\2 C� Ui 0 C:) U UU ZQ I) rr5x _ -- t', r PLANNING DEPARTMENT September 18, 2007 Mr. David McComas Franchise Capital Group,-Inc 630 Chestnut Street Clearwater, Florida 33756 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 Re: FLD2007 -03009 — 2094 Gulf to Bay Boulevard Dear Mr. McComas: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On September 18, 2007, the Community Development Board (CDB) reviewed your Flexible Development application to construct 10,658 square feet of retail sales and service and 3,313. square feet of restaurant within the Commercial (C) District with reductions to the front (north) setback from 25 feet to 10 feet (to pavement), the front (south) setback from 25 feet to 15 feet (to pavement), the front (east) setback from 25 feet to 15 feet (to pavement), and the side (west) setback from 10 feet to 4 feet (to pavement); and an increase to the permitted height from 25 feet to 30.5 feet as a Comprehensive Infill Redevelopment project, pursuant to Section 2 -704.0 of the Community Development Code along with a Comprehensive Landscape Program to reduce the western perimeter buffer width from 5 feet to 4 feet and to eliminate the required foundation plantings along the buildings east elevation, pursuant to Section 3- 1202.G of the Community Development Code:. The CDB APPROVED the application with conditions based upon_ the following findings of fact and conclusions of law. Findings of Fact: 1. That the 1.768 -acre subject property is located at the northwest corner of Gulf -to -Bay Boulevard and Gunn Avenue; 2. That the subject property is located within the Commercial (C). District; 3. That the subject property is located within the Commercial General (CG) Future Land Use category; 4. That the development proposal is compatible with the surrounding area; and 5. That there are no active Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards and Criteria as per Section 2 -701.1 of the CDC; 2. That the development proposal is consistent with the Standards and Criteria as per Section 2 -704 of the CDC; 3. That the development proposal is consistent with the Flexibility Criteria as per Section 2 -704.0 of the CDC; 4. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913.A of the CDC; and FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CAREEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" F� September 18, 2007 0 0 FLD2007 -03009 / 2094 Gulf -to -Bay Boulevard Page 2 of 2 That the development proposal is consistent with the Comprehensive Landscape Program criteria as per Section 3- 1202.G of the CDC. Conditions of Approval: 1. That prior to the issuance of any building permits, any outstanding comments of the Engineering Department shall be addressed; 2. That prior to the issuance of any building permits, any outstanding comments of the Fire Department shall be addressed; . 3. That prior to the issuance of any building permits, the architectural plans shall be revised or an additional sheet provided that clearly depicts the location of all roof - mounted mechanical equipment and the means by which it will be adequately screened from view from public streets and abutting properties; 4. That prior to the issuance of the first Certificate of Occupancy, a copy of the recorded Cross Access Easement will be provided to the Planning Department; 5. That all lighting will be automatically controlled so that it is turned off when the businesses are closed; 6. That all future signage associated with the development and/or tenant spaces be designed as a part of the architectural theme of the building and be consistent with the materials and colors of the building; and 7. That the final design and color of the building shall be consistent with the architectural elevations submitted to (or as modified by) the CDB, and be approved by Staff. Pursuant to Section 4 -407 of the Community Development Code, an application for a building permit shall be made within one year of a Flexible Development approval (by September 18, 2008). All required Certificates of Occupancy must be obtained within two years of the date of issuance of the initial building permit. Please be advised that 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 of the Development Order. The CDB 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 of the Community Development Code 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 October 2, 2007 (14 days from the date of the CDB meeting). Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III at (727) 562 -4539 or via e -mail at robert.tefft (a,myclearwater.com. Sincerely, Michael Delk, Al Planning Director S: (Planning Department)C D BIFLEX (FLD)IInactive or Finished ApplicationslGulf to Bay 2094 (C) Approve&Gulf to Bay 2094 -Development Order 09- 18- 07.doc It 0 0 10.50 am Case Number: FLD2007 -03009 — 2094 GULF TO BAY BLVD G Owner(s): Carlisle Motors Attn: Controller Clearwater, F133765 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Applicant David Mccomas Franchise Capital Group, Inc Clearwater, F133756 TELEPHONE: 727 - 723 -3771, FAX: No Fax, E -MAIL: No Email Location: 1.768 -acre parcel at the northwest corner of Gulf -to -Bay Blvd and Gunn Avenue. Atlas Page: 289B Zoning District: C, Commercial Request: Flexible Development approval to construct 10,658 square feet of Retail, Sales and Service and 3,313 square feet of Restaurant within the Commercial (C) District with reductions to the front (no sew tb`c-o from 25 feet to 10 feet (to pavement), the front (south) setback from 25 feet to 15 feet (to pavement), the front (east) setback from 25 feet to 15 feet (to pavement), and the side (west) setback from 10 feet to 4 feet (to pavement); and an increase to the permittg'd Vg t om 25 feet to 30.5 feet as a Comprehensive Infill Redevelopment Pro'eant to Section 2 -4. of the Community Development Code along with a Comprehensi elan- ogram to reduce t he western perimeter buffer width from 5 feet to 4 feet, pursuant to Section of the Community Development Code. Proposed Use: Retail sales and services Neighborhood Lakesiders Assoc. Of Clearwater Mhp Association(s): Clearwater, Fl 33765 The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, May 3, 2007 - Page 16 2165 Gulf To Bay Blvd # 725 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, FI 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Neighborhood Skycrest Neighbors Association(s): Clearwater, Fl 33755 121 N Crest Avenue TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Robert Tefft, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, May 3, 2007 - Page 16 1. Applicant shall comply with the following prior to the issuance of a Building Permit: 1. Applicant shall provide a copy of an approved right -of -way permit from F.D.O.T. for work in Gulf to Bay Blvd. (SR 60) right -of -way. 2. Applicant shall bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard, including A.D.A. (Truncated domes per D.O.T. Index #304.) 3. Applicant shall provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us /water /drinkingwater /forms.htm 4. Applicant shall provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension. 5. Provide on Sheet 7.2 a copy of street lateral detail, Clearwater Contract Specifications and Standards Detail #305, pg. 1/3. 6. Replace "Typical Fire Hydrant Assembly Setting Cross - Section on Sheet 7.2 with current Clearwater Contract Specifications and Standards Detail #402, pg. 2/4. 7. Applicant shall show all city details applicable to this project. The City's Construction Standards and Utility Information can be found on our web site: www.mycl earwater. com /gov/ depts/ pwa /engin/Production/stddet/index .asp . 8. All fire hydrant assemblies installed greater than 10 ft. from a water main shall be constructed with ductile iron pipe and shall have a gate valve at the tee on the branch line, and at the fire hydrant assembly (F.H.A.). Applicant shall comply with the following prior to the issuance of a Certificate of Occupancy: 1. Applicant shall deed or dedicate an easement over all unrestricted water lines to the City of Clearwater. 2. All unused drive aprons and/or parking surfaces shall be removed entirely by the contractor, at. the applicant's expense. Adjacent street right(s) -of -way are to be restored with new sidewalk and sod as required. 3. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional engineer registered in the State of Florida. Construction Services Inspector will field inspect as -built drawings for accuracy. 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 Pen-nit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 1 . No Issues.' I Fire: 1 . Florida Fire Prevention Code requires this building to be built with a fire sprinkler system. Show on the utility plan how water is to be provided, the location of the FDC which must be at least 15' away from the building, and the location of an additional fire hydrant on property 25 -50 feet feet from the FDC. PRIOR TO CDB 2. Provide 30' radius for curbing at Gulf To Bay drive. Show on plan PRIOR TO CDB Harbor Master: No Comments Legal: No Comments JLand Resources: Development Review Agenda - Thursday, May 3, 2007 - Page 17 Development Review Agenda - Thursday, May 3, 2007 - Page 18 0 0 Show the canopies of all trees to remain on all plan sheets prior to CDB. 2. Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree preservation. Provide prior to building permit. (' 3 . No fill must be on the trunks of trees #16 and 17. Design a tree well system that does not cut the grade and provide an aeration system under the fill. Provide prior to CDB. 4 . Provide an east -west section through tree # 18. Insure that no grade cuts occur within 1/2 of the tree's canopy. Provide prior to CDB. 5 . Review the proposed grades at trees #26 and 27. The proposed 1' -2' +/- of fill is too severe. Design a tree well system that does not cut the grade and provide an aeration system under the fill. Provide prior to CDB. 6. The proposed top of bank is too close to trees #3, 4, 5 and 18. All grade cuts should be limited / to 1/2 of the tree's canopy. Revise prior to CDB. Landsca _'ng: Pursuant to Section 3- 1202.D.1 of the Community Development Code, where non - residential iii���"��� uses are proposed adjacent to arterial /collector rights -of -way, a 15 -foot wide landscape buffer with trees every 35 feet on center and 100% shrubs is required. The proposal is generally consistent with this requirement with the exception of shrub coverage. (C2 Pursuant to Section 3- 1202.D.1 of the Community Development Code, where non - residential 7a� uses are proposed adjacent to other non - residential uses a five -foot landscape buffer is required with trees planted every 35 feet on center. While the west buffer generally meets this requirement, there are areas where only a width of four feet is provided. Pursuant to Section 3- 1202.E.1 of the Community Development Code, one tree is required to be provided per every 150 square feet of required greenspace. As 3,482 square feet of interior greenspace is required, 24 interior trees are required. Only 15 are provided with the landscape plan. Pursuant to Section 3- 1202.13.1 of the Community Development Code, palm trees can be used to satisfy a maximum of 25% of the tree requirements. As proposed, palms would constitute 47.3% of the trees on site. ,F,. Pursuant to Section 3- 1202.13.4 of the Community Development Code, each species of tree /palm shall provide a minimum of 10% of the total number of trees. The proposed Live Oaks do not meet this threshold (7.8 %). The landscape plan proposes the retention of four Laurel Oaks along the south property line. These Oaks are considered _ and it is recommended they are eliminated/replaced with new plantings. �o �!► . Pursuant to Section 3- 1202.G.2 of the Community Development Code, lighting proposed with a -- Comprehensive Landscape Program shall be automatically controlled to turn -off when the businesses are closed. The response provided with the application states that lighting has been designed to meet Code; however is not specific to the Comprehensive Landscape Program criterion. Provide a revised response and a notation on the plan to this effect. 8. Pursuant to Section 3- 1202.G. Lb of the Community Development Code, the landscaping proposed in the Comprehensive Landscape Program is to be demonstrably more attractive than otherwise permitted under minimum landscape standards. The response provided with the application effectively states that a substantial amount of landscaping is proposed, but does not J demonstrate'how this is more attractive that landscaping provided as per minimum standards. Parks and Recreation: 1 . Open space impact fees are due prior to issuance of building permit or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact / Stormwater: Art Kader at 727 -562 -4824 to calculate this assessment. Development Review Agenda - Thursday, May 3, 2007 - Page 18 The following to be addressed prior to building permit. 1. Retaining wall of pond(s) is not allowed to be installed adjacent to the right- of- way(s) or property line(s). However, the retaining wall may be installed on the parking lot and /or drive isle side. Note: A partial amount of the required landscape area can be used for the detention pond if needed to maintain the 4:1 slope when eliminating retention walls. 2. Show top of bank and bottom pond elevations on grading plan. 3. Ponds shall be recovered within 24 hours and not 72 hours as designed. 4. Clearly show on the grading plan a note stating the datum used for design. \ 5. Landscape area 2 and 3 shall have a minimum clearance of T between top of bank and right -of -way. Note: if the areas to be redesigned to have deeper elevations, the minimum clearance will increase accordingly to ensure public safety. 6. Pipe shall be used at the neck of landscape area # 2 to convey runoff to the outlet. 9k 7. Provide an approved SWFWMD permit Solid Waste: 1 . Dupster enclosure(s) need to be built to city specfications and shown on detail sheet The cost for solid waste service for all units will be borne by owner (no individual Solid Waste accounts will be allowed) Has any thought gone into recycling to help reduce cost of SW service? Traffic Engineering: 1 . 1. Provide a "traffic impact study" because the proposed project generates 100 or more new vehicle trips per hour and generates 1000 or more new vehicle trips per day. (Development Code Section: 4 -801). Please make an appointment with Traffic Ops. Division (727 -562 -4775) for a scoping meeting prior to conducting the study. 2. Provide necessary improvements to bring affected roadway network to the City's acceptable level of service (LOS) per Traffic Impact Study or as determined by Traffic Operation's Manager or designee. (Development Code Section: 4 -802 & 4 -803) 3. Install ADA standard truncated domes at the end of sidewalks where sidewalk meets the drive aisle or crosses a driveway. 4. Show at the drive through lane sufficient stacking distance to accommodate eight vehicles as measured from the first point of transaction (include location of proposed pick up window). Each passenger vehicle shall measure 17' long with a 2' gap between vehicles. Vehicles at the drive through shall not block drive aisle or parking spaces. 5. Show angle in degrees of the parking spaces located on the west side of the drive through lane. 6. Merge drive through traffic into bypass lane before the parking lot on south side of building via the use of curbing extended from front of building. Planning: The above conditions 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 and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, May 3, 2007 - Page 19 • 0 The following to be addressed prior to building permit. 1. Retaining wall of pond(s) is not allowed to be installed adjacent to the right -of- way(s) or property line(s). However, the retaining wall may be installed on the parking lot and /or drive isle side. Note: A partial amount of the required landscape area can be used for the detention pond if needed to maintain the 4:1 slope when eliminating retention walls. 2. Show top of bank and bottom pond elevations on grading plan. 3. Ponds shall be recovered within 24 hours and not 72 hours as designed. 4. Clearly show on the grading plan a note stating the datum used for design. 5. Landscape area 2 and 3 shall have a minimum clearance of T between top of bank and right -of -way. Note: if the areas to be redesigned to have deeper elevations, the minimum clearance will increase accordingly to ensure public safety. 6. Pipe shall be used at the neck of landscape area # 2 to convey runoff to the outlet. 7. Provide an approved SWFWMD permit Solid Waste: 1 . Dupster enclosure(s) need to be built to city specfications and shown on detail sheet The cost for solid waste service for all units will be borne by owner (no individual Solid Waste accounts will be allowed) Has any thought gone into recycling to help reduce cost of SW service? Traf ngineering: 1 , 1. Provide a "traffic impact study" because the proposed project generates 100 or more new vehicle trips per hour and generates 1000 or more new vehicle trips per day. (Development Code Section: 4 -801). Please make an appointment with Traffic Ops. Division (727 -562 -4775) for a scoping meeting prior to conducting the study. 2. Provide necessary improvements to bring affected roadway network to the City's acceptable level of service (LOS) per Traffic Impact Study or as determined by Traffic Operation's Manager or designee. (Development Code Section: 4 -802 & 4 -803) 3. Install ADA standard truncated domes at the end of sidewalks where sidewalk meets the drive aisle or crosses a driveway. 4. Show at the drive through lane sufficient stacking distance to accommodate eight vehicles as measured from the first point of transaction (include location of proposed pick up window). Each passenger vehicle shall measure 17' long with a 2' gap between vehicles. Vehicles at the drive through shall not block drive aisle or parking spaces. 5. Show angle in degrees of the parking spaces located on the west side of the drive through lane. 6. Merge drive through traffic into bypass lane before the parking lot on south side of building via the use of curbing extended from front of building. Planning: The above conditions 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 and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, May 3, 2007 - Page 19 • Depict the location of the pick -up window for the drive -thru on the site, civil and landscape plans. Pursuant to Section 3- 1406.B.4 of the Community Development Code, drive -thru facilities for restaurants shall provide sufficient stacking to accommodate eight (8) vehicles as measured from W-T Asj-WAS?,��> � the first point of transaction. Pursuant to Section 3- 1302.13 of the Community Development Code, all outdoor light fixtures 4 ' shall be located so that objects or land which are located beyond the boundaries of the parcel of land are illuminated to an extent of not producing more than a diffuse shadow. The proposal located all lighting around the perimeter of the site, thereby making compliance with the above difficult. It is suggested that the proposed lighting be shifted toward the interior of the property. Pursuant to Section 2- 704.C.2 of the Community Development Code, a response is to be provided stating how the development proposal will be consistent with the goals and policies of the Comprehensive Plan as well as the intent and purpose of the Commercial (C) District. The response provided with the application discusses neither of these items. Provide a revised response. Pursuant to Section 3- 913.A.1 of the Community Development Code, a response is to be 1, &4 hJ t- t- provided stating how the development proposal will be in harmony with the scale, bulk, l+°t`�/ coverage, density and character of adjacent properties. The response provided with the application states only that the proposal will be similar to or less than many of the surrounding sites with regard to the above elements, but not how this harmony is being achieved. Provide a revised response. �Pursuant to Section 3- 1406.13.2 of the Community Development Code, the minimum distance between the Gunn Avenue right -of -way and the first parking space or drive aisle in the parking lot shall be 40 feet. A stacking distance of 32.9 feet has been provided for the Gunn Avenue ingress /egress point. Pursuant to Section 2- 704.C.6 of the Community Development Code, a response is to be Mme'` Z�a�t.CD 'A provided demonstrating how the development proposal complies with all design objectives, "a" - "�" "e ". The response provided with the application respondes only to design objective "d ". Provide nrM�% r }aN '? wrw�e ca rSKi+a� a revised response that individually addresses "a" - "e ". Pursuant to Section 3 -911 of the Community Development Code, all utilities, including individual distribution lines, shall be installed underground. Provide a notation on the utility plan (C -6) to this effect. Pursuant to Section 3- 913.A.5 of the Community Development Code, a response is to be provided stating how the development proposal is consistent with-the community character of the immidiate vicinity. The response provided with the application states that it will provide enhanced streetscape and encourage redevelopment, but it does not state how it is consistent with the community character. Provide a revised response. Pursuant to Section 3- 1406.A.1 of the Community Development Code, loading spaces are required only to be 12 feet in width and 35 feet in length. The loading space proposed is excessively sized at 18 feet x 40 feet and the excess pavement should be eliminated. 1 -1 . Pursuant to Section 2- 704.C.1 of the Community Development Code, a response is to be provided stating how development is otherwise impractical without deviations from the development standards of the Commercial (C) District. The response provided with the application discusses deviations to landscape code requirements; deviations that are processed through the Comprehensive Landscape Program application. Provide a revised response that discusses the requested deviations to the setbacks and parkjn ' d in the Commercial (C) District. .`. The one -way signage between the building and loading zone is unecessary. The response provided to the criterion set forth in Section 3- 913.A.6 of the Community Development Code states that no additional adverse effects... will be created by the proposed redevelopment. Clarify what adverse effects presently exist such that no additional effects are being created. �. Pursuant to Section 3- 1406.13.1 of the Community Development Code, the minimum distance between a state right -of -way (Gulf to Bay Boulevard) and the first parking space or drive aisle in the parking lot shall be 50 feet as per the FDOT Driveway Handbook. A stacking distance of approximately 33.5 feet has been provided for the Gulf to Bay Boulevard ingree /egress point. Depict/denote the locations of the proposed restaurant tenant spaces on the site, civil and landscape plans. 16 . Pursuant to Section 2- 704.C.5 of the Community Development Code, the response to be provided must state how the development proposal is compatible with adjacent land uses. The response provided with the application simply states that it is and not how it is. / Development Review Agenda - Thursday, May 3, 2007 - Page 20 -1 The two southbound lanes along the west side of the the building are unnecessary are will only create traffic movement conflicts. The drive -thru lane should merge into the one -way lane prior to the on -site intersection. What is the purpose of the curbing (if it is curbing) at the southeast comer of the property? 19 . Pursuant to Section 3 -103.B of the Community Development Code, a system of joint use driveways and cross access easements shall be established wherever feasible along major arterials. The proposed site shall be designed with the provision of cross access in mind for the adjacent property fronting on Gulf to Bay Boulevard and the cross access designed consistent with the requirements of Sections 3- 103.B.1 -4 and implemented through the requirements of Sections 3- 103.C.1 -3. Given the location of the dumpster in relation to the one -way drive aisle, it will likely become an obstruction to the flow of traffic onsite while being unloaded/collected. —0. The handicap access ramps seem to conflict with one another. Please clarify. Depict the location of the menu board associated with the drive -thru on the site, civil and landscape plans. Pursuant to Section 3- 201.D.1 of the Community Development Code, all solid waste containers and outside mechanical equipment shall be completely screened on four sides by fencing, walls or landscaping so as to not be visible from adjacent rights -of -way and abutting properties. Such screening shall be of materials consistent with those used in the construction and of the architectural style of the building. How is recycling being accommodated? 25 . The pick -up window is not depicted on the architectural elevations. Please revise. Ot No Comments Notes: This application has been deemed insufficient to proceed to the Community Development Board (CDB). Please submit revised plans addressing the above comments by Noon, Ju 2007, for the�Lu- 5@67, DRC meeting. >s�+ Development Review Agenda - Thursday, May 3, 2007 - Page 21 Fv� r • PLANNING DEPARTMENT April 6, 2007 Mr. David McComas Franchise Capital Group, Inc 630 Chestnut Street Clearwater, Florida 33756 CITY OF L EARW'A 'IER 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 Re: FLD2007 -03009 — 2094 Gulf to Bay Boulevard — Letter of Completeness Dear Mr. McComas: The, Planning Department staff has entered your application into the Department's filing system and assigned the case number FLD2007- 03009. 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 Thursday, May 3, 2007, in the Planning Department Conference Room (Room 216), which is located on the second floor of the Municipal Services Building at 100 South Myrtle Avenue. 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. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E -Mail: robert .tofftLd)nrycleartivater.corn FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL. JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" r F , y. PLANNING DEPARTMENT March 27, 2007 Mr. David McComas Franchise Capital Group, Inc. 630 Chestnut Street Clearwater, Florida 33756 LA CITY OF C LEARW.ATER 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 Re: FLD2007 -03009 — 2094 Gulf to Bay Boulevard — Letter of Incompleteness Dear Mr. McComas: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLD2007- 03009. After a preliminary review of the revised documents submitted on March 13, 2007, staff has determined that the application remains incomplete with the following comments: ❑ Pursuant to Section F of the Comprehensive Infill Redevelopment Project application, a tree survey (including existing trees on site and within 25' of the adjacet sites, by species, size and location, including drip lines and indicating trees to be removed) is to be provided. Pursuant to Section 4 -202 of the Community Development Code, if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff and no further development review action shall be taken until those specified deficiencies are corrected and the application is deemed complete. Please resubmit revised plans and application materials as per the above comments no later than Noon, Monday, April 9, 2007. Should you have any questions, please do not hesitate to contact me. Sincerely, ke Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E -Mail: robert. tefftLcymyclearlvater. conz FRANK HIBBARD, MAYOR JOHN DORIuN, COUNCILMEMBER J..B. JOHNSON, COUNCILMEMBER Bi.L JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" 9 n LONG RANGE PLANNING DFVF?LOPMEN'I' RFVII;W March 5, 2007 Franchise Capital Group, Inc 630 Chestnut Street Clearwater, Florida 33756 • ITY OF C LEARWATER PLANNING DEPARTMENT POST OFFICE BOX 4748, CLEARWATER, FLORIDA 3375 -4748 MUNICIPAL. SE.RVICL:S BUILDING, 100 SOUTH MYRTLr AvrENUE, CL.EARWATER, FLORIDA 33756 TrLr:PHONI: (727) 562 -4567 FAx (727) 562 -4865 Re: FLD2007 -03009 — 2094 Gulf to Bay Boulevard — Letter of Incompleteness Dear Sir or Madam: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLD2007- 03009. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: Pursuant to Section B of the Comprehensive Infill Redevelopment Project application, the parcel number of the subject property is to be provided on the application. Pursuant to Section B of the Comprehensive Infill Redevelopment Project application, the legal description for the subject property is to be provided on the application. Pursuant to Section C of the Comprehensive Infill Redevelopment Project application, the submittal of a copy of the Title Insurance Policy, Deed to the property, or a signed Affadavit Attesting to Ownership (as provided as Section N of the application) shall be provided. Pursuant to Section F. of the Comprehensive Infill Redevelopment Project application, a tree survey (including existing trees on site and within _25' of the adjacet sites, by species, size and location, including drip lines and indicating trees to be removed) is to be provided. Pursuant to Section F of the Comprehensive Infill Redevelopment Project application, a parking demand study shall be provided in conjunction with all requests to deviate from the parking requirements of the Code. Pursuant to Section G of the Comprehensive Infill Redevelopment Project application, the site plan shall in Iude the following information: all required sight triangles; location of all rights -of -way adjacent to the site (Cornell Street); and �I location of outdoor light fixtures. PRANK HIBBARD. MAYOR JOHN T 010N, ColiNCil.�.%IFvIBEk i Im-I I L\>ni:roN, Cot NCn_�ut >uli:r. B11 -I. JoNsoN, CouNai.\n:�utlai Cm u:-.-\- A. Pi n:rsltN, ConNcn.>II:NImta " HOIJAI, EMPLOYMENT AND ArFU;NIA'Hvi: Aci-im, Ilmi,I.m rl• " 2094 Gulf to Bay Boulevard March 5, 2007 Letter of Incompleteness Pursuant to Sections G and H of the Comprehensive Infill Redevelopment Project application, reduced site and landscape plans (8 1/2" x 11") are to be provided. �? Provide evidence /documentation that Franchise Capital Group, Inc. is authorized to make an application for development on the subject property on behalf of the property owner (Carlisle Motors, LLC). A' The application has been signed by Jonathan P. Ferrando; however Mr. Ferrando is not listed as a registered agent for Carlisle Motors, LLC according to the Florida Department of State, Division of Corporations. Provide an application signed by an authorized party. 0 Please be advised that the description ,of request attached to the application references a Comprehensive Landscape Program request; however no such application or accompanying narrative was provided with the submittal. Pursuant to Section 4 -202 of the Community Development Code, if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff and no further development review action shall be taken until those specified deficiencies are corrected and the application is deemed complete. Please resubmit revised plans and application materials as per the above comments no later than Noon, .Tuesday, March 13, 2007. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E -Mail: robert.tefft@mvclearwater.com CDB Meeting Date: September 18, 2007 Case Number: FLD2007 -03009 Agenda Item: E. 1. Owners: Carlisle Motors, LLC. Applicant/Agent: Franchise Capital Group, Inc. Addresses: 2094 Gulf -to -Bay Boulevard CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: 0 REQUEST: Flexible Development approval to construct 10,658 square feet of retail sales and service and 3,313 square feet of restaurant within the Commercial (C) District with reductions to the front (north) setback from 25 feet to 10 feet (to pavement), the front (south) setback from 25 feet to 15 feet (to pavement), the front (east) setback from 25 feet to 15 feet (to pavement), and the side (west) setback from 10 feet to 4 feet (to pavement); and an increase to the permitted height from 25 feet to 30.5 feet as a Comprehensive Infill Redevelopment project, pursuant to Section 2 -704.0 of the Community Development Code along with a Comprehensive Landscape Program to reduce the western perimeter buffer width from 5 feet to 4 feet and to eliminate the required foundation plantings along the buildings east elevation, pursuant to Section 3- 1202.G of the Community Development Code. CURRENT ZONING: Commercial (C) District CURRENT FUTURE LAND USE CATEGORY: Commercial General (CG) PROPERTY USE: Current Use: Vehicle Sales / Displays (Abandoned) Proposed Use: Retail Sales and Services EXISTING North: High Density Residential Attached and Detached SURROUNDING ZONING (HDR) Dwellings AND USES: South: Commercial (C) Vehicle Sales / Displays East: Commercial (C) Retail Sales and Services . . West: Commercial (C) Retail Sales and Services ANALYSIS: Site Location and Existing Conditions: The 1.768 -acre subject property is located at the northwest corner of Gulf -to -Bay Boulevard and Gunn Avenue. The property is zoned Commercial (C) and consists of an abandoned vehicle sales /display use (formerly part of AutoWay Lincoln- Mercury). Development Proposal: The applicant has submitted a Flexible Development (FLD) application for a Comprehensive. Infill Redevelopment project for the construction of a 13,971 square foot commercial strip shopping center with 74 off - street parking spaces. The shopping center will consist of 10,659 square feet of retail sales and service floor area and 3,313 square feet of restaurant floor area. The exact tenants of each of the Community Development Board — September 18, 2007 FLD2007 -03009 — Page 1 0 0 various units are not known; however the applicant has identified a drive -thru Krispy Kreme as the proposed tenant for the western restaurant unit, and Subway as proposed tenant for the eastern restaurant unit. The development proposal's compliance with the various development standards of the Community Development Code (CDC) is discussed below. Impervious Surface Ratio (I.S.R.): Pursuant to Section 2 -401.1 of the CDC, the maximum I.S.R. permitted within the Commercial General (CG) Future Land Use category is 0.95. As proposed, the development will have an I.S.R. of 0.74 and therefore meets the above requirement. Floor Area Ratio (F.A.R.): Pursuant to Section 2 -701.1 of the CDC, the maximum F.A.R. permitted within the CG Future Land Use category is 0.55. As proposed, the development will have an F.A.R. of 0.33 and therefore meets the above requirement. Minimum Setbacks: Pursuant to Section 2 -704 of the CDC, there are no established setbacks for Comprehensive Infill Redevelopment projects within the C zoning district; however there are established setbacks for both retail sales and service, and restaurant uses. Those uses would require a front setback of 15 -25 feet, a side setback of 0 -10 feet, and a rear setback of 10 -20 feet. It is noted that the subject property is surrounded on three sides by rights -of -way: Cornell Street on the north; Gulf -to -Bay Boulevard on the south; and Gunn Avenue on the east. As such, the subject property has three fronts and one side for the purpose of determining setbacks. The proposed building will meet all of the standard setbacks that are associated with the use; however the project does require that deviations be granted to allow for the off - street parking that surrounds the building. As proposed, the setback from Cornell Street (north) to pavement is 10 feet, the setbacks from Gulf -to -Bay Boulevard (south) and Gunn Avenue (east) to pavement are 15 feet, and the setback from the west property line to pavement is 4 feet. Of the four requested setback reductions, only the deviation along the west property line will impact a required landscape buffer, and in that instance the reduction from five feet to. four feet occurs along only a minimal amount of the buffer. In fact, more of the buffer is provided at a width greater than the required five feet than at the reduced dimension of four feet. The required landscape buffers along the north, south and east property lines will not be diminished by the requested setback deviations. The reduction along the north property line will accommodate portions of five off - street parking spaces, the loading area, and the solid waste compactor for the development; whereas the reductions along the south and east property lines will accommodate portions of 21 and 16 off - street parking spaces, respectively. Given the setback constraints posed on the subject property by its adjacency to three rights - of -way, the development of an economically viable project without the requested deviations would be impractical. Further, given the limited impact of these deviations on the subject property and the surrounding properties, as well as the improvement that the development proposal represents over the existing site, positive findings can be made with regard to the requested deviations. Maximum Height: Pursuant to Section 2 -704 of the CDC, there is no established maximum height for Comprehensive Infill Redevelopment projects within the C zoning district; however there is an established maximum height for both retail sales and service, and restaurant uses of between 25 feet and 50 feet. Community Development Board — September 18, 2007 FLD2007 -03009 — Page 2 The proposed shopping center will have a height of 30.5 feet as measured to the top of the arched roof canopy. While the increased height will not accommodate any use area, it does facilitate compliance in meeting the design standards for Comprehensive Infill Redevelopment projects. Those specific standards are: changes in horizontal building planes, distinctive fenestration patterns, and distinctive roof forms. Based upon the above, positive findings can be made with regard to the requested increased height. Minimum Off - Street Parking: Pursuant to Section 2 -704 of the CDC, the minimum off - street parking requirement for Comprehensive Infill Redevelopment projects within the C zoning district shall be as determined by the Community Development Coordinator (Planning Director) based upon the specific use and/or ITE Manual standards. The entire 13,971 square foot commercial strip shopping center is being treated as a retail sales and service use as opposed to being treated as separate restaurant and retail sales and service uses based upon a determination made by the Planning Director allowing for up to 25% of a proposed commercial strip shopping center to have a restaurant use and be considered retail sales and service with regards to use and off - street parking requirements. The 3,313 square feet of restaurant use area proposed constitutes approximately 23.7% of the total square footage of the commercial strip shopping center. Pursuant to Section 2 -704 of the CDC, retail sales and service uses shall provide off - street parking at a rate of 5 spaces per 1,000 square feet of gross floor area. Therefore, the proposed 13,971 square foot commercial strip shopping center requires 70 off - street parking spaces, and as proposed, the development exceeds this requirement with 74 off - street parking spaces. Mechanical Equipment: Pursuant to Section 3- 201.D.1 of the CDC, all outside mechanical equipment shall be completely screened from view from public streets and abutting properties. The plans do not depict the location of the air conditioning equipment for the individual tenant spaces, and while this equipment will no doubt be mounted on the roof of the building, its exact location is unknown. Therefore, it is attached as a condition of approval that prior to the issuance of any building permits, the architectural plans shall be revised or an additional sheet provided that clearly depicts the location of all roof - mounted mechanical equipment and the means by which it will be adequately screened from view from public streets and abutting properties. Landscaping_ Pursuant to Section 3- 1202.D.1 of the CDC, landscaping is to be installed in a perimeter buffer measuring five feet in width along the entirety of the west property line. As proposed, the perimeter buffer along the west property line will measure four feet in width at its smallest point. Pursuant to Section 3- 1202.E.2 of the CDC, foundation plantings within a five -foot wide landscape area shall be provided for along 100% of a building facade with frontage along a street right -of -way, excluding that space necessary for building ingress /egress. The foundation plantings are to consist of two accent trees or three palms for every 40 linear feet of building facade and one shrub for every 20 square feet of landscape area with a minimum of 50% of the area containing shrubs and the balance containing groundcovers. As proposed, no foundation plantings have been provided along the east facade of the building facing Gunn Avenue. Based upon the above, the applicant has requested the approval of a Comprehensive Landscape Program with the above referenced reduction to the western perimeter landscape buffer, and the elimination of the required foundation plantings along the east facade of the building facing Gunn Avenue. Community Development Board — September 18, 2007 FLD2007 -03009 — Page 3 • • Comprehensive Landscape Program: Pursuant to Section 3- 1202.G of the CDC, the landscaping requirements contained within the Code can be waived or modified if the application contains a Comprehensive Landscape Program satisfying certain criteria. The following table depicts the consistency of the development proposal with those criteria: I The development proposal will be consistent with the criterion provided the attached conditions of approval are met. In response to the above criteria pertaining to Architectural Theme, the applicant has indicated that the proposed landscape plan is demonstrably more attractive than what otherwise could be approved as it provides the following: ❑ A balanced design that mixes flowering and non - flowering shade trees, accent trees and palms, flowering and non - flowering shrubs of different sizes, and green and variegated small plantings and ground cover; ❑ Up to five tiers of plantings along all property lines; ❑ A total of 83 new shade trees, accent trees and palms at eight feet or more in height that will provide substantial visual enhancement to the site and streetscape; ❑ Shade trees and palms that exceed the minimum plant material standards (i.e. height and caliper) required by Section 3- 1202.B.1 of the Code; ❑ Florida Fancy Grade quality trees, which exceeds Florida Grade #1 quality trees; and ❑ Five different groundcovers and small plantings over approximately 86% of all available open spaces (Royal Purple Liriope, Evergreen Giant Liriope, Fashion Azalea, Taiwan Dwarf Ixora and Dwarf Variegated Ginger). With regard to the remaining criteria, the applicant had indicated that the lighting has been designed to meet Code; however it is not indicated that the lighting will be automatically controlled so that it is turned off when the businesses are closed, as required by the Comprehensive Landscape Program criteria. This item has been attached as a condition of approval. The proposed landscaping will enhance the community character and have a beneficial impact on property values in the immediate vicinity through the number, size, quantity, and variation of landscape materials incorporated into the design. Based upon the above and subject to the attached conditions of approval, a positive finding can be made with regard to compliance with the Comprehensive Landscape Program criteria. Community Development Board — September 18, 2007 FLD2007 -03009 — Page 4 Consistent Inconsistent 1. Architectural theme: a. The landscaping in a comprehensive landscape program shall be designed as a N/A N/A part of the architectural theme of the principle buildings proposed or developed on the parcel proposed for development; or b. The design, character, location and/or materials of the landscape treatment X 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. 2. Lighting: Any lighting proposed as a part of a comprehensive landscape program is X1 automatically controlled so that the lighting is turned off when the business is closed. 3. Community character: The landscape treatment proposed in the comprehensive X landscape program will enhance the community character of the City of Clearwater. 4. Property values: The landscape treatment proposed in the comprehensive landscape X program will have a beneficial impact on the value of property in the immediate vicinity of the parcel proposed for development. 5. Special area or scenic corridor plan: The landscape treatment proposed in the N/A N/A 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. I The development proposal will be consistent with the criterion provided the attached conditions of approval are met. In response to the above criteria pertaining to Architectural Theme, the applicant has indicated that the proposed landscape plan is demonstrably more attractive than what otherwise could be approved as it provides the following: ❑ A balanced design that mixes flowering and non - flowering shade trees, accent trees and palms, flowering and non - flowering shrubs of different sizes, and green and variegated small plantings and ground cover; ❑ Up to five tiers of plantings along all property lines; ❑ A total of 83 new shade trees, accent trees and palms at eight feet or more in height that will provide substantial visual enhancement to the site and streetscape; ❑ Shade trees and palms that exceed the minimum plant material standards (i.e. height and caliper) required by Section 3- 1202.B.1 of the Code; ❑ Florida Fancy Grade quality trees, which exceeds Florida Grade #1 quality trees; and ❑ Five different groundcovers and small plantings over approximately 86% of all available open spaces (Royal Purple Liriope, Evergreen Giant Liriope, Fashion Azalea, Taiwan Dwarf Ixora and Dwarf Variegated Ginger). With regard to the remaining criteria, the applicant had indicated that the lighting has been designed to meet Code; however it is not indicated that the lighting will be automatically controlled so that it is turned off when the businesses are closed, as required by the Comprehensive Landscape Program criteria. This item has been attached as a condition of approval. The proposed landscaping will enhance the community character and have a beneficial impact on property values in the immediate vicinity through the number, size, quantity, and variation of landscape materials incorporated into the design. Based upon the above and subject to the attached conditions of approval, a positive finding can be made with regard to compliance with the Comprehensive Landscape Program criteria. Community Development Board — September 18, 2007 FLD2007 -03009 — Page 4 • • Code Enforcement Analysis: There is no outstanding Code Enforcement issue associated with the subject property. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards and criteria as per Sections 2 -701.1 and 2 -704 of the CDC: I See above discussion with regard to Minimum Setbacks Z See above discussion with regard to Maximum Height Community Development Board — September 18, 2007 FLD2007 -03009 — Page 5 Standard Proposed Consistent Inconsistent I.S.R. 0.95 0.74 X F.A.R. 0.55 0.33 X Minimum Front: 10 -25 feet North: 83.45 feet (to building) X1 Setbacks 10 feet (to pavement) South: 95.2 feet (to building) X' 15 feet (to pavement) East: 62.5 feet (to building) X' 15 feet (to pavement) Side: 0 -10 feet West: 51 feet (to building) X1 4 feet (to pavement) Maximum 25 feet 30.5 feet X2 Height Off - Street 5 spaces per 1,000 square feet of 5.29 spaces per 1,000 square feet X Parking gross floor area 70 spaces) of gross floor area 74 spaces) I See above discussion with regard to Minimum Setbacks Z See above discussion with regard to Maximum Height Community Development Board — September 18, 2007 FLD2007 -03009 — Page 5 0 • COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per Section 2 -704.0 of the CDC (Comprehensive Infill Redevelopment): Community Development Board — September 18, 2007 FLD2007 -03009 — Page 6 Consistent Inconsistent 1. The development or redevelopment is otherwise impractical without deviations from X the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of X 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 proposed X development 5. The proposed use shall otherwise be permitted by the underlying future land use X 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 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. Community Development Board — September 18, 2007 FLD2007 -03009 — Page 6 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.A of the CDC: SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of July 5, 2007, 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 1.768 -acre subject property is located at the northwest corner of Gulf -to -Bay Boulevard and Gunn Avenue; 2. That the subject property is located within the Commercial (C) District; 3. That the subject property is located within the Commercial General (CG) Future Land Use category; 4. That the development proposal is compatible with the surrounding area; and 5. That there are no active Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards and Criteria as per Section 2 -701.1 of the CDC; 2. That the development proposal is consistent with the Standards and Criteria as per Section 2 -704 of the CDC; 3. That the development proposal is consistent with the Flexibility Criteria as per Section 2 -704.0 of the CDC; 4. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913.A of the CDC; and 5. That the development proposal is consistent with the Comprehensive Landscape Program criteria as per Section 3- 1202.G of the CDC. Based upon the above and subject to the attached conditions, the Planning Department recommends APPROVAL of the Flexible Development approval to construct 10,658 square feet of retail sales and service and 3,313 square feet of restaurant within the Commercial (C) District with reductions to the front (north) setback from 25 feet to 10 feet (to pavement), the front (south) setback from 25 feet to 15 feet (to pavement), the front (east) setback from 25 feet to 15 feet (to pavement), and the side (west) setback from 10 feet to 4 feet (to pavement); and an increase to the permitted height from 25 feet to 30.5 Community Development Board — September 18, 2007 FLD2007 -03009 — Page 7 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. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of July 5, 2007, 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 1.768 -acre subject property is located at the northwest corner of Gulf -to -Bay Boulevard and Gunn Avenue; 2. That the subject property is located within the Commercial (C) District; 3. That the subject property is located within the Commercial General (CG) Future Land Use category; 4. That the development proposal is compatible with the surrounding area; and 5. That there are no active Code Enforcement issues associated with the subject property. Conclusions of Law: 1. That the development proposal is consistent with the Standards and Criteria as per Section 2 -701.1 of the CDC; 2. That the development proposal is consistent with the Standards and Criteria as per Section 2 -704 of the CDC; 3. That the development proposal is consistent with the Flexibility Criteria as per Section 2 -704.0 of the CDC; 4. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913.A of the CDC; and 5. That the development proposal is consistent with the Comprehensive Landscape Program criteria as per Section 3- 1202.G of the CDC. Based upon the above and subject to the attached conditions, the Planning Department recommends APPROVAL of the Flexible Development approval to construct 10,658 square feet of retail sales and service and 3,313 square feet of restaurant within the Commercial (C) District with reductions to the front (north) setback from 25 feet to 10 feet (to pavement), the front (south) setback from 25 feet to 15 feet (to pavement), the front (east) setback from 25 feet to 15 feet (to pavement), and the side (west) setback from 10 feet to 4 feet (to pavement); and an increase to the permitted height from 25 feet to 30.5 Community Development Board — September 18, 2007 FLD2007 -03009 — Page 7 i 1 feet as a Comprehensive Infill Redevelopment project, pursuant to Section 2 -704.0 of the Community Development Code along with a Comprehensive Landscape Program to reduce the western perimeter buffer width from 5 feet to 4 feet and to eliminate the required foundation plantings along the buildings east elevation, pursuant to Section 3- 1202.G of the Community Development Code. Conditions of Approval: 1. That prior to the issuance of any building permits, any outstanding comments of the Engineering Department shall be addressed; 2. That prior to the issuance of any building permits, any outstanding comments of the Fire Department shall be addressed; 3. That prior to the issuance of any building permits, the architectural plans shall be revised or an additional sheet provided that clearly depicts the location of all roof - mounted mechanical equipment. and the means by which it will be adequately screened from view from public streets and abutting properties; 4. That prior to the issuance of the first Certificate of Occupancy, a copy of the recorded Cross Access Easement will be provided to the Planning Department; 5. That all lighting will be automatically controlled so that it is turned off when the businesses are closed; 6. That all future signage associated with the development and/or tenant spaces be designed as a part of the architectural theme of the building and be consistent with the materials and colors of the building; and 7. That the final design and color of the building shall be consistent with the architectural elevations submitted to (or as modified by) the CDB, and be approved by Staff. Prepared by Planning Department Staff: Robert G. Tefft, Planner III ATTACHMENTS: ❑ Location Map ❑ Aerial Map ❑ Future Land Use Map ❑ Zoning Map ❑ Existing Surrounding Uses Map ❑ Photographs of Site and Vicinity S: (Planning DepartmentlC D BIFLEX (FLD)IPending cases)Up for the next CDB(Gulf to Bay 2094 (C) 09 -18 -07 RTGulf to Bay 2094 -Staff Report 09- 18- 07.doc Community Development Board — September 18, 2007 FLD2007 -03009 — Page 8 a • Robert G. Tefft 100 South Myrtle Avenue Clearwater, Florida 33756 (727) 562 -4539 robert.tefftAmyclearwater.com PROFESSIONAL EXPERIENCE • Planner III City of Clearwater, Clearwater, Florida June 2005 to Present Duties include performing technical review of and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports, and making presentations to various City Boards and Committees. Planner H City of Clearwater, Clearwater, Florida May 2005 to June 2005 Duties include performing technical review of and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports. • Senior Planner City of Delray Beach, Delray Beach, Florida October 2003 to May 2005 Performed technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional uses, rezonings, land use amendments, and text amendments. Organized data and its display in order to track information and provide status reports. Make presentations to various City Boards. Planner City of Delray Beach, Delray Beach, Florida March 2001 to October 2003 Per technical review of and prepared staff reports for land development applications such as, but not limited to: site plans, conditional use and text amendments. Organization of data and its display in order to track information and provide status reports. Provided in -depth training to the Assistant Planner position with respect to essential job functions and continuous guidance. • Assistant Planner City of Delray Beach, Delray Beach, Florida October 1999 to March 2001 Performed technical review of and prepared staff reports for site plan development applications. Performed reviews of building permit applications. Provided information on land use applications, ordinances, land development regulations, codes, and related planning programs /services to other professionals and the public. EDUCATION • Bachelor of Arts, Geography (Urban Studies), University of South Florida, 1999 LICENSES & CERTIFICATES • American Planning Association Community Development Board — September 18, 2007 FLD2007 -03009 — Page 9 0 0 Uj 2 •L°1 Q ST CLEVELAND ST. 0 LO J Z H U) ca U O w c z w Z a W Q 2 U Z � Lj �. Z .-.ti -. DR CAMELLIA PROJECT ""'' SITE C O M E LjnRnl BLVD. GULF TO BAY BLVD. S.R. 60 GULF TO B g ROGERS 0 W Cr a m T rner Druid Park Dr N Q co N DRUID CIR W W a cc U P S DRUID CIR m U o RD rr w IY m of CAMPUS JAFFA Z CROYDON e)- Location Map Owner: Carlisle Motors, LLC. Case: FLD2007 -03009 Site: 2094 Gulf to Bay Boulevard Property Size Acres : 1.768 Atlas 289B -Page: PIN: 13- 29 -15- 34812- 001 -0010 • 0 C� • N m N �1 5 N 4 1 N 2 N O N O N N m RAINBOW DR d t 305 3 R 3 4 5 _ _ TRACT A y 2 Z 6 �y 7 308 2 310 311 6 309 1 2 3 4 31 N N W Q Z Z Q 313 31 t3nr m CAMELLIA DR 315 6 317 m 13 31 Q 315 13A3 pt N N N N N N N 31 8 7 6 5 401 9 3 13111 � 321 � 31 aA3 CG H Q' 9.6 A c 411 4 W CG I A 3A6 I 10 ' 9 16 1 7 16 i—� O UA31 N 13 13A5 A6 /�J�j 13A1 5 ' 4 � $ ' 2 I 1 ly Be ° N 80 -CG I �o ,Aap N I N 60 N 1�A GULF-TO-BAY BLVD N N 41103 o N N 42A2 o N 10 2115 1 O N 2117 2 <t.21 1.16 Acp 2 511 9 520 519 et 3 O 10 2A Tp 4 R U ° 11 52 525 5 MW RU ,2 52 529 Future Land Use Map Owner: Carlisle Motors, LLC. Case: FLD2007 -03009 Site: 2094 Gulf to Bay Boulevard Property Size Acres : 1.768 Atlas Page: 289B PIN: 13- 29 -15- 34812 -001 -0010 H n p m 60 1 301 5 N 4 30 TNT 1 K N N N 304 l` 3 4 5 �_ — — _ " y 3 305 305 ^ \/) TRACT 6 l(` 13116 V 308 2 310 309 13n 6 m N 1 2 1r m m I 4�o rn a 31 N N N N N N 309 7 31 N 311 ' 311 13n4 m CAMELLIA DR Q313 W 315 g j 317 32 31 Oct v 315133 N n �11 w 14 N 31 8 7 s 5314 401 9 3 321 1 9.6 Ac 411 4 x —H 10 aAS 323 RR I i3Ae 10 19 1 1 7 1 6 � 19A31 I I — 73A5 13A8 13A1 $ I 4 I $ 1 2 I 1 10`J p m 1tJ 80 N N 60 V N I I I N 1 Q�Opp N I I N 60 N 19A GULI~TO -BAY BLVD N cq C N N p 40 N 1 W N 2117 2 r2.4 c 1.12115 6 Acc) 511 520 519 Zt '� 10 142ft cn 525 1 N ` r17: Q m 12 Zoning Map Owner: Carlisle Motors, LLC. Case: FLD2007 -03009 Site: 2094 Gulf to Bay Boulevard Property Size Acres : 1.768 Atlas Page: 289B PIN: 13- 29 -15- 34812 -001 -0010 m so L� 301 5 h to m tom. ^ a z R m RAINBOW DR z 3 4 5 300 4 30 5 3 305 TRACT A 13/76 ? 6 H , 2 3 4 am N C ,5 R R R R R R R R 314 Z 309 7 311 W I CAMELLIA DR m rj 315 9 317 3ry2 Q 31 R R R R R R R an3 8 7 6 5 „a3 s 401 � 31 2 9 32 311 V 321 1 y Ix 9.6 Ac 411 40, w z RETAIL SALES 10 y 323 A & SERVICES gg ,7os 10 9 �1 7 1 6 1 ETAI SALA & ,3E 'i 5 x 3 2 1 N RE 3A AJURA T I p� i 4d 60 60 N ' R 60 G UL F- TO -BAY BL VD R VERNIGH R (D ACC MMODA ONS A40, , 2117 4,d� 1 420Y 1.16 Acp E H M1, E SLES / DisPLAX VEHICLE _ ? _ 5z0 519 — 9 ++ SALES / DISPLAYS — 3 10 2.4 O O — — — — m q 52 Q 525 11 4— m AcF> 5 12 SZ 529 Existing Surrounding Uses Map Owner. Carlisle Motors, LLC. Case: FLD2007 -03009 Site: 2094 Gulf to Bay Boulevard Property Size Acres : 1.768 Atlas Page: 289B PIN: 13- 29 -15- 34812 -001 -0010 Looking northwest from along Gulf -to -Bay Boulevard toward existing buildings Looking west from Gunn Avenue toward subject property and existing building Looking east across Gunn Avenue from subject property toward adjacent property Looking east from along Gulf -to -Bay Boulevard toward existing building Looking northwest from subject property at existing paking lot. Looking south across Gulf -to -Bay property toward adjacent property 2094 Gulf -to -Bay Boulevard FLD2007 -03009 subject i 6 Tefft, Robert From: Delk, Michael Sent: Monday, April 23, 2007 11:29 AM To: Tefft, Robert Cc: Clayton, Gina; Thompson, Neil Subject: RE: Retail Strip Center policy... I think we continue to proceed accordingly. - - - -- Original Message---- - From: Tefft, Robert Sent: Friday, April 20, 2007 10:53 AM To: Delk, Michael Cc: Clayton, Gina; Thompson, Neil Subject: RE: Retail Strip Center policy... I have a proposed 13,971 square foot retail /restaurant development. 3,313 square feet of which intended to be used as restaurant (a Krispy Kreme with drive -thru and a Subway). This restaurant square footage is below the 25% threshold discussed below, and by using the below provision only 70 parking spaces are required where 103 spaces would be otherwise. Is there still an intent to apply this provision, and to provide it in this instance? Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E -Mail: robert.tefftamyclearwater.com - - - -- Original Message---- - From: Delk, Michael Sent: Tuesday, January 03, 2006 1:37 PM To: Planning Subject: FW: Retail Strip Center policy... Henceforth: Up to 25% of a proposed retail strip center may have a restaurant use and be considered retail with regards to use and parking. Thank you. Let me know if any questions. R � 7 STAR ENTERPRISES INC 2135 MCKINLEY ST CLEARWATER FL 33765 - 2541 BELLA ROSA PROPERTIES 516 PATRICIA AVE DUNEDIN FL 34698 - 7813 BRIGGS, JAY J 7141ST ST #B INDIAN ROCKS BEACH FL 33785 - 2604 CLEARWATER PROP GROUP 4401 CAPTAINS WAY JUPITER FL 33477 - 4085 DUSSAULT, EARL J DUSSAULT, MONIQUE R 316 S MERCURY AVE CLEARWATER FL 33765 - 3725 FOUR TEN SOUTH LLC 1241 HERITAGE HILLS CIR SNELLVILLE GA 30078 - 2010 GUIMARAES, JOEL W 2088 CAMELLIA DR CLEARWATER FL 33765 - 3701 HUNTERWOOD ASSOC LTD PTNSP STARCREST VILL APT LTD PTN 777 ARTHUR GODREY RD 3RD FLR MIAMI BEACH FL 33140 - 3449 LAKESIDERS ASSOCIATION OF CLEARWATER GENE WOOD, PRESIDENT 2165 GULF TO BAY BOULEVARD, #725, CLEARWATER, FL 33765 w007- 03009;49 AAAPKR 4899 JUNIPER DR PALM HARBOR FL 34685 - 2691 BEZEMEK, DAVID J 308 GUNN AVE CLEARWATER FL 33765 - 3716 CARLISLE MOTORS 2085 GULF TO BAY BLVD CLEARWATER FL 33765 - 3711 COMPFORT, ROBERT J PO BOX 4194 CLEARWATER FL 33758 - 4194 AMBURGEY, LAWRENCE W 1536 KURT LN CLEARWATER FL 33764 - 2407 BOU, CELY 2075 DREW ST CLEARWATER FL 33765 - 3120 CLEARWATER NEIGHBORHOODS COALITION JOE EVICH, PRESIDENT P.O. BOX 8204 CLEARWATER, FL 33758 DONOVAN, JAMES F JR DONOVAN, TAMI L 310 S MERCURY AVE CLEARWATER FL 33765 - 3725 EITEL, WALTER C & ELEANOR TRUS FARID, ASHRAF S 301 S NIMBUS FARID, VIVIAN J CLEARWATER FL 33765 - 3747 774 RANCH RD TARPON SPRINGS FL 34688 - 9032 FRANCHISE CAPITAL GROUP, INC 630 CHESTNUT STREET CLEARWATER, FL 33756 HERRMAN, BETTY 528 BAMBOO LN CLEARWATER FL 33764 - 6305 KEITH & CO HAIR SALON INC 1214 BOLIVAR CT DUNEDIN FL 34698 - 9305 MANDELBAUM, DAVID JACOBS, CRAIG PO BOX 3590 TOPEKA KS 66601 - 3590 GARCIA, GERTRUDIS 2086 CAMELLIA DR CLEARWATER FL 33765 - 3701 HOULE, WILLIAM J PO BOX 838 LARGO FL 33779 - 0838 KORKIS, YACOUB 1001 PEARCE DR # 310 CLEARWATER FL 33764 - 1105 MARKOU, MICHAEL MARKOU, ILIANA 44 SUNSET BAY DR BELLEAIR FL 33756 - 1643 MILLER, ARDITH A NEIHARDT, BEVERLY J NOWICKI, JANUSZ 2069 RAINBOW DR NEIHARDT, JOSEPH H NOWICKI, ROXANA CLEARWATER FL 33765 - 3639 2051 RAINBOW DR 2297 SHARKEY RD CLEARWATER FL 33765 - 3637 CLEARWATER FL 33765 - 2735 OCHI 16312 BYRNWYCK LN ODESSA FL 33556 - 2807 POLLY PROPERTY LLC 2046 GULF TO BAY BLVD CLEARWATER FL 33765 - 3713 SIEH AGRI INC APT 3 512 2ND ST INDIAN ROCKS BEACH FL 33785 - 2513 SOUTHLAND CORP PO BOX 711 DALLAS TX 75221 - 0711 TERUS, WILLIAM S TERUS, TERAS J 2063 RAINBOW DR CLEARWATER FL 33765 - 3639 YOUMANS, WILLIAM L THE YOUMANS, DONNA M THE 2220 SEQUOIA DR CLEARWATER FL 33763 - 1138 a PADGETT, CLAUDE W 12632 HIBISCUS RD LARGO FL 33774 - 3143 ROLDAN, CARMEN E 312 S MERCURY AVE CLEARWATER FL 33765 - 3725 SILENT OAKS LLC 202 N CURRY ST STE 100 CARSON CITY NV 89703 - 4121 SPENCER, MARY REVOCABLE TRUST 6 DORADO PL CLEARWATER FL 33764 - TIOSECO, BONIFACIO Y TIOSECO, CRISTINA 2075 RAINBOW DR CLEARWATER FL 33765 - 3639 PODDI, PAUL C 401 S NIMBUS AVE #3 CLEARWATER FL 33765 - 3741 SHOPPES GULF BAY INC 908 GOLF VIEW AVE TAMPA FL 33629 - 5222 SKYCREST NEIGHBORS JOANNA SISKIN, PRESIDENT 121 N. CREST AVENUE, CLEARWATER, FL 33755 SPENCER, ROGER L REVOCABLE TRU 6 DORADO PL CLEARWATER FL 33764 - VASQUEZ, DORA 1409 SCOTCH PINE DR BRANDON FL 33511 - 8303 rLivcvv r - vovvz7, Iry F/ 7 /1%�% J ,,(`�� 7 7 STAR ENTERPRISES INC * A A P K R (��,J L�,/`,.J ' WMBURGEY, LAWRENCE W 2135 MCKINLEY ST 4899 JUNIPER DR 1536 KURT LN CLEARWATER FL 33765 - 2541 PALM HARBOR FL 34685 - 2691 CLEARWATER FL 33764 - 2407 BELLA ROSA PROPERTIES 516 PATRICIA AVE DUNEDIN FL 34698 - 7813 BRIGGS, JAY J 7141ST ST #B INDIAN ROCKS BEACH FL 33785 - 2604 COMPFORT, ROBERT J PO BOX 4194 CLEARWATER FL 33758 - 4194 BEZEMEK, DAVID J 308 GUNN AVE CLEARWATER FL 33765 - 3716 CARLISLE MOTORS 2085 GULF TO BAY BLVD CLEARWATER FL 33765 - 3711 DONOVAN, JAMES F JR DONOVAN, TAMI L 4438 HARBOR HILLS DR LARGO FL 33770 - 4034 EITEL, WALTER C & ELEANOR TRUS FARID, ASHRAF S 301 S NIMBUS FARID, VIVIAN J CLEARWATER FL 33765 - 3747 774 RANCH RD TARPON SPRINGS FL 34688 - 9032 GARCIA, GERTRUDIS 2086 CAMELLIA DR CLEARWATER FL 33765 - 3701 HOULE, WILLIAM J PO BOX 838 LARGO FL 33779 - 0838 KORKIS, YACOUB 1001 PEARCE DR # 310 CLEARWATER FL 33764 - 1105 MARKOU, MICHAEL MARKOU, ILIANA 44 SUNSET BAY DR BELLEAIR FL 33756 - 1643 GUIMARAES, JOEL W 2088 CAMELLIA DR CLEARWATER FL 33765 - 3701 HUNTERWOOD ASSOC LTD PTNSP STARCREST VILL APT LTD PTN 777 ARTHUR GODREY RD 3RD FLR MIAMI BEACH FL 33140 - 3449 LAVDAS, STEVE S 2081 CAMELLIA DR CLEARWATER FL 33765 - 3744 MILLER, ARDITH A 2069 RAINBOW DR CLEARWATER FL 33765 - 3639 BOU, CELY 2075 DREW ST CLEARWATER FL 33765 - 3120 CLEARWATER PROP GROUP 4401 CAPTAINS WAY JUPITER FL 33477 - 4085 DUSSAULT, EARL J DUSSAULT, MONIQUE R 316 S MERCURY AVE CLEARWATER FL 33765 - 3725 FOUR TEN SOUTH LLC 1241 HERITAGE HILLS CIR SNELLVILLE GA 30078 - 2010 HERRMANN, CLIFFORD E HERRMANN, BETTY M 528 BAMBOO LN CLEARWATER FL 33764 - 6305 KEITH & CO HAIR SALON INC 1214 BOLIVAR CT DUNEDIN FL 34698 - 9305 MANDELBAUM, DAVID JACOBS, CRAIG PO BOX 3590 TOPEKA KS 66601 - 3590 NEIHARDT, BEVERLY JEAN 2051 RAINBOW DR CLEARWATER FL 33765 - 3637 NOWICKI, JANUSZ O C H I PADGETT, CLAUDE W NOWICKI, ROXANA 16312 BYRNWYCK LN 12632 HIBISCUS RD 2297 SHARKEY RD ODESSA FL 33556 - 2807 LARGO FL 33774 - 3143 CLEARWATER FL 33765 - 2735 >.r ;Z, PODDI, PAUL C 401 S NIMBUS AVE #3 CLEARWATER FL 33765 - 3741 SHOPPES GULF BAY INC 908 GOLF VIEW AVE TAMPA FL 33629 - 5222 SPENCER, ROGER L SPENCER, MARY E 6 DORADO PL CLEARWATER FL 33764 - 4861 VASQUEZ, DORA 320 S MERCURY AVE CLEARWATER FL 33765 - 3725 CLEARWATER NEIGHBORHOODS COALITION JOE EVICH, PRESIDENT P.O. BOX 8204 CLEARWATER, FL 33758 J POLLY PROPERTY LLC 2046 GULF TO BAY BLVD CLEARWATER FL 33765 - 3713 SILENT OAKS LLC 202 N CURRY ST STE 100 CARSON CITY NV 89703 - 4121 TERUS, WILLIAM S TERUS, TERAS J 2063 RAINBOW DR CLEARWATER FL 33765 - 3639 YOUMANS, WILLIAM L THE YOUMANS, DONNA M THE 2220 SEQUOIA DR CLEARWATER FL 33763 - 1138 i RICKARD, RICHARD W RICKARD, BONITA M 312 S MERCURY AVE CLEARWATER FL 33765 - 3725 SOUTHLAND CORP PO BOX 711 DALLAS TX 75221 - TIOSECO, BONIFACIO Y TIOSECO, CRISTINA 2075 RAINBOW DR CLEARWATER FL 33765 - 3639 CLEARWATER BEACH ASSOCIATION JAY KEYES, 100 DEVON DRIVE CLEARWATER, FL 33767 Division of Corporations is 0 Page 1 of 2 �ji4i" 1p p-q iaf,;��y !. +� �'+'N.-- .. �r t ^w� �4 (J.r • ,;..?At'1, ,3 C.4� r vM5 7' Foreign Limited Liability CARLISLE MOTORS, LLC PRINCIPAL ADDRESS 2525 34TH STREET NORTH ST. PETERSBURG FL 33713 Changed 04/29/2004 MAILING ADDRESS 110 S.E. 6TH STREET, 20TH FLOOR FT. LAUDERDALE FL 33301 Document Number M99000001427 State DE Last Event MERGER Total Contribution 1.00 FEI Number 650944616 Status ACTIVE Event Date Filed 10/01/1999 Registered Agent Name & Address ROLLIN, KENNETH B 110 SE 6TH STREET 20TH FLOOR FORT LAUDERDALE FL 33301 Name Changed: 05/01/2001 Address Changed: 05/01/2001 Date Filed 09/14/1999 Effective Date NONE Event Effective Date NONE Manager /Member Detail Name & Address Title BENDER, JAMES R MGR 110 SE 6TH STREET, FL 20 http : / /www. sunbiz.org /scripts /cordet. exe ?a 1= DETFIL &n 1= M99000001427 &n2= NAMFW... 3/5/2007 Division of Corporations Page 2 of 2 'I FT. LAUDERDALE FL 33301 I I I I Annual Reports ;PreyiousFitng. etumaoList Next;Filing View Events No Name History Information Document Images Listed below are the images available for this filing. 05/01/2006 -- ANNUAL REPORT 04/27/2005 -- ANNUAL REPORT 04/29/2004 -- ANNUAL REPORT 04/30/2002 -- ANNUAL REPORT 05/01/2001 -- Annual Report 04/11/2000 -- Annual Report 10/01/1999 -- MerQer 1109/14/1999 -- Foreign Limited THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT http: / /www. sunbiz.org /scripts /cordet.exe ?al = DETFIL &nl =M99000001427 &n2= NAMFW... 3/5%2007 —� Report Year Filed Date 2004 04/29/2004 2005 04/27/2005 2006 05/01/2006 ;PreyiousFitng. etumaoList Next;Filing View Events No Name History Information Document Images Listed below are the images available for this filing. 05/01/2006 -- ANNUAL REPORT 04/27/2005 -- ANNUAL REPORT 04/29/2004 -- ANNUAL REPORT 04/30/2002 -- ANNUAL REPORT 05/01/2001 -- Annual Report 04/11/2000 -- Annual Report 10/01/1999 -- MerQer 1109/14/1999 -- Foreign Limited THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT http: / /www. sunbiz.org /scripts /cordet.exe ?al = DETFIL &nl =M99000001427 &n2= NAMFW... 3/5%2007 Property Appraiser General Info, ion: 13/29/15/34812/001 /0010 Card Interactive Map of this Comparable Sales Back to Query New Tax Collector Page 1 of 4 Question/Comment about A ap rcei I,ISL!Rg uua IJaYc 13/29/15/34812/001/0010 Building 2of 2 Building 1 Data Current as of March 04, 2007 [ 10: 51 am Monday March 5 Nonresidential Property Owner, Address, and Sales Print Warehouse Property Use: 339 GUNK'S ADD BLK A, LOTS 1 THRU 10 INCL 2006 Exemptions Homestead: No Use: 0% Ownership: 0% Tax Exempt: 0% Government: No Institutional: No Agricultural: $0 Historic: $0 2006 Value 2006 Tax Information Comparable Sales value based on sales from Tax District: CW 2004 -2005: $0 Millage: 21.7640 Just/Market Value: $1,109,600 Special Tax: $.00 Assessed Value/ SOH Cap: $1,109,600 Taxes: $24,149.33 History Taxable Value: $1,109,600 Taxes without Save -Our -Homes cap: $24,149.33 A significant taxable value increase may Taxes without any exemptions: $24,149.33 occur when sold. Click here for details. Owner /Mailing Sale Date Book/Page Price S/U V/I Address Property Address 12/1996 9561/505 $4,846,400 M I CARLISLE MOTORS 11/1988 6870/2 $400,000 M I ATTN:CONTROLLER 2085 GULF TO BAY 2094 GULF TO BAY Plat Year Plat Book/Page(s) BLVD BLVD 1926 011/088 CLEARWATER FL 33765 -3711 Parcel Information Book/Page: Land Use: Auto Sales, 1.0799/15.84 auto rep... (M Census Tract: Evacuation Zone: NON - 267.03 EVAC http://www.pcpao.org/general—nadet.php?pn=1529133481200100101 3/5/2007 Property Appraiser General Info ion: 13/29/15/34812/001 /0010 Card 1 Land Information Seawall: Frontage: None Land Use Land Size Auto Sales, auto repair and storage, auto servic ... 130 x 296 Auto Sales, auto repair and storage, auto servic ... 130 x 296 Page 2 of 4 View: Unit Units Method Value 16.00 38,400.00 S. 10.00 38,581.91 Structural Elements Foundation: Spread/Monolithic Footing Floor System: Slab on Grade Open plot in New Window View Floor: Exterior Wall: Concrete Block 1 Help Roof Frame: Flat Roof Cover: Built -up Wood Height Factor: 0 Floor Finish: Concrete Finish Interior Finish: None Party wall: None Structural Frame: Masonry Pillar & Steel Cabinet & Mill: None Quality: Average Heating & Air: None Electric: Average Bath Tile: None Fixtures: 2 Total Units: 0 Year Built: 1953 Effective Age: 20 Other Depreciation: 0 Functional Depreciation: 0 Economic Depreciation: 0 f6l §4% 0 http: / /www.pcpao.org /general _ nadet.php ?pn = 1529133481200100101 3/5/2007 Property Appraiser General Infoation: 13/29/15/34812/001 /0010 Card 16 Sub Area information Page 3 of 4 Description Building Finished Ft2 Gross Area Ft2 Factor Effective Ft2 Base Area 1,628 1,628 1.00 1,628 Sales Service Area 2,472 2,472 1.50 3,708 Total Building Finished SF: 4,100 Total Gross SF: 4,100 Total Effective SF: 5,336 Nonresidential Extra Features Description Dimensions Value/Unit Units Total NewValue Depreciated Value Year Asphalt 10000 .$1.75 10000 $17,500.00 $17,500.00 Unknown http:// www. pcpao.org /general_nadet.php ?pn= 1529133481200100101 3/5/2007 Property Appraiser General Info ation: 13 /29/15/34812/001 /0010 Card Page 4 of 4 Interactive Map of this Comparable Sales Back to Query New Tax Collector Question/Comment about parcel Listing Results Search Information this page http: / /www.pcpao.org /general _ nadet.php ?pn = 1529133481200100101 3/5/2007 �. COLOR BOARD P.1 P.2 P.3 M.1 M.2 SHERWIN- WILLAIMS MUSLIN - SW 6133 SHERWIN- WILLIAMS HONEYCOMB - SW 6375 GLIDDEN DEEP SPICE - 39YR 11/342 CULTURED STONE CARMEL - DRYSTACK LEDGESTONE BERRIDGE MANUF. CO. ANTIQUE COPPER -COTE - PREMIUM FINISH BERRIDGE MANUF. CO. MATTE BLACK - STANDARD FINISH ORIGIN RECEIVED - -- -- 630 Chestnut Street Clearwater, Florida 33756 727.796.8774 727.791.6942 fax o2 2001 PLANNING DEPARTMENT CITY OF CLEARWATER i t� i ii 2094 Gulf To Bay Blvd. 630 Chestnut Street CEearwater, FJorJdn 33756 727.796.8714 727.791.6942 fax BUILDING INFORMATION OCCUPANCY CLASSIFICATION: B (BUSINESS), M (MERCANTILE) TYPE OF CONSTRUCTION: II B (SPRINKLED) HEIGHT: 29'- 4 ". NUMBER OF FLOORS: 1 FOOTPRINT: 13,971 S.F. FLOOD ZONE INFORMATION PER FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), THE SITE IS LOCATED WITHIN FLOOD ZONE "X" (FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER: 12103C0109H, MAP REVISED 5/17/2005) GEOTECHNICAL INFORMATION GEOTECHNICAL INFORMATION PROVIDED BY: GULF COAST TESTING LABORATORY, INC SIGNED AND SEALED BY: RAMANUJA C. KANNAN, P.E. # 38688 DATED: 2/22/07 SURVEY INFORMATION SURVEY INFORMATION PROVIDED BY: SUNCOAST LAND SURVEYING, INC. LB 4513 SIGNED AND SEALED BY: KELLY O McCLUNG, P.L.S. # 4032 DATED: 1/18/07 UTILITIES PROVIDERS ELECTRICITY PROGRESS ENERGY FLORIDA P.O. BOX 33199 ST. PETERSBURG, FLORIDA 33733 TEL: (727) 443 -2641 TEL: (877) 372 -8477 CABLE BRIGHT HOUSE NETWORKS 2114 DREW STREET CLEARWATER, FLORIDA 33765 TEL: (727) 329 -5020 TEL: (727) 324 -1009 GAS CLEARWATER GAS SYSTEM 400 NORTH MYRTLE AVENUE CLEARWATER, FLORIDA 33755 TEL: (727) 562 -4900 FAX: (727) 462 -6636 WATER AND SEWER CITY OF CLEARWATER UTILITIES DEPARTMENT 100 S. MYRTLE AVENUE CLEARWATER, FLORIDA 33756 TEL: (727) 562 -4600 FAX: (727) 562 -4629 TELEPHONE VERIZON P.O. BOX 11328 ST. PETERSBURG, FLORIDA 33733 TEL: (800) 483 -4000 TEL: (800) 843 -5000 FIRE CITY OF CLEARWATER FIRE DEPARTMENT 610 FRANKLIN STREET CLEARWATER, FLORIDA 33756 TEL: (727) 562 -4334 FAX: (727) 562 -4328 CONTRACTOR SHALL CALL "SUNSHINE STATE ONE CALL" OF FLORIDA AT 1- 800 - 432 -4770 A MINIMUM OF 2 AND A MAXIMUM OF 5 BUSINESS DAYS PRIOR TO START OF CONSTRUCTION. OWNER: GULF TO BAY DEVELOPERS DIVERSIFIED, LLC 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 TEL: (727) 723 -3771 FAX: (727) 723 -7150 ENGINEER: HIGH POINT ENGINEERING, INC. 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 TEL: (727) 723 -3771 FAX: (727) 723 -7150 SURVEYOR: SUNCOAST LAND SURVEYING, INC 111 FOREST LAKE BOULEVARD OLDSMAR, FLORIDA 34677 TEL: (813) 854 -1342 FAX: (813) 855 -6890 TREE INVENTORY: BUTLER DESIGN GROUP, INC. 4203 -46TH AVENUE NORTH ST. PETERSBURG, FL 33714 TEL: (727) 521 -1684 FAX: (727) 527 -7422 DEVELOPER: 201`"x? GULF TO :000LEVARD L E;`,�' A ER. FLOO(�IDA 3�7Gb- C FRANCHISE CAPITAL GROUP, INC 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 TEL: (727) 723 -3771 FAX: (727) 723 -7150 ARCHITECT: R.E. GREGG ARCHITECTURE 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 TEL: (727) 796 -8774 FAX: (727) 791 -6942 CONTRACTOR: WHOLE DEVELOPMENT INCORPORATED 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 TEL: (727) 723 -3771 FAX: (727) 723 -7150 LANDSCAPE: HIGH POINT ENGINEERING, INC. 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 TEL: (727) 723 -3771 FAX: (727) 723 -7150 SITE AERIAL PHOTOGRAPH N.T.S. ......- .�..,,., j rTt 2 ............ , E (C7 • Irn m 7,_ 'RAINHOYU DR RAsJNBOW OR M RAINMW DR ...... .................. .: ' ... ............................... Y z W _. - .., z I ......................... rn 02 �3 ....x .................E .... ...... .. t� ~• I .RAINBtiW DR II N6OW DR :.. IRAINBOW DR z I ; RAINBOW DR y..J m ..................... .... ............................... „„ ,,,.,,..._...,.. ........._- .._._........- -- - - -- - --.... ._.---------------------- - -.,.. ...................i.....••. ,...... ......_......_,., a f I •E I ..... � I ................... ......... .......... - .... ................... ...........CAMELLIA OR ............ .... ...... ....... ..; w� _ m i C KNELL& 3 Em > .................. m C i i i Fi P ROJ EC i Z I j a............... _ : .,.,,..,...,..........._....... SITE -- __ _...._... .. . ....................... _..._. ................. TbSAYBLVD GULF TO BAY BLVD CULFTO BAY BLVD GULF T6 BAYgLYD GULL =TgggY BLVD GULF TG BAYBLYD OULPTO _..r _....._.__. _.._ .......................__............................._.....,....... ........ ...................... VO .. .......... ? 3 ROGERS ST i ROGERSST I :. ............................... Z •.. ....... ............................... cr .. ....E N > ................ ..................... e � i ..._...___..... ..._.......,.... „. „..�..,„.� ... ..... ........... ....... �,... 11 ... I tmm _ I E TURNER$T i ... •, D DRUID r. °-_.- ...."'""m'... €. .. ..... _"".cI-"'- "' ° °.•- ••-- •••••-•' c i E ...... ...... •; i I IE i ; Ip• ...................... :.... ..... ...... ...... .... .. .... F SITE LOCATION MAP N.T.S. SITE DATA TABLE SECTION 13, TOWNSHIP 29 S, RANGE 15 E ati •�; •YvR k i , 201`"x? GULF TO :000LEVARD L E;`,�' A ER. FLOO(�IDA 3�7Gb- C FRANCHISE CAPITAL GROUP, INC 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 TEL: (727) 723 -3771 FAX: (727) 723 -7150 ARCHITECT: R.E. GREGG ARCHITECTURE 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 TEL: (727) 796 -8774 FAX: (727) 791 -6942 CONTRACTOR: WHOLE DEVELOPMENT INCORPORATED 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 TEL: (727) 723 -3771 FAX: (727) 723 -7150 LANDSCAPE: HIGH POINT ENGINEERING, INC. 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 TEL: (727) 723 -3771 FAX: (727) 723 -7150 SITE AERIAL PHOTOGRAPH N.T.S. ......- .�..,,., j rTt 2 ............ , E (C7 • Irn m 7,_ 'RAINHOYU DR RAsJNBOW OR M RAINMW DR ...... .................. .: ' ... ............................... Y z W _. - .., z I ......................... rn 02 �3 ....x .................E .... ...... .. t� ~• I .RAINBtiW DR II N6OW DR :.. IRAINBOW DR z I ; RAINBOW DR y..J m ..................... .... ............................... „„ ,,,.,,..._...,.. ........._- .._._........- -- - - -- - --.... ._.---------------------- - -.,.. ...................i.....••. ,...... ......_......_,., a f I •E I ..... � I ................... ......... .......... - .... ................... ...........CAMELLIA OR ............ .... ...... ....... ..; w� _ m i C KNELL& 3 Em > .................. m C i i i Fi P ROJ EC i Z I j a............... _ : .,.,,..,...,..........._....... SITE -- __ _...._... .. . ....................... _..._. ................. TbSAYBLVD GULF TO BAY BLVD CULFTO BAY BLVD GULF T6 BAYgLYD GULL =TgggY BLVD GULF TG BAYBLYD OULPTO _..r _....._.__. _.._ .......................__............................._.....,....... ........ ...................... VO .. .......... ? 3 ROGERS ST i ROGERSST I :. ............................... Z •.. ....... ............................... cr .. ....E N > ................ ..................... e � i ..._...___..... ..._.......,.... „. „..�..,„.� ... ..... ........... ....... �,... 11 ... I tmm _ I E TURNER$T i ... •, D DRUID r. °-_.- ...."'""m'... €. .. ..... _"".cI-"'- "' ° °.•- ••-- •••••-•' c i E ...... ...... •; i I IE i ; Ip• ...................... :.... ..... ...... ...... .... .. .... F SITE LOCATION MAP N.T.S. SITE DATA TABLE SECTION 13, TOWNSHIP 29 S, RANGE 15 E CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA PARCEL ID # 13- 29 -15- 34812 - 001 -0010 DESCRIPTION EXISTING PROPOSED CODE REQUIREMENTS ZONING: C C C LAND USE: CG CG CG USAGE: RETAIL RETAIURESTAURANT RETAIL /RESTAURANT SITE AREA: 77,003 S.F. (1.768 AC.) 77,003 S.F. (1.768 AC.) - - - -- BUILDING FOOTPRINT AREA: 8,004 S.F. 13,971 S.F. a PERCENTAGE OF SITE AREA: 10.4% R.E p GROSS FLOOR AREA (GFA): A 13,971 S.F. 0.55 (MAX) FLOOR AREA RATIO (F.A.R.): C. ENT LL_ W W FRONT (GULF TO BAY BLVD.): 19.9 FT. r m FRONT (GUNN AV.): 0.2 FT. (1) 15 FT. TO PAVEMENT 25 FT. BUILDING a LLI L o U) 62.5 FT. TO BUILDING Z SETBACKS FRONT (CORNELL ST.): 139.3 FT. (1) 10 FT. TO PAVEMENT 25 FT. -° lil U 83.4 FT. TO BUILDING SIDE: 178.4 FT. (1) 4 FT. TO PAVEMENT 10 FT. U 51 FT. TO BUILDING BUILDING HEIGHT: 15 FT. (1) 29.33 FT. 25 FT. VEHICULAR USE AREA (V.U.A.): 47,511 S.F. 33,551 S.F. PERCENTAGE OF SITE AREA: 61.7% 43.6% O SIDEWALK, CURB & DUMPSTER AREA: 6,387 S.F. 6,480 S.F. PERCENTAGE OF SITE AREA: 8.3% 8.4% TOTAL IMPERVIOUS AREA: 61,902 S.F. 54,002 S.F. IMPERVIOUS SURFACE RATIO (I.S.R.): 0.80 0.70 0.95 (MAX) TOTAL PERVIOUS AREA: 15,101 S.F. 201`"x? GULF TO :000LEVARD L E;`,�' A ER. FLOO(�IDA 3�7Gb- C FRANCHISE CAPITAL GROUP, INC 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 TEL: (727) 723 -3771 FAX: (727) 723 -7150 ARCHITECT: R.E. GREGG ARCHITECTURE 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 TEL: (727) 796 -8774 FAX: (727) 791 -6942 CONTRACTOR: WHOLE DEVELOPMENT INCORPORATED 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 TEL: (727) 723 -3771 FAX: (727) 723 -7150 LANDSCAPE: HIGH POINT ENGINEERING, INC. 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 TEL: (727) 723 -3771 FAX: (727) 723 -7150 SITE AERIAL PHOTOGRAPH N.T.S. ......- .�..,,., j rTt 2 ............ , E (C7 • Irn m 7,_ 'RAINHOYU DR RAsJNBOW OR M RAINMW DR ...... .................. .: ' ... ............................... Y z W _. - .., z I ......................... rn 02 �3 ....x .................E .... ...... .. t� ~• I .RAINBtiW DR II N6OW DR :.. IRAINBOW DR z I ; RAINBOW DR y..J m ..................... .... ............................... „„ ,,,.,,..._...,.. ........._- .._._........- -- - - -- - --.... ._.---------------------- - -.,.. ...................i.....••. ,...... ......_......_,., a f I •E I ..... � I ................... ......... .......... - .... ................... ...........CAMELLIA OR ............ .... ...... ....... ..; w� _ m i C KNELL& 3 Em > .................. m C i i i Fi P ROJ EC i Z I j a............... _ : .,.,,..,...,..........._....... SITE -- __ _...._... .. . ....................... _..._. ................. TbSAYBLVD GULF TO BAY BLVD CULFTO BAY BLVD GULF T6 BAYgLYD GULL =TgggY BLVD GULF TG BAYBLYD OULPTO _..r _....._.__. _.._ .......................__............................._.....,....... ........ ...................... VO .. .......... ? 3 ROGERS ST i ROGERSST I :. ............................... Z •.. ....... ............................... cr .. ....E N > ................ ..................... e � i ..._...___..... ..._.......,.... „. „..�..,„.� ... ..... ........... ....... �,... 11 ... I tmm _ I E TURNER$T i ... •, D DRUID r. °-_.- ...."'""m'... €. .. ..... _"".cI-"'- "' ° °.•- ••-- •••••-•' c i E ...... ...... •; i I IE i ; Ip• ...................... :.... ..... ...... ...... .... .. .... F SITE LOCATION MAP N.T.S. SITE DATA TABLE SECTION 13, TOWNSHIP 29 S, RANGE 15 E CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA PARCEL ID # 13- 29 -15- 34812 - 001 -0010 DESCRIPTION EXISTING PROPOSED CODE REQUIREMENTS ZONING: C C C LAND USE: CG CG CG USAGE: RETAIL RETAIURESTAURANT RETAIL /RESTAURANT SITE AREA: 77,003 S.F. (1.768 AC.) 77,003 S.F. (1.768 AC.) - - - -- BUILDING FOOTPRINT AREA: 8,004 S.F. 13,971 S.F. a PERCENTAGE OF SITE AREA: 10.4% 18.1% p GROSS FLOOR AREA (GFA): 8,004 S.F. 13,971 S.F. 0.55 (MAX) FLOOR AREA RATIO (F.A.R.): 0.10 0.18 LL_ W W FRONT (GULF TO BAY BLVD.): 19.9 FT. (1) 98 5 F . BUILDING ENT 25 FT. m FRONT (GUNN AV.): 0.2 FT. (1) 15 FT. TO PAVEMENT 25 FT. BUILDING a LLI L o U) 62.5 FT. TO BUILDING Z SETBACKS FRONT (CORNELL ST.): 139.3 FT. (1) 10 FT. TO PAVEMENT 25 FT. -° lil U 83.4 FT. TO BUILDING SIDE: 178.4 FT. (1) 4 FT. TO PAVEMENT 10 FT. U 51 FT. TO BUILDING BUILDING HEIGHT: 15 FT. (1) 29.33 FT. 25 FT. VEHICULAR USE AREA (V.U.A.): 47,511 S.F. 33,551 S.F. PERCENTAGE OF SITE AREA: 61.7% 43.6% O SIDEWALK, CURB & DUMPSTER AREA: 6,387 S.F. 6,480 S.F. PERCENTAGE OF SITE AREA: 8.3% 8.4% TOTAL IMPERVIOUS AREA: 61,902 S.F. 54,002 S.F. IMPERVIOUS SURFACE RATIO (I.S.R.): 0.80 0.70 0.95 (MAX) TOTAL PERVIOUS AREA: 15,101 S.F. 19,838 S.F. 5.0 /o (MIN) ) PERCENTAGE OF SITE AREA: 19.6% 25.8% m TOTAL POND AREA: 0 S.F. 3,163 S.F. PERCENTAGE OF SITE AREA: 0.0% 4.1% " " " -- INTERIOR LANDSCAPE AREA FOR V.U.A.: 6,945 S.F. 5,338 S.F. PERCENTAGE OF V.U.A.: 1 15.9% o ) 10 /o (MIN) OFF - STREET PARKING: 90 SPACES (2) 74 SPACES 5 PER 1,000 GFA (RETAIL) 15 PER 1,000 GFA (RESTAURANT) (1) FLEXIBLE DEVELOPMENT APPLICATION (2) MINIMUM OFF - STREET PARKING DEMAND WAS ESTIMATED BASED ON THE PARKING RATIO FOR RETAIL SINCE THE TOTAL RESTAURANT AREA IS LESS THAN 25% OF THE TOTAL GROSS FLOOR AREA. MINIMUM OFF - STREET PARKING CALCULATION: 13,971 SF x 5 SPACES PER 1,000 SF OF G.F.A = 69 SPACES UD ZeD 7 - 0 3 00 C/ O v ® Q Q ��O'3ao Wi t,►, W U.J Lu CL. 4 z � awe �o�¢ ®Uv5LD INDEX OF DRAWINGS_ SHEET No. CONTENT C -1 SITE DEVELOPMENT DATA C -2.1 GENERAL NOTES, ABBREVIATIONS & SYMBOLS C -2.2 SITE CONSTRUCTION NOTES & SPECIFICATIONS C -2.3 TOPOGRAPHIC SURVEY C -3 DEMOLITION &TREE PROTECTION PLAN C -4.1 SITE LAYOUT AND PARKING PLAN C -4.2 SIGNING &MARKING PLAN C -5.1 PAVING, GRADING &DRAINAGE PLAN C -5.2. CONSTRUCTION SURFACE WATER MANAGEMENT PLAN C -5.3 CROSS SECTIONS C -6.1 & C -6.2 C -7.11 C -7.2 & C -7.3 C -7.4 & G7.5 L -1 L -2 L -3 L -4 UTILITIES PLAN SITE CONSTRUCTION DETAILS UTILITIES DETAILS LANDSCAPE PLAN LANDSCAPE NOTES & DETAILS TREE INVENTORY PLAN TREE PRESERVATION PLAN ORIGINAL. RECENT -D AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER U) z 0 U) w W� l- U Of LU M z(D LLI Z W nZ LL. O W UaCD W W O -_! WM � a a. 0 � 00 mO p i I- Q J W u J m LL_ W W I- m O O m m m m W � cD a LLI L o U) m Z J U m D.. m -° lil U N U Lu > \o Z Z Lu O U cu 0 W (D w ¢ c� S2 m m U Q ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES I c 1:3 FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER Of M z(D I Z W nZ LL. Lf ) W UaCD W W 7 -_! WM � a a. 0 � 00 mO N N i I- Q J W u J m LL_ W W I- m Ow �Q W � cD a LLI L o U) Lu p c%l J U U D.. ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES I c 1:3 FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER M z(D I C7 M nZ LL. ��- ti ti W W __ W W N N z M " " U ,Z N I- m Z Z z° J W -° U N \o °' O cu 0 W U c� z ALLI cr- w W z (D z W J CL U CO r tiUl 4, cyi Z -o z o z c/) U z cu (0) U J ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES I c 1:3 FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER GENERAL CONSTRUCTION NOTES 1. THESE DRAWINGS SHALL NOT BE UTILIZED FOR CONSTRUCTION PRIOR TO OBTAIN THE PERMITS FROM THE CITY /COUNTY AND OTHER GOVERNMENTAL AND REGULATORY AGENCIES HAVING JURISDICTION OVER THE PROJECT. THE CONTRACTOR SHALL ASSURE THAT CONSTRUCTION IS IN ACCORDANCE WITH THE APPROVED DRAWINGS. 2. THE CONTRACTOR SHALL READ AND UNDERSTAND THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AND REGULATORY AGENCIES, THE ENGINEER, AND THE ARCHITECT. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE ANY NECESSARY INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS. 3. UNLESS OTHERWISE SPECIFIED, ALL WORK PERFORMED SHALL COMPLY WITH THE ORDINANCES AND REGULATIONS OF THE GOVERNMENTAL AND REGULATORY AGENCIES HAVING JURISDICTION OVER THE PROJECT. ALL CONSTRUCTION MATERIALS, MEANS, METHODS AND TECHNIQUES SHALL CONFORM TO CITY / COUNTY CONSTRUCTION STANDARDS, FDOT "STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM" AND FDOT "SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" LATEST EDITION. 4. IMMEDIATELY UPON MOBILIZING TO THE SITE, THE CONTRACTOR (ACCOMPANIED BY THE OWNER AND ARCHITECT) SHALL PERFORM A SURVEY OF THE ENTIRE PROJECT AREA. THE CONTREACTOR SHALL SURVEY IN DETAIL USING WRITTEN AND PHOTOGRAPHIC MEANS, BUILDING(S) AND SITE AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON - CRACKED, NON - RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) SPECIALLY THOSE THAT WILL REMAIN IN THEIR EXISITNG CONDITION AT THE END OF PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TO THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION, MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE WRITTEN AND PHOTOGRAPHIC DETAILS. SHOULD DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND /OR UTILITIES AND /OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND /OR REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST. 5. WHEN NECESSARY, THE CONTRACTOR SHALL COORDINATE AND SCHEDULE CONSTUCTION ACTIVITIES WITH OTHER CONTRACTORS AND UTILITY COMPANIES (E.G., POWER, TELEPHONE, CABLE, GAS, ETC.). IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN THE REQUIRED PERMITS TO PERFORM WORK WITHIN PUBLIC EASEMENTS AND RIGHT -OF -WAY AND ENSURE THAT ALL PERMITS ARE APPROVED PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND MAKE ADJUSTMENTS OF ANY CONFLICT SHOWN OR NOT SHOWN IN THESE PLANS WITH OTHER EXISITNG SITE IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE CONFLICTING AREA. 7. THE CONTRACTOR SHALL NOT COMMENCE THE CONSTRUCTION OF POTABLE WATER AND /OR SANITARY SEWER SYSTEMS PRIOR TO OBTAIN THE PERMIT(S) FROM THE FLORIDA HEALTH DEPARTMENT AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN FROM THE OWNER OR THE ENGINEER A COPY OF ALL PERTINENT PEMITS RELATED TO THIS PROJECT AND REVIEW THEM TO ASSURE THAT ALL CONDITIONS DESCRIBED ON THE PERMITS ARE IN COMPLIANCE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SCHEDULING AND COORDINATION OF THE UNDERGROUND WORK ASSOCIATED WITH THIS PROJECT. IT WILL BE NECESSARY TO IDENTIFY, EXAMINE, COORDINATE AND /OR ADJUST ACCORDINGLY THE PROPOSED LOCATIONS OF THE VARIOUS COMPONENTS OF THE UTILITIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT DRAWINGS SHOWING ADJUSTED PIPE SIZES, STRUCTURES, AND ELEVATIONS. 9. THE CONTRACTOR SHALL COORDINATE THE POINTS OF CONNECTIONS OF UTILITIES WITH DIFFERENT SUBCONTRACTORS. THE SITE CONTRACTOR SHALL BRING THE UNDERGROUND INFRASTRUCTURES (I.E. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC.) TO 5 FEET OUTSIDE THE BUILDING(S). THE PLUMBING CONTRACTOR SHALL CONNECT AND MEET THE INVERT ELEVATIONS OF SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BUILDING SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODE OF ORDINANCE REQUIREMENTS. 10. TOPOGRAPHIC SURVEY AND LEGAL DESCRIPTIONS WERE PREPARED BY OTHERS AND IT IS FOR INFORMATIONAL PURPOSES ONLY. THE ENGINEER ASSUME NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURACY AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID INFORMATION. PROPOSED LOCATIONS, ELEVATIONS, AND DIMENSIONS OF STRUCTURES AND OTHER SITE FEATURES ARE SHOWN IN ACCORDANCE TO THE SURVEY INFORMATION PROVIDED TO THE ENGINEER AT THE TIME OF THE PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 11. THE EXISTING UNDERGROUND UTILITY LINES SHOWN HEREON WERE TAKEN FROM DOCUMENTS FURNISHED BY OTHERS AND NOT FIELD VERIFIED. THE CONTRACTOR MUST USE SAID INFORMATION ONLY AS A GUIDE TO THE SUGESTED LOCATION OF UNDERGROUND UTILITY SERVICES, INCLUDING BUT NOT LIMITED TO: POTABLE WATER LINES, SANITARY SEWER, STORM SEWER, GAS LINES, ELECTRICAL POWER, RECLAIMED WATER LINES, IRRIGATION LINES, TELEVISION CABLES, FIBER OPTIC CABLES, TELEPHONE CABLES, ALARM SYSTEM CABLES, SECURITY WIRING, SITE UNDERGROUND MECHANICAL, CONTROL SYSTEMS WIRING, SYSTEMS INCLUDING INSULATION, ETC. THE ENGINEER CANNOT GUARANTEE THE ACCURACY OF THE EXISTING UNDERGROUND UTILITY LINES NOR THAT ALL ARE SHOWN HEREON. THE CONTRACTOR SHALL DETERMINE THE SPECIFIC LOCATION AND CAREFULLY EXPOSE ALL UNDERGROUND UTILITY LINES IN COORDINATION WITH OWNER(S) TO THEIR SATISFACTION AND MAKE ADJUSTMENTS TO SAME IN THE EVENT THERE ARE CONFLICTS WITH NEW CONSTRUCTION. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND UTILITY SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ENVIRONMENTAL PROTECTION AGENCY PERMITTING REQUIRED. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GETTING A DEWATERING PLAN APPROVED BY THE WATER MANAGEMENT DISTRICT WHEN REQUIRED. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING, REPAIRING AND /OR REINSTALLING DAMAGED OR DISTURBED EXISTING IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, SIDEWALKS, DUMPSTER PADS, FENCES, HAND RAILS, GATE VALVES, CLEANOUTS, FIRE HYDRANTS, FIRE DEPARTMENT CONNECTIONS, ELECTRICAL, CABLE AND TELEPHONE BOXES, ELEVATED POWER AND TELEPHONE LINES, WATER, SANITARY, GAS AND STORMWATER PIPELINES, UNDERGROUND POWER, TELEPHONE AND CABLE LINES, IRRIGATION SYSTEMS AND CONTROLS, ETC. 15. THE CONTRACTOR SHALL LOCATE PROPERTY LINES AS REQUIRED TO AVOID ENCROACHMENT INTO ADJACENT PROPERTY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER CONCERNING LIMITS OF CONSTRUCTION, TRANSITIONS, PHASES, ETC. WHICH MAY NOT BE SHOWN ON THESE PLANS. 16. THE CONSTRACTOR SHALL RESTORE TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING, UNLESS SPECIFICALLY EXEMPTED BY THE PLANS, ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK. ADDITIONAL COSTS ARE INCIDENTAL AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 17. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO SUBGRADE STABILIZATION, BASE AND PAVEMENT CONSTRUCTION. 18. ADJUSTMENTS OF WATER VALVES, WATER METERS, SANITARY MANHOLE TOPS, INLETS, JUNCTION BOX TOPS, ETC. SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR THE ENGINEER FOR THESE ADJUSTMENTS. 19. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER FOR APPROVAL ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS PROJECT. FAILURE TO OBTAIN APPROVAL BEFORE MANUFACTURE AND INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 20. THE CONTRACTOR SHALL NOTIFY THE UTILITY INSPECTORS 5 DAYS BEFORE CONNECTING TO ANY UTILITY LINE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT TO THE APPROPRIATE AGENCIES AT LEAST THREE (3) WEEKS PRIOR TO START OF CONSTRUCTION ALL REQUIRED SHOP DRAWINGS, CONTRACTOR'S LEGAL INFORMATION, STARTING DATE, SCHEDULE, MANAGEMENT OF TRAFFIC PLAN AND OTHER PERTINENT INFORMATION REQUIRED. ANY WORK PERFORMED WITHOUT PRESENCE OF THE AGENCY INSPECTOR, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 21. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE AT ALL TIMES. 22. THE CONTRACTOR SHALL FORWARD TO THE OWNER A COPY OF ALL COMPACTION AND ASPHALT MIX TEST RESULTS. THE TEST RESULTS SHALL BE CERTIFIED BY A MATERIAL / GEOTECHNICAL ENGINEER, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY CITY /COUNTY AND /OR THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) AS WELL AS BY THE APPROVED CONSTRUCTION PLANS, ARE SATISFIED. 23. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER OR THE OWNER MAY BE A CAUSE FOR THE WORK TO BE UNACCEPTABLE. VALUE ENGINEERING SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER AND THE OWNER. 24. THE CONTRACTOR SHALL PROVIDE CERTIFIED AS -BUILT DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE AS -BUILT DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, ACCURATE HORIZONTAL AND VERTICAL LOCATION OF DETENTION / RETENTION BASIN(S) INCLUDING TOP OF BANK, TOE OF SLOPE, BOTTOM OF POND AND SIDE SLOPES, CONTROL STRUCTURE(S), DIMENSION AND INVERT ELEVATION OF WEIR, ORIFICE AND SKIMMER, INLET AND MANHOLE SIZES AND STORM PIPE INVERT ELEVATIONS, SIZE AND LOCATIONS OF ALL UTILITIES INCLUDING SANITARY SEWER AND WATER PIPES AND FITTINGS, STORM AND SANITARY SEWER SLOPES, CONCRETE PADS, SIDEWALKS, FINISHED FLOOR ELEVATION(S), GRADE BREAKS, ETC. THE CONTRACTOR SHALL PROVIDE FIVE COPIES OF THE CERTIFIED AS -BUILT DRAWINGS TO THE ENGINEER. THE AS -BUILT DRAWING SHALL BE SUFFICIENT IN DETAIL TO BE ACCEPTABLE BY GOVERMENTAL AND REGULATORY AGENCIES HAVING JURISDICTION ON THE PROJECT. 25. CONTRACTOR SHALL PROVIDE SANITARY SEWER AND WATER MAIN SYSTEMS CERTIFIED AS -BUILT DRAWINGS INCLUDING SANITARY SEWER INFILTRATION / EXFILTRATION TEST RESULTS, WATER MAIN PRESSURE TEST RESULTS AND TWO (2) CONSECUTIVE DAYS BACTERIOLOGICAL SAMPLING RESULTS AT LEAST SIX (6) WEEKS PRIOR TO ANTICIPATED DATE OF CERTIFICATE OF COMPLETION APPLICATION. 26. SIGN MONUMENTS, WALLS AND FENCES REQUIRE SEPARATE PERMIT APPLICATION(S). ANY DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE OWNER. 27. WHEN NECESSARY, CONTRACTOR SHALL BE RESPONSIBLE FOR AN EASEMENT INSPECTION BY CITY / COUNTY ENGINEERING DEPARTMENT PRIOR TO CONCRETE POUR OF FOOTER/SLAB. CONTRACTOR SHALL STAKE ALL PROPERTY CORNERS AND EASEMENT LINES PRIOR TO EASEMENT INSPECTION. 28. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE FLORIDA FIRE PREVENTION CODE, WHICH INCLUDES THE LATEST EDITIONS OF THE N.F.P.A. #1 FIRE PREVENTION CODE & 101 THE LIFE SAFETY CODE. GENERAL SAFETY NOTES 1. THESE CONSTRUCTION PLANS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY IN ACCORDANCE WITH U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR MEANS, METHODS AND TECHNIQUES OF CONSTRUCTION SAFETY. 2. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET BY THE U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 3. DURING CONSTRUCTION, ALL SAFETY CONTROLS AND REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PEDESTRIANS AND WORKERS. 4. THE MINIMUM STANDARDS IN "THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS" SHALL BE FOLLOWED FOR THE DESIGN, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PEDESTRIANS AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 5. THE CONTRACTOR'S MAINTENANCE OF TRAFFIC PLAN SHALL BE SUBMITTED AND APPROVED BY APPLICABLE AGENCIES PRIOR TO START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ITS EMPLOYEES AND SUB CONTRACTORS WITH ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT THEY COMPLY WITH ALL APPLICABLE SAFETY REQUIREMENTS. CONTRACTOR SHALL REMAIN IN COMPLIANCE WITH ALL U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION LAWS. 7. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, SHALL CONFORM TO THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) RULES AND REGULATIONS FOR EXCAVATIONS SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). 8. TO COMPLY WITH THE UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY COMPANIES, AFFILIATED OR NOT AFFILIATED TO THE "SUNSHINE STATE ONE CALL" OF FLORIDA CORPORATION, PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS AND /OR CLEARANCE OF EXISTING UNDERGROUND UTILITIES. WORK IN FDOT RIGHT -OF -WAY NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A RIGHT -OF -WAY USE PERMIT FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION MAINTENANCE OFFICE FOR ANY WORK WITHIN THE RIGHT -OF -WAY. THE CONTRACTOR SHALL INCLUDE IN THE PERMIT APPLICATION A MAINTENANCE OF TRAFFIC PLAN AND PROOF OF LIABILITY INSURANCE. THE CONTRACTOR SHALL NOTIFY THE FLORIDA DEPARTMENT OF TRANSPORTATION MAINTENANCE OFFICE (48) HOURS PRIOR TO START OF CONSTRUCTION. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) RIGHT -OF -WAY SHALL CONFORM TO: (1) FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION ", LATEST EDITION. (2) FLORIDA DEPARTMENT OF TRANSPORTATION "DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEMS ", LATEST EDITION. (3) FLORIDA DEPARTMENT OF TRANSPORTATION "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS ", LATEST EDITION. 1. PERMANENT EROSION CONTROL AND SHOULDER SODDING AND TURF ON EXISTING FACILITIES SHALL CONFORM TO FDOT INDEX 104 -105. 2. CURB & CURB AND GUTTER SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 300. 3. GUARDRAILS SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 400. 4. TURNOUTS (DRIVEWAY CONNECTIONS) SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 515. 5. TRAFFIC CONTROL THROUGH WORK ZONES SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 600. 6. SINGLE COLUMN GROUND SIGNS SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 11860 AND SHALL BE PLACED IN ACCORDANCE WITH FDOT DESIGN STANDARD INDEX 17302. 7. STRIPING SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 17346. 8. REFLECTIVE PAVEMENT MARKERS SHALL CONFORM TO FDOT DESIGN STANDARD INDEX 17352. 9. SIGNING AND STRIPING SHALL BE IN ACCORDANCE WITH THE FHWA "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD). EXISTING STANDARD SYMBOLS DESCRIPTION PROPOSED ('NI WATER METER E WM ELEVATION RECLAIMED METER aRM - - -- - - -- - METER AND BACK FLOW PREVENTOR ®WM &BFP -- - - - DOUBLE DETECTOR CHECK VALVE ASSEMBLY mm DDCVA FHA FIRE HYDRANT ASSEMBLY FHA Zi FD° FIRE DEPARTMENT CONNECTION }+J'FDC ``'' GATE VALVE H GV• -- -- - - x- - - - -- BLOW -OFF VALVE e @) SANITARY SEWER MANHOLE O 101 CC CLEANOUT m Co. ro ol GREASE TRAP / OIL SEPARATOR O O r. --�- SURFACE FLOW ARROW N -- - - - - -- - -- GRATE INLET - EX. ST CURB INLET ST @ STORM SEWER MANHOLE 0 CI MITERED END SECTION az EX. TEL FLARED END SECTION m EX. ELE LIGHT POLE ELE _ CONCRETE UTILITY POLE -0 - -.9. WOOD UTILITY POLE -O- f GUIDE WIRE REC c BOLLARD 0 -YS- SIGNAGE T - WHEEL STOP WM EX. SAN HANDICAP SPACE SAN EX. FM TRAFFIC MARKINGS FM EX, GAS GAS LINE GAS L I N E T Y P E S EXISTING DESCRIPTION PROPOSED ELEVATION PROPERTY LINE p p p p 7. - - -- - - -- - CENTER LINE - - - -- - - - EDGE OF PAVEMENT ELLIPTICAL REINFORCED CONCRETE PIPE NTS WALL AC - - I - - -- -- - - ...Ll -- - - -I -- WOOD FENCE 0 0 n n 0 0- 0 -0 CHAIN LINK FENCE OD -- -- - - x- - - - -- BARB WIRE FENCE X x x x x x x N/A SILT FENCE EM ELECTRIC METER LOT LINE - - BSH POND TOP OF BANK ASPH -- - RIGHT OF WAY LINE - -- - - - - -- - -- SECTION LINE CF EX. ST STORM SEWER LINE ST EX. TV CABLE TV LINE _ TV EX, FO FIBER OPTIC LINE FO EX. TEL TELEPHONE LINE TEL EX. ELE ELECTRIC LINE ELE EX. OHP OVERHEAD POWER LINE OHP EX. LIGP UNDERGROUND POWER LINE UGP EX. REC RECLAIMED WATER LINE REC EX. IRR IRRIGATION WATER LINE IRR EX. FIRE FIRE LINE FIRE EX, WTI POTABLE WATER LINE WM EX. SAN SANITARY SEWER LINE SAN EX. FM FORCE MAIN LINE FM EX, GAS GAS LINE GAS -- -- - - -- - - -- EASEMENT LINE . - . - . . - . - . -JD-JD-JD-JD WETLAND LINE -WET-WET-WET-WET FLOOD FLOOD FLOOD ZONE LINE N/A - -- - -- - - -- --- 75- - - - - -- CONTOUR LEVEL 75 - - - - - - - - - - R.L - --- ,..,- - ---- RIDGE LINE - - - - - - - - - - R.L ---- - - - - -- ® m o ® ® = ® ® m ® BASIN LINE ® m e ® e o ® m o I ABBREVIATIONS UNITS OF MEASURE ABC ASPHALT BASE COURSE EL ELEVATION NHW NORMAL HIGH WATER ABS ACRYLONITRITE- BUTADIENE - STYRENE PIPE ERCP ELLIPTICAL REINFORCED CONCRETE PIPE NTS NOT TO SCALE AC ACRE A/C AIR CONDITIONER EOP EDGE OF PAVEMENT OD OUTSIDE DIAMETER BA BARREL ACCEL ACCELERATION EM ELECTRIC METER OH OVERHEAD BSH BUSHEL ASPH ASPHALT EMBK EMBANKMENT PAVT PAVEMENT CF CUBIC FOOT ASPH CONC ASPHALTIC CONCRETE EMUL EMULSIFIED PL PROPERTY LINE CFS CUBIC FOOT PER SECOND ASTM AMERICAN SOCIETY FOR TESTING MATERIALS ESMT EASEMENT PVC POLYVINYL CHLORIDE PIPE CY CUBIC YARD AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND EXCAV EXCAVATION Q PEAK DISCHARGE or FLOW VOLUME (CFS) DA DAYS TRANSPORTATION OFFICIALS FAC FLORIDA ADMINISTRATIVE CODE RBAC ROCK BASE ASPHALTIC CONCRETE FT FOOT BFP BACK FLOW PREVENTER FC FRICTION COURSE RCP REINFORCED CONCRETE PIPE FPS FEET PER SECOND BOC BACK OF CURB FDC FIRE DEPARTMENT CONNECTION REQ REQUIRED GA GALLON BCCMP BITUMINOUS COATED CORRUGATED METAL PIPE FDN FOUNDATION RPZ REDUCED PRESSURE ZONE HP HORSE POWER BIT BITUMINOUS FFE FINISHED FLOOR ELEVATION R/W RIGHT OF WAY HR HOUR BL BASE LINE FES FLARED END SECTION RR RAILROAD IN INCH BLKHD BULKHEAD FHA FIRE HYDRANT ASSEMBLY SAHM SAND - ASPHALT HOT MIX KIP THOUSAND POUNDS (FORCE) BLVD BOULEVARD FHWA FEDERAL HIGHWAY ADMINISTRATION SAN SANITARY KSI KIPS PER SQUARE INCH BM BENCH MARK FM FORCE MAIN SBAC SHELL BASE ASPHALTIC CONCRETE KV KILOVOLT BOT BOTTOM FO FIBER OPTIC CABLE SBRM SAND BITUMINOUS ROAD MIX LB POUND BRG BEARING GD GUTTER DRAIN SCST SAND -CLAY SURFACE TREATMENT LF LINEAR FOOT BT BURRIED TELEPHONE CABLE OR DUCT GI GUTTER INLET SHLDR SHOULDER LS LUMP SUM BTFLY BUTTERFLY GIP GALVANIZED IRON PIPE SHW SEASONAL HIGH WATER M METER BWF BARBED WIRE FENCE GM GAS MAIN ST STRUCTURE MG THOUSAND GALLONS C &G CURB AND GUTTER GTTR GUTTER SUBS SUBSOIL MI MILE CAP CORRUGATED ALUMINUM PIPE GUY GUIDE WIRE SUBGR SUBGRADE MPH MILES PER HOUR CBC CONCRETE BOX CULVERT HT HEIGHT TBO TEMPORARY BLOW -OFF OZ OUNCE CEM CEMENT H/W HEADWALL TBM TEMPORARY BENCH MARK PSI POUNDS PER SQUARE INCH CIP CAST IRON PIPE HS -20 AASHTO NEW TRUCK MODEL FOR BRIDGE EVALUATION TCB TEMPORARY CONCRETE BARRIER SEC SECOND ORIGIML CL CENTER LINE HWY HIGHWAY TCE TEMPORARY CONSTRUCTION EASEMENT SQ FT or SF SQUARE FOOT RECEIVED CLF CHAIN LINK FENCE ID INSIDE DIAMETER TCP TERRA COTTA PIPE SQ IN or SI SQUARE INCH CM CONCRETE MONUMENT IE INVERT ELEVATION TEL TELEPHONE SQ YD OR SY SQUARE YARD CMP CMPA CORRUGATED METAL PIPE CORRUGATED METAL PIPE ARCH IMC INTERMEDIATE METAL CONDUIT TOB TOP OF BANK TN TON AUG 13 2001 ITE INSTITUTE OF TRANSPORTATION ENGINEERS TOP TOP OF PIPE VF VERTICAL FOOT CO CLEANOUT JB JUNCTION BOX TOS TOE OF SLOPE YR YEAR CONC CONCRETE JT JOINT TYP TYPICAL CP CONCRETE PIPE L LENGTH TAN TOP OF WALL PLANNING DEPARTMENT CPE CORRUGATED POLYETHYLENE PIPE LBR LIMEROCK BEARING RATIO T &V TAP AND VALVE CITY O6Ci3P CSP CORRUGATED STEEL PIPE LFD LOAD FACTOR DESIGN U.D. UNDERDRAIN l� 1G FA07 CT CLEAR TRUNK LRFD LOAD RESISTANCE FACTOR DESIGN UG UNDERGROUND CULV CULVERT M MASS USGS US GEOLOGICAL SURVEY THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO DA DRAINAGE AREA MES MITERED END SECTION VCP VITRIFIED CLAY PIPE CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED DBI DITCH BOTTOM INLET MH MANHOLE VOL VOLUME IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. DO DRY DENSITY MHW MEAN HIGH WATER W/C WATER - CEMENT RATIO DECEL DECELERATION MON MONUMENT WB40 INTERMEDIATE SEMI TRAILER (40' WB) DENS DENSITY MOT MAINTENANCE OF TRAFFIC WB50 LARGE SEMI TRAILER (50' WB) DHW DESIGN HIGH WATER MP MILE POST WB60 TANDUM SEMI TRAILER (60' WB) DIP DUCTILE IRON PIPE MSL MEAN SEA LEVEL WM WATER MAIN DT DITCH MTD MOUNTED WQT WATER QUALITY TREATMENT DI DROP INLET N NORTH WT WATER TABLE DIA DIAMETER NA or N/A NOT AVALABLE or NOT APPLICABLE WPF WOOD PLANK FENCE 58626 BRAULIO GRAJALES DLW DESIGN LOW WATER NAVD NORTH AMERICA VERTICAL DATUM of 1988 XSEC CROSS SECTION DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY NGVD NATIONAL GEODETIC VERTICAL DATUM of 1929 YI YARD INLET FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER U) z 0 U) w m 0 z U w Lu 0 0 ti 5 0 0 0 c� 0 o m m m m z w m m m 0 U Z z ca 0 > Lu w C9 V a D 0 Q U Q U) z O Q W m m Q J O w m F- Z W 0 W LO C, v *cy) W ---I J a I- O O m 0 z W Q m 0 LL J 0 W W U- >> ~ >Q z z W (D m Q z CD o w 0 0 N W U Ix SHEET: 0 2ni TESTING SCHEDULE ITEM TEST TEST FREQUENCY OPTIMUM MOISTURE / MAXIMUM DENSITY PER SOIL TYPE BUILDING PAD 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM D1557 -70) ONE PER 2,500 SF / HORIZONTALLY IN 12 INCH LIFTS OPTIMUM MOISTURE / MAXIMUM DENSITY PER SOIL TYPE EMBANKMENT � 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM D1557 -70) ONE PER 5,000 SF / HORIZONTALLY IN 12 INCH LIFTS UTILITY TRENCH BACK FILL OPTIMUM MOISTURE / MAXIMUM DENSITY PER SOIL TYPE OVER PIPELINES AND AROUND STRUCTURES FROM 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM D1557 -70) HORIZONTALLY IN 6 INCH LIFTS RIGHT -OF -WAY LINE TO RIGHT -OF -WAY LINE I:. AND IN STRUCTURAL AREAS 0 (SEE NOTES 1 AND 2) UTILITY TRENCH BACK FILL OPTIMUM MOISTURE / MAXIMUM DENSITY PER SOIL TYPE OVER PIPELINES OUTSIDE THE RIGHT -OF -WAY 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM D1557 -70) HORIZONTALLY IN 6 INCH LIFTS AND IN NON - STRUCTURAL AREAS (SEE NOTES 1 AND 2) m OPTIMUM MOISTURE / MAXIMUM DENSITY PER MATERIAL TYPE STABILIZED SUB GRADE MINIMUM 40 LBR PER MATERIAL TYPE 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 -57 (ASTM D1557 -70) (SEE NOTE 3) �� V J OPTIMUM MOISTURE / MAXIMUM DENSITY PER SOURCE BASE MINIMUM 100 LBR PER SOURCE (OTHER THAN SOIL CEMENT) 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T180 57 (ASTM D1557 -70) - NO TOLERANCE EACH LIFT (SEE NOTE 3) W GRADATION, FINE CONTENTS, ATTERBURG LIMITS PER SOURCE z SLUMP TEST ONE PER SET OF CYLINDERS CONCRETE COMPRESSIVE STRENGTH CYLINDERS ONE SET OF THREE (3) CYLINDERS FOR (SEE NOTE 5) (MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS = 3,500 PSI) 100 CUBIC YARDS OR FRACTION THEREOF AIR CONTENT ONE PER SET OF CYLINDERS _ MIX DESIGN AS DETERMINED BY PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ONE PER SOIL TYPE MAXIMUM DENSITY AS DETERMINED BY AASHTO T134 ONE PER SOIL TYPE w OPTIMUM MOISTURE (STANDARD PROCTOR) 0 SOIL CEMENT BASE COMPRESSIVE STRENGTH SPECIMENS AS DETERMINED BY PORTLAND CEMENT ONE SET OF 3 CORES PER 1/2 DAY (NO IN PLACE MIXING ALLOWED) C7 (SEE NOTE 4) ASSOCIATION SPECIFICATIONS - 300 PSI @ 7 DAYS, TYPE DAILY. O!: O � TEST CORES AS DETERMINED BY PORTLAND CEMENT ASSOCIATION SPECIFICATIONS ONE SET OF 3 CORES PER 1/2 DAY OR �Q 300 PSI @ 21 DAYS, SET OF COMPRESSIVE ONE PER 10,000 SF W FIELD DENSITY AND THICKNESS STRENGTH SPECIMENS cy- Q 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T192, T238, ASTM D1556, D2922 ONE PER 5,000 S.F. HORIZONTAL O CN AGGREGATE ANALYSIS ONE PER DESIGN Q DESIGN MIX ONE PER TYPE BITUMEN CONTENT ONE PER DAY ASPHALTIC CONCRETE GRADATION STABILITY FLOW ONE PER DAY PROPERTIES OF IN -PLACE MATERIALS (MARSHALL TEST) ONE PER DAY THICKNESS (SEE NOTE 3) 95% OF LAB DENSITY (SEE NOTE 3) NOTES: 1. TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. TESTS SHALL BE PERFORMED ON EACH LIFT. FIELD DENSITIES SHALL BE TAKEN OVER ALL ROAD CROSSINGS. FIELD DENSITIES FOR SANITARY LINES SHALL BE STAGGERED TO INCLUDE RESULTS OVER SERVICE LATERALS. THERE SHALL BE A MINIMUM OF ONE (1) TEST SERIES FOR EACH 6 INCHES OF LIFT OVER PIPELINE BETWEEN MANHOLES. TESTS AROUND STRUCTURES SHALL BE SPIRALED IN 6 INCH LIFTS. TESTS AROUND BOX CULVERTS SHALL DONE ON BOTH SIDES EVERY LIFT. 2. FOR FLEXIBLE PIPE (CORRUGATED STEEL OR ALUMINUM), 95% OF MAXIMUM DENSITY (AASHTO -T99) PER FDOT SUPPLEMENTAL SPECIFICATIONS SUB ARTICLE 125 -8.3.2 AS MODIFIED. CLEARING AND GRUBBING NOTES 1. PRIOR TO SITE CLEARING AND GRUBBING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE CITY / COUNTY TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE TO KEEP THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE PRIOR TO CONSTRUCTION IN ACCORDANCE, WITH THE GEOTECHNICAL INVESTIGATION REPORT. COPIES OF THE GEOTECHNICAL INVESTIGATION REPORT ARE AVAILABLE THROUGH THE OWNER. ANY QUESTION REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE GEOTECHNICAL INVESTIGATION REPORT ARE TO BE DIRECTED TO THE GEOTECHNICAL ENGINEERING COMPANY THAT PREPARE THE REPORT. 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE AREAS OF THE SITE NEEDED FOR CONSTRUCTION. DISTURBED AREAS SHALL BE SEEDED, MULCHED, OR PLANTED WITH APPROVED LANDSCAPE MATERIAL IMMEDIATELY AFTER CONSTRUCTION. 4. UNLESS OTHERWISE DIRECTED, THE TOP 4" TO 6" OF SOIL REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSED. 5. ONLY GRADING BY HAND IS PERMITTED WITHIN THE CANOPY / DRIP LINE OF TREES TO REMAIN. PAVING AND GRADING NOTES 1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) SHALL BE EXCAVATED IN ACCORDANCE WITH THESE CONSTRUCTION DOCUMENTS OR AS DIRECTED BY THE OWNER, OR THE GEOTECHNICAL ENGINEER. DELETERIOUS MATERIAL SHALL BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS SHALL BE BACK FILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM THE SITE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND SHALL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. 3. ALL NECESSARY FILL AND EMBANKMENT MATERIAL THAT IS PLACED DURING CONSTRUCTION SHALL CONSIST OF MATERIAL SPECIFIED BY THE OWNER'S GEOTECHNICAL ENGINEER AND BE PLACED AND COMPACTED ACCORDING TO THESE CONSTRUCTION DOCUMENTS OR THE REFERENCED GEOTECHNICAL INVESTIGATION REPORT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES, WHICH INCLUDE BUT ARE NOT LIMITED TO EARTHWORK ACTIVITIES, SUB GRADE PREPARATION, ETC. CONFORM WITH THE GEOTECHNICAL INVESTIGATION REPORT. 4. PROPOSED PAD GRADES SHOWN ARE MINIMUM GRADES. ELEVATIONS OF ADJOINING LOTS, EXISTING TREES, AND OTHER FIELD CONDITIONS MAY WARRANT LEAVING LOTS WHICH ARE HIGHER IN THEIR NATURAL STATE. THE CONTRACTOR SHALL CONSULT WITH THE OWNER AND THE ENGINEER IN WRITING PRIOR TO GRADING ACTIVITIES WHEN THESE CONDITIONS EXIST. 5. PROPOSED ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON THESE CONSTRUCTION DOCUMENTS. 6. ALL SLOPES STEEPER THAN 5:1 SHALL BE SODDED; ALL SLOPES STEEPER THAN 3:1 SHALL BE REINFORCED WITH STAKED SOD. 7. CONTRACTOR SHALL SAW CUT, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 8. CURBING SHALL BE PLACED AT THE EDGE OF ALL PAVEMENT, AS SHOWN ON THESE CONSTRUCTION DOCUMENTS. 9. REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE CURBING AND GUTTERS CALLED FOR IN THESE CONSTRUCTION DOCUMENTS. 10. CONTRACTOR SHALL PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT WITH SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. EXPANSION JOINT FILLER SHALL CONFORM TO THE SPECIFICATIONS OF ASTM D1751. 11. CONTRACTOR SHALL PROVIDE EROSION CONTROL AND SEDIMENTATION BARRIER TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER AND /OR CITY / COUNTY AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR SHALL REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND /OR CITY / COUNTY AUTHORITIES. 12. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS. 3. TESTS SHALL BE LOCATED NO MORE THAN 500 FEET APART. THERE SHALL BE NO LESS THAN ONE (1) TEST PER 5,000 SF. 4. MAXIMUM STRENGTH LIMITS, AS ESTABLISHED BY SOILS TESTING COMPANY, SHALL NOT BE EXCEEDED. 5. APPLIES TO SITE CONCRETE SUCH AS CURBS, DRIVEWAYS, PADS AND SIDEWALKS 13. THE CONTRACTOR SHALL STABILIZE BY SEED AND MULCH, SOD OR OTHER APPROVED MATERIALS AS REQUIRED ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING APPLICABLE SOIL AND MATERIAL TESTING AND SUBMITTING TEST RESULTS TO OWNER'S ENGINEER ON A WEEKLY BASIS. SOIL TESTS ARE REQUIRED PURSUANT WITH THE TESTING SCHEDULE REQUIRED BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS SITE. UPON COMPLETION OF THIS WORK, THE CONTRACTOR SHALL SUBMIT TO THE OWNER CERTIFICATIONS SIGNED BY THE MATERIAL / GEOTECHNICAL ENGINEER STATING THAT ALL SOIL AND MATERIAL REQUIREMENTS HAVE BEEN MET. 15. A QUALIFIED TESTING LABORATORY SELECTED BY THE OWNER SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN PLACE MATERIALS AS REQUIRED BY THESE CONSTRUCTION DOCUMENTS AND THE VARIOUS AGENCIES HAVING JURISDICTION OVER THIS SITE. SHOULD ANY RETESTING BE REQUIRED DUE TO THE FAILURE OF ANY TESTS TO MEET THE REQUIREMENTS, THE CONTRACTOR SHALL BEAR ALL COSTS OF SAID RETESTING. 16. MIXING IN PLACE OF SOIL CEMENT SHALL NOT BE ALLOWED. 17. CONTRACTOR SHALL FINISH ALL EXPOSED BACK OF CURB. 18. PRIOR TO CONSTRUCTION OF CONCRETE PAVEMENT, THE CONTRACTOR SHALL SUBMIT A PROPOSED JOINTING PATTERN TO THE ENGINEER FOR APPROVAL. 19. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT THERMOPLASTIC AND SHALL CONFORM TO F.D.O.T STANDARD INDEX NO. 17346, SHEETS 1 -7. PARKING STALL STRIPING TO BE 4" WIDE PAINTED STRIPES. ON -SITE STRIPE COLOR TO BE SELECTED BY OWNER. 20. THE CONTRACTOR SHALL INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT SURFACE AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 21. ON -SITE PAVEMENT SHALL CONSIST OF 1 -1/2" ASPHALT (TYPE S -III) ON 6" LIMEROCK BASE OR CRUSHED PORTLAND CEMENT CONCRETE COMPACTED TO 98% OF MAXIMUM DENSITY FROM MODIFIED PROCTOR TEST OVER 12" STABILIZED SUBGRADE (40 LBR) COMPACTED TO 98% OF MAXIMUM DENSITY FROM MODIFIED PROCTOR TEST PER ASTM D1557 / AASHTO T -180. 22. RIGHT -OF -WAY PAVEMENT SHALL CONSIST OF 3" ASPHALT (TYPE S -1) ON 9" LIMEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY FROM MODIFIED PROCTOR TEST OVER 12" STABILIZED SUBGRADE (40 LBR) COMPACTED TO 98% OF MAXIMUM DENSITY FROM MODIFIED PROCTOR TEST PER ASTM D1557 / AASHTO T -180. DRAINAGE NOTES 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" FOR DETAILS AND SPECIFICATIONS OF ALL F.D.O.T. TYPE INLETS AND OTHER DRAINAGE STRUCTURES CALLED FOR IN THESE CONSTRUCTION DOCUMENTS. 2. ALL STORM SEWER PIPES SHALL BE REINFORCED CONCRETE CLASS III (ASTM C -76) UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. SUBSTITUTION OF RCP WITH OTHER MATERIAL (PVC, HDPE, ADS, ETC.) SHALL NOT BE PERMITTED. 3. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C -900, CLASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 4. ALL STORMWATER PIPE JOINTS WILL BE WRAPPED PER FDOT INDEX NO. 280. 5. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO CENTER OF DRAINAGE STRUCTURE WITH THE EXCEPTION OF MITERED END SECTIONS (MES) AND FLARED END SECTIONS (FES) WHICH ARE NOT INCLUDED IN LENGTHS. CONTRACTOR SHALL VERIFY ALL QUANTITIES IN SUBMITTAL OF BID, AND INFORM THE ENGINEER OF ANY DISCREPANCIES. 6. ALL STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER PRIOR TO THE PLACEMENT OF BACK FILL. CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPLICABLE AGENCIES 72 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. 7. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD, DIRT, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR MAY BE REQUIRED TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES. 8. ALL INLETS WITHIN PAVEMENT AREAS ARE TO BE MODIFIED FOR TRAFFIC BEARING WITH HOT DIPPED GALVANIZED STEEL GRATES AND FRAMES IN ACCORDANCE WITH FDOT SPECIFICATIONS. ALL DRAINAGE STRUCTURE GRATES AND COVERS TO BE TRAFFIC RATED FOR HS -20 AASHTO TRUCK LOADINGS. 9. ALL MITERED END SECTIONS ON SIDE DRAIN PIPES AT DRIVEWAY ENTRANCES TO FDOT ROADWAYS MUST BE IN ACCORDANCE WITH INDEX NO. 273. 10. FOR INLETS NOT IMMEDIATELY ADJACENT TO LOW POINT (C /L) OF ROADWAY CONTRACTOR TO ADJUST CROSS SLOPE IN THESE AREAS IN ACCORDANCE WITH ENGINEER'S DIRECTION. 11. STORMWATER RUNOFF FROM THE ROOF(S) SHALL BE ROUTED THROUGH THE PROPOSED STORMWATER SYSTEM AND DIRECTED TOWARD DETENTION POND. EARTHWORK NOTES 1. IF EVIDENCE OF THE EXISTENCE OF HISTORIC RESOURCES IS DISCOVERED OR OBSERVED AT THE SITE OR DURING DEVELOPMENT ACTIVITIES AFTER FINAL APPROVAL, ALL WORK SHALL CEASE. THE DEVELOPER, OWNER, OR AGENT THEREOF SHALL NOTIFY THE DEPARTMENT OF HISTORICAL RESOURCES WITHIN 24 HOURS. EXAMPLES OF EVIDENCE OF HISTORIC RESOURCES INCLUDE WHOLE OR FRAGMENTARY STONE TOOLS, SHELL TOOLS, ABORIGINAL OR HISTORIC POTTERY, HISTORIC GLASS, HISTORIC BOTTLES, BONE TOOLS, HISTORIC BUILDING FOUNDATIONS, SHELL MOUNDS, SHELL MIDDENS, OR SAND MOUNDS. THE DIRECTOR OF HISTORIC RESOURCES SHALL ASSESS THE SIGNIFICANCE OF THE FINDS AND MITIGATE ANY ADVERSE EFFECTS AS SOON AS POSSIBLE, BUT NO LATER THAN THREE (3) WORKING DAYS OF NOTIFICATION. WORK ACTIVITIES CAN BE NORMALLY RESUMED EXCEPT IN THE AREA OF EFFECT AS DETERMINED BY THE DIRECTOR OF HISTORIC RESOURCES. 2. TOP SOIL, ORGANIC SILTY SOILS WITH ROOTS AND ORGANIC MUCK MATERIALS SHALL BE REMOVED WHEN ENCOUNTERED AT THE GROUND SURFACE AND IF NOT REMOVED DURING NORMAL CLEARING AND GRUBBING OPERATIONS. OTHER ISOLATED AREAS OF ORGANIC MATERIAL OR DELETERIOUS MATERIAL MAY EXIST WITHIN THE PROJECT SITE. IF ADDITIONAL UNSUITABLE MATERIALS ARE ENCOUNTERED DURING CONSTRUCTION, THEY SHALL BE REMOVED AND REPLACED WITH CLEAN, SLIGHTLY SILTY OR SILTY FINE SAND (A -3, A -2 -4). 3. EMBANKMENT CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE FDOT STANDARD SPECIFICATIONS. SITE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH THE FDOT STANDARD INDEXES NO. 500 AND 505. EMBANKMENT FILL, WHERE REQUIRED, SHALL CONTAIN NO MUCK, STUMPS, ROOTS, OR OTHER DELETERIOUS MATERIAL AND SHALL BE PLACED IN ACCORDANCE WITH FDOT STANDARD INDEX 505. THE BACKFILL SHALL BE SHAPED AND ADRESSED TO CONFORM TO THE CROSS SECTIONS AND GRADES INDICATED ON THESE CONSTRUCTION DOCUMENTS WITHIN THE TOLERANCES STATED IN THE FDOT STANDARD SPECIFICATIONS. 4. PIPE BEDDING MATERIAL IN TRENCHES SHALL CONSIST OF CLEAN OR SLIGHTLY SILTY FINE SAND (A -3) WITH LESS THAN 10 PERCENT PASSING THE US STANDARD NO 200 SIEVE. THE MATERIAL SHALL BE FREE OF STONES, GRAVEL, ORGANICS, VEGETATION AND OTHER DELETERIOUS MATERIAL, PLACED IN UNIFORM LIFTS NOT EXCEEDING SIX (6) INCHES THICK AND COMPACTED TO AT LEAST 95 PERCENT OF ITS MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180 (MODIFIED PROCTOR TEST). TRENCH BACK FILL MATERIAL SHALL CONSIST OF CLEAN, SLIGHTLY SILTY OR SILTY FINE SAND (A -3, A -2 -4) WITH LESS THAN 35 PERCENT PASSING THE U.S. STANDARD NO. 200 SIEVE. ALL BACKFILL SHALL CONTAIN NO MORE THAN FIVE PERCENT ORGANICS AS DETERMINED BY ASTMD -2974. 5. PIPE BEDDING MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN SIX (6) INCH ES THICK LAYERS UP TO A LEVEL OF AT LEAST ONE (1) FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, PIPE BEDDING MATERIAL SHALL BE COMPACTED TO 98% MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180 (MODIFIED PROCTOR TEST). 6. BACKFILL MATERIAL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATER MAINS) INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION, SECTION 125 -8, LATEST EDITION. OPERATION AND MAINTENANCE OF STORMWATER SYSTEM AFTER COMPLETION OF THE PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. OPERATION AND MAINTENANCE OF THE STORMWATER SYTEM INCLUDES: 1. THE DETENTION AREA, UNDER NO CIRCUMSTANCES, SHALL BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER. THE OWNER OR AGENT SHALL MAKE SURE, TO THE BEST OF HIS ABILITY, THAT NOTHING ENTERS THE SYSTEM AND COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE DETENTION AREA, (I.E. GASOLINE, OIL, GREASE, CHEMICALS, ETC.). 2. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 3. SWALES SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. CONTROL STRUCTURE(S) SHALL BE CHECKED MONTHLY FOR DAMAGE OR BLOCKAGE. ANYDAMAGED SKIMER(S) SHALL BE REPLACED OR REPAIRED. ANY DEBRIS BLOCKING FULL FLOW THROUGH THE WEIR(S) AND /OR ORIFFICE(S) SHALL BE REMOVED. E HALL BE CHECKED MONTHLY 5. INLET GRATE(S) S S FOR DAMAGE OR BLOCKAGE. ANY DAMAGED GRATE (S) SHALL BE REPLACED OR REPAIRED. ANY DEBRIS BLOCKING FULL FLOW THROUGH THE GRATE(S) SHALL BE REMOVED. 6. PIPES AND INLETS SHALL BE INSPECTED TWICE A YEARLY () () Y FOR DAMAGE OR BLOCKAGE. ANY DAMAGED PIPE(S) OR INLET(S) SHALL BE REPAIRED OR REPLACED. ANY TRASH, DEBRIS OR SAND DEPOSITS SHALL BE REMOVED. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. 7. ALL POND SIDE SLOPES AND MAINTENANCE BERMS WILL BE PERIODICALLY MOWED AND CLEANED. DURING THE MOWING OPERATION THE PONDS SHALL BE INSPECTED FOR BARE SPOTS AND EROSION DAMAGE. ANY BARE SPOTS GREATER THAN ONE SQUARE FOOT IN AREA WILL BE SEEDED OR SODDED TO REPLACE THE GRASS COVER. IN CASE OF EROSION OR DAMAGE WHERE UNDERLYING SOIL IS MISSING, THE MISSING SOIL WILL BE REPLACED AND THE AREA BROUGHT BACK TO GRADE WITH SEEDING OR BOTTOM AND SIDE SLOPES OF THE SODDING AS REQUIRED. THE POND SHALL BE INSPECTED REGULARLY TO ASSURE THAT EXCESS SILTATION OR EROSION HAS NOT OCCURRED. SILTATION AND EROSION IN THE POND SHALL BE CONTROLLED TO ASSURE THAT THE STORAGE VOLUME IS NOT AFFECTED. B. IN THE EVENT THAT STORMWATER STAND IN THE POND MORE THAN 48 HOURS, RAKING AND /OR SCARIFICATION OF THE POND BOTTOM / SIDE SLOPES SHALL BE REQUIRED AS DEEMED NECESSARY TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND. 9. CATTAILS, BULRUSHES, AND OTHER NUISANCE VEGETATION WILL BE CUT BACK FROM INLET OR OUTFALL STRUCTURES, TO THE EXTENT NEEDED TO MAINTAIN DESIGN DISCHARGES. IN ADDITION, THE AREA IMMEDIATELY IN FRONT OF THE CONTROL STRUCTURE SHOULD BE CLEARED OF AQUATIC GROWTH AND DEBRIS. 10. GRASS CLIPPING AND OTHER VEGETATIVE DEBRIS SHALL BE REMOVED FROM THE AREA SURROUNDING THE POND AND LIMIT FERTILIZER USE AROUND THE POND AREA TO PREVENT NUTRIENT LOADING OF THE FACILITY. 11. WHEN USED, UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND FLUSHED SEMI - ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN THE SAME MANNERS AS FOR HAZARDOUS WASTE MATERIAL. FILTER MEDIUM SPECIFICATIONS NOTES 1. THE FILTER MATERIAL SHALL BE WASHED MATERIAL MEETING FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 902 -4 FOR SILICA SAND (NO MORE THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS USED WHICH IS SUITABLE TO RETAIN FINE MATERIAL WITHIN THE FILTER. CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE OF THE FILTER MATERIAL. THE FILTER SAND SHALL HAVE A UNIFORMITY COEFFICIENT OF 1.5 OR GREATER AND AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER (10% DIAMETER SHALL BE No. 70 TO 35 SIEVE). THE UNIFORMITY COEFFICIENT SHALL BE DETERMINED BY THE RATIO D60 DIVIDED BY D10, WHERE D60 AND D10 REFER TO THE PARTICLE DIAMETER CORRESPONDING TO 60% AND 10% OF THE MATERIAL WHICH IS FINER BY DRY WEIGHT. FILTER SAND PERMEABILITY RATE SHALL BE 0.125 CM /SEC OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER SAND IS LESS THAN 0.125 CM /SEC REPLACEMENT OF THE UNDERDRAIN SYSTEM WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM D3033, HAVE A MINIMUM OF 16 - 3/8 INCH DIAMETER PERFORATIONS PER LINEAR FOOT AND BE ON THE BOTTOM 135° OF THE PIPE. 3. THE CONTRACTOR SHALL IMPLEMENT DEWATERING MEASURES DURING THE INSTALLATION OF THE UNDERDRAIN SYSTEM, IF REQUIRED. 4. THE CONTRACTOR SHALL NOT BACKFILL THE PERFORATED PIPE UNTIL THE OWNER'S ENGINEER HAS VERIFIED AND APPROVED THE PERFORATED PIPE GRADES AND INSTALLATION OF FILTER MEDIA. 5. THE CONTRACTOR SHALL HAVE THE FILTER MEDIA TESTED AND APPROVED BY THE OWNER'S ENGINEER PRIOR TO INSTALLATION OF THE SYSTEM. GRADATION AND PERMEABILITY TEST SHALL BE PERFORMED IN AN APPROVED LABORATORY AND CERTIFIED BY A MATERIALS / GEOTECHNICAL ENGINEER. TEST REPORTS SHALL BE INCLUDED IN THE AS -BUILT SUBMITTAL. 6. THE UNDERDRAIN SYSTEM SHALL BE CHECKED SEMI - ANNUALLY FOR LOSS OF SAND AND /OR DEBRIS CONTAMINATION. IN THE CASE OF LOSS OF SAND, THE FILTER SAND SHALL BE REPLACED AS REQUIRED TO MAINTAIN THE INTEGRITY OF THE DESIGN AND WATER QUALITY REQUIREMENTS. 7. THE UNDERDRAIN SYSTEM SHALL BE BACK FLUSHED SEMI - ANNUALLY TO ASSURE PROPER OPERATION OF THE FILTER SYSTEM. WASTEWATER COLLECTION 1. ALL SANITARY SEWER WORK SHALL CONFORM WITH APPLICABLE AGENCY STANDARDS AND SPECIFICATIONS. 2. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 3. POINTS OF CONNECTION FOR THE SANITARY SEWER LINES SHALL BE COORDINATED WITH THE BUILDING PLUMBING PLANS. SANITARY SERVICE CONNECTION LOCATIONS SHOWN ON THESE CONSTRUCTION DOCUMENTS ARE APPROXIMATE. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW SANITARY SEWER LINES TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES NEAR THE POINT OF CONNECTION AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITH DESIGN INFORMATION SHOWN IN THESE PLANS. CONTRACTOR SHALL NOTIFY ENGINEER AND THE APPLICABLE AGENCIES AT LEAST 48 HOURS IN ADVANCE OF SCHEDULED WORK. 5. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED). SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE REQUIREMENTS ABOVE. 6. A MINIMUM 10 -FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 -FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM THE JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 7. ALL SANITARY SEWER MAINS, LATERALS AND FORCE MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 8. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR AASHTO HS -20 TRUCK LOADING. 9. ALL SANITARY SEWER MAINS AND SERVICE LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE (PVC) PIPE S.D.R. 26, UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DRAWINGS. ALL SANITARY SEWER PIPES SHALL BE GREEN COLOR. 10. POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL CONFORM WITH A.S.T.M. SPECIFICATIONS D -3034 FOR S.D.R. 26. INSTALLATION SHALL BE IN STRICT ACCORDANCE TO ASTM D2321 SPECIFICATIONS AND CONFORM TO CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS, PART "B ", TECHNICAL SPECIFICATIONS, SECTION IV, ARTICLE 20. 11. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE TO ANSI A 21.50 (AWWA C 150) AND ANSI A 21.51 (AWWA C 151). 12. ALL ON SITE DUCTILE IRON PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51. DUCTILE IRON PIPE AND FITTINGS FOR GRAVITY SEWER SHALL CONFORM TO CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS, PART "B ", TECHNICAL SPECIFICATIONS, ARTICLE 41.02(B)(1) CLASS 51 FOR 4" PIPE AND CLASS 50 FOR 6 ", 8" OR 12" PIPE EXCEPT PIPE SHALL BE INTERIOR "POLYLINED" IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 13. AT LEAST 3 WEEKS PRIOR TO CONNECTION TO THE EXISTING SANITARY FORCE MAIN, CONTRACTOR SHALL NOTIFY THE ENGINEER AND THE APPLICABLE AGENCIES, DEPARTMENT OF SANITARY SEWERS FIELD ENGINEERING OFFICE AND SUPPLY THEM WITH CONNECTION DETAIL, THE CONTRACTOR'S NAME, STARTING DATE PROJECTED SCHEDULE AND OTHER INFORMATION AS REQUIRED. THE PUBLIC WORKS / FIELD ENGINEERING OFFICE SHOULD ALSO BE CONTACTED 5 DAYS PRIOR TO CONSTRUCTION TO ENSURE AVAILABILITY OF INSPECTION PERSONNEL. ANY WORK PERFORMED PRIOR TO NOTIFYING FIELD ENGINEERING OR WITHOUT A DEPARTMENT INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT. THE CONTRACTOR SHALL PERFORM AN INFILTRATION /EXFILTRATION TEST ON ALL GRAVITY SEWERS AND A PRESSURE TEST ON ALL FORCE MAINS (AS APPLICABLE) IN ACCORDANCE TO APPLICABLE AGENCIES REGULATIONS. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE APPLICABLE AGENCIES' DEPARTMENT OF SANITARY SEWERS FOR APPROVAL. THE SCHEDULING, COORDINATION AND NOTIFICATION TO ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 14. ONE OR MORE OF THE FOLLOWING CERTIFICATES / SHOP DRAWINGS, DEPENDING ON THE TYPE OF CONNECTION, WILL BE REQUIRED. THIS SHOULD BE REVIEWED WITH THE DESIGN DIVISION PRIOR TO APPROVAL FOR CONSTRUCTION AND SUBMITTED IN ACCORDANCE WITH THE ABOVE NOTE 13. (1) DIP /PVC CERTIFICATE OF MANUFACTURE. (2) JACKING PIT DETAIL. (3) MANHOLE SHOP DRAWINGS AND STRENGTH REPORT. (4) CRUSHED STONE SUBMITTAL. (5) FRAME AND COVER SHOP DRAWINGS. (6) VALVE SHOP DRAWING. (7) FLEXIBLE COUPLING SHOP DRAWINGS. (8) MANHOLE DROP (9) CASING PIPE CERTIFICATE. (10) CONNECTION DETAIL. 15. THE CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE FOLLOWING HAS BEEN COMPLETED: (1) FINAL INSPECTION IN CONJUNCTION WITH DEPARTMENT PERSONNEL COMPLETED. (2) AS- BUILTS HAVE BEEN SUBMITTED AND ACCEPTED. (3) ALL NECESSARY TESTING COMPLETED AND CERTIFIED. (4) PAYMENT OF ALL CAPACITY FEES. 16. THE CONTRACTOR SHALL PERFORM AT HIS OWN EXPENSE AN INFILTRATION OR EXALTRATION TEST, A TELEVISION INSPECTION, AND A MANDREL(GO,NO GO) TEST ON ALL GRAVITY SEWERS IN ACCORDANCE WITH THE ENGINEER'S REQUIREMENTS AND THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION OF TESTING AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 17. ALL SANITARY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACK FILL. CONTRACTOR TO NOTIFY THE ENGINEER AND APPLICABLE AGENCIES 5 DAYS IN ADVANCE TO SCHEDULE INSPECTIONS. 18. ALL PVC SANITARY FORCE MAIN SHALL BE CONSTRUCTED BY AWWA C900, DR18, GREEN PVC PIPE WITH A MAGNETIC TAPE A MINIMUM OF 4" WIDE PLACE 18 INCH BELOW THE PROPOSED GRADE. ALL WORK WITHIN PUBLIC RIGHT -OF -WAYS SHALL CONFORM WITH FDOT STANDARDS. THE LOCAL FDOT DISTRICT'S ENGINEER SHALL BE NOTIFIED 5 DAYS PRIOR TO STARTING WORK AND AGAIN IMMEDIATELY UPON COMPLETION. 19. ALL SANITARY SEWER MANHOLES TO BE CONSTRUCTED IN UNPAVED AREAS SHALL HAVE WATER TIGHT RING AND COVER. 20. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE VARIOUS UTILITY AGENCIES AND OBTAINING ALL INFORMATION AVAILABLE TO SHOW UTILITIES ADJACENT TO THE PROPOSED FORCE MAIN. 21. ALL MATERIALS SHALL MEET THE REQUIREMENTS OF THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THE WORK. 22. THE SANITARY SEWER COLLECTION SYSTEM SHALL NOT BE PLACED INTO SERVICE UNTIL APPROVAL FOR CONNECTION IS OBTAINED FROM THE DEPARTMENT OF ENVIRONMENTAL PROTECTION THE CONTRACTOR SHALL SUBMIT TO THE OWNER'S ENGINEER SANITARY SEWER SYSTEM AS -BUILT INFORMATION AT LEAST SIX (6) WEEKS PRIOR TO ANTICIPATED DATE OF CERTIFICATE OF COMPLETION APPLICATION. FAILURE TO OBTAIN EPIC APPROVAL PRIOR TO PLACING THE SYSTEM IN OPERATION MAY RESULT IN SUBSTANTIAL FINES. POTABLE WATER DISTRIBUTION 1. ALL UTILITY WORK AND APPURTENANCES WITHIN THE PROPERTY BOUNDARY (I.E. FIRE HYDRANT ASSEMBLIES, MANHOLES, FIRE DEPARTMENT CONNECTIONS, ETC) ARE TO CONFORM WITH APPLICABLE AGENCIES STANDARDS SPECIFICATIONS AND DETAILS. 2. ALL WATER MAINS SHALL HAVE A MINIMUM 36" COVER. 3. WATER PIPES SHALL BE AS FOLLOWS: 3.1 PIPE SIZES LESS THAN 3 INCHES THAT ARE INSTALLED BELOW GRADE AND OUTSIDE BUILDING SHALL COMPLY WITH: 3.1.1 POLYVINYL CHLORIDE (PVC) PER ASTM D2241, SDR 21, CONTINUALLY MARKED WITH MANUFACTURE'S NAME, PIPE SIZE, CELL CLASSIFICATION, SDR RATING, COLORED BLUE AND ASTM D1784 MATERIAL CLASSIFICATION. A. PIPE JOINTS: INTEGRALLY MOLDED BELL ENDS, ASTM D2672. B. CEMENT PRIMER: ASTM F656. C. SOLVENT CEMENT: ASTM D2564. 3.2 PIPE SIZES 3 INCHES TO 6 INCHES THAT ARE INSTALLED BELOW GRADE AND OUTSIDE BUILDING SHALL COMPLY WITH: 3.2.1 POLYVINYL CHLORIDE (PVC) MANUFACTURED IN ACCORDANCE WITH AWWA STANDARD C -900 (NSF APPROVED), PRESSURE CLASS 150, DR 18, CONTINUALLY MARKED WITH MANUFACTURE'S NAME, PIPE SIZE, CELL CLASSIFICATION, SDR RATING, COLORED BLUE AND ASTM D1784 MATERIAL CLASSIFICATION. A. ELASTOMETRIC GASKET AND LUBRICANT: ASTM F477. B. PIPE JOINTS: INTEGRALLY MOLDED BELL ENDS, ASTM D2672. 3.2.2 DUCTILE IRON PIPE PER AWW C110, THICKNESS CLASS 50. A. FITTINGS: EITHER MECHANICAL JOINT OR PUSH -ON JOINT, AWWA C110 OR AWWA C111. B. ELASTOMETRIC GASKET AND LUBRICANT: ASTM F477. 3.3 PIPE SIZES 8 INCHES AND LARGER THAT ARE INSTALLED BELOW GRADE AND OUTSIDE BUILDING SHALL COMPLY WITH: 3.3.1 DUCTILE IRON PIPE PER AWW C110, THICKNESS CLASS 50. A. FITTINGS: EITHER MECHANICAL JOINT OR PUSH -ON JOINT, AWWA C110 OR AWWA C111. B. ELASTOMETRIC GASKET AND LUBRICANT: ASTM F477. 4. ALL FIRE WATER PVC PIPE TO BE DR14. 5. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A 21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A 21.4 (AWWA C 104 -71). IN AREAS WHERE THE SOIL IS DETERMINED TO BE CORROSIVE OR HIGH GROUND WATER IS EXPECTED, PIPE WILL BE INSTALLED IN A LOOSE POLYETHYLENE ENCASEMENT NOT LESS THAN 8 MILS THICK AND INSTALLED IN ACCORDANCE WITH AMERICAN NATIONAL STANDARDS INSTITUTE SPECIFICATION A21.5. 6. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 7. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C -110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C -111. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C -104. 8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509. 9. CONTRACTOR SHALL FURNISH AND INSTALL 4" METAL DETECTABLE IDENTIFICATION TAPE ALONG THE FULL LENGTH OF THE PVC PIPE TRENCH 18 INCHES BELOW THE FINISHED GRADE 10. CONTRACTOR SHALL INSTALL A CONTINUOUS RUN OF AN INSULATED 12 GAUGE A.W.G. SOLID STRAND COPPER WIRE WOUND AROUND THE PIPE FORMING ONE COMPLETE SPIRAL PER JOINT OF PIPE. THIS WIRE IS TO BE CONTINUOUS WITH SPLICES MADE ONLY BY METHODS APPROVED BY THE ENGINEER. THIS WIRE IS TO BE SECURED TO ALL VALVES, TEES AND ELBOWS. SEE CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS, PART "B" TECHNICAL SPECIFICATIONS. ARTICLE 41.02(B)(2). 11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE CITY / COUNTY UTILITY DEPARTMENT AND FIRE MARSHALL. 12. A SHOC K PAD IS TO BE INSTALLED OVER THE WATER MAIN WHENEVER THE DEPTH OF COVER IS LESS THAN THE MINIMUM 36 ". 13. BENDS SHALL BE INSTALLED ON WATER MAIN, AS NECESSARY, TO MAINTAIN PROPER ALIGNMENT. PIPE DEFLECTION SHALL BE IN ACCORDANCE WITH AWWA C -600, LATEST EDITION. 14. RESTRAINT OF HORIZONTAL PVC PIPE FITTINGS SHALL BE IN ACCORDANCE WITH THE APPROPRIATE RESTRAINT TABLES SHOWN HEREON IN THESE PLANS. 15. PVC RESTRAINT FITTINGS SHALL BE EQUAL OR BETTER THAN UNIFLANGE 1350 -C SERIES, EBAA IRON, INC. 1500 SERIES, OR JCM INDUSTRIES MODEL 620. ALL RESTRAINT FITTINGS SHALL HAVE A BITUMINOUS COATING. 16. SERVICE SADDLES SHALL BE USED FOR TAPPING ALL PVC WATER MAINS. SADDLES SHALL BE EQUAL TO OR BETTER THAN FORD FC202 OR JCM 406. ALL TAPS SHALL BE PERFORMED USING SHELL CUTTERS. 17. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY ACT." THE CONTRACTOR SHALL INSURE THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS. 18. LATEST CONSTRUCTION, MATERIALS, AND WORKMANSHIP TO CONFORM WITH THE LATEST APPLICABLE AGENCIES SPECIFICATIONS. 19. CONTRACTOR TO INSTALL TEMPORARY BLOW -OFF ASSEMBLIES AT THE TERMINATION OF THE WATER AND FIRE SERVICE LINES FOR TESTING PURPOSES. 20. CONTRACTOR TO VERIFY THE LOCATIONS AND ELEVATIONS OF ALL UTILITY CONNECTIONS PRIOR TO ORDERING MATERIALS OR CASTING STRUCTURES. VARIATIONS AFFECTING THE DESIGN OF THE SYSTEM SHOULD BE REPORTED TO THE ENGINEER IMMEDIATELY. 21. FOLLOWING THE COMPLETION OF CONSTRUCTION AND REQUIRED TESTING, THE CONTRACTOR SHALL REMOVE THE TEMPORARY BLOW -OFF ASSEMBLIES AND REPLACE WITH PERMANENT BLOW -OFFS IN ACCORDANCE WITH APPLICABLE AGENCIES DETAILS. 22. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 23. CONTRACTOR TO INSTALL TEMPORARY BLOWOFFS AT THE END OF WATER LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 24. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY INSPECTED AND ACCEPTED BY THE OWNER'S ENGINEER AND APPLICABLE AGENCIES. PRESSURE TESTS TO BE IN ACCORDANCE WITH APPLICABLE AGENCIES SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND APPLICABLE AGENCIES INSPECTORS 72 HOURS IN ADVANCE OF PERFORMING TESTS. 25. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING PURSUANT TO AGENCY REQUIREMENTS AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM (IE: TWO DAYS OF PASSING TESTS AT EACH SAMPLING LOCATION). COPIES OFF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER WITHIN 3 DAYS AFTER TESTING. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT HAS BEEN ISSUED. 4b HUUKS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 ®RIGINAL RECEIVED 013201 PLANNING DEPART TA ER CITY OF CLEA @COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES Sign Date 20-2 FL Registration No. Professional Engineer COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER z 0 CL of 0 U) w U) z O U) w w Ix m 6 z U z w O w � 0 U o I:. 0 9 CD W 0- m m m 0 o m �� V J W m z m W DO z Ii 0 O W Lo _ o >M U D Uj w M 0 0 < o O � w C7 J Lj_ U O!: O � IY W U �Q _jQ I- W W (D cy- Q Lu z O Lu O � O CN Ln 0 Q U Q VJ z O I- U _ U- 0 W 0- v , �� V J W I - O W z z O W Lo _ v >M U D J I W _Q M 0 0 < 0 m rn `) �0 m J Lj_ z O O � IY W U _jQ I- W W (D cy- Q Lu z O Lu O � O CN J U a J co DESCRIPTION: Lots 1 through 10, Block A. GUNNS ADDITION, as shown on the map or plat thereof, as recorded in Plat Book 11, Page 88, Public Records of Pinellas County, Florida. 8" CLAY 0 —0HW OHW X 4' WOOD FENCE I I titi ^O. ti� ,fig• � [[5 X ti MONITOR1�� WELL D� X01 h MONITOR 160 WELL SECTION 13 • TOWNSHIP 29 SOUTH • RANGE 16 EAST PINELLAS COUNTY, FLORIDA 00— + + oHW 1� 1k _ _ 6 D��O 1� — — — + /'�— — — — — _ _ 1�b� ,�� _ _ _ — —i-� — — — — — — — — — — — — —�• — — — — — — — 6 CORNE�LL STREET ----------- 1 O 61b Ak ^� + O TRAFFIC SIGNAL ACCESS BOX �O k� O'h 1� PINE TREE 0 � ^6 + + + G } 1� PALM TREE OS 1 O OTHER TREE (AS LABELED) + ,21 1. TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY 0 2. LAST DATE OF SURVEY: JANUARY 11,2007. g`O�q� -4. :1. 3. SURVEY CREW: DAN McINTRUFF, DILLON EVANS and ROBERT LAMBERT ��`' b o� ^a o �, 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.). 5. REFERENCE BENCHMARK IS CITY OF CLEARWATER BENCHMARK NO. E -11 AT THE SOUTHWEST CORNER OF GULF TO BAY BLVD. AND HERCULES AVENUE. ELEVATION = 70.97 6. THE LOCATION OF EXISTING UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAS BEEN LIMITED TO THE ABOVE GROUND EVIDENCE OF SUCH IMPROVEMENTS, EXCEPT AS SHOWN OTHERWISE. 7. BASIS OF BEARINGS: THE NORTH RIGHT —OF —WAY LINE OF GULF TO BAY BLVD. ASSUMED TO BEAR S90.00'00 "W. 8. THE SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND IS SUBJECT TO EASEMENTS, RIGHTS -OF -WAY AND SIMILAR MATTERS OF TITLE. GULF TO 0 + �� \ 10� 1� �O. B L V' D. . 9 + �0. y � 41,E "K" "Pk w h� LEGEND 61b Ak ^� + O TRAFFIC SIGNAL ACCESS BOX + X00 CLEANOUT 1� PINE TREE 0 � ^6 + 12 t G } 1� PALM TREE OS SANITARY MANHOLE O OTHER TREE (AS LABELED) © GREASE -TRAP MANHOLE BUSH + ELECTRIC MANHOLE UNK UNKNOWN FND FOUND QD STORM MANHOLE SCIR +^ ® WATER VALVE FIR FOUND IRON ROD (SIZE NOTED) ® 0 f f O ^09 ^6�L 0, + GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 inch = 20 ft. 40 �O AID, ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER \ SUNCOAST LAND SURVEYING, Inc. 111 FOREST LAKES BOULEVARD OLDSMAR, FLA. 34677 BOUNDARY — TOPOGRAPHIC — CONSTRUCTION STAKEOUT LB 4513 PH: (813) 854 -1342 FAX: (813) 855 -6890 0 U) z O U) W W m Q U LEGEND 12, O TRAFFIC SIGNAL ACCESS BOX OAK TREE N 0 S C A L E 000 CLEANOUT ' PINE TREE © GAS METER 12 G GAS VALVE 1� PALM TREE OS SANITARY MANHOLE O OTHER TREE (AS LABELED) © GREASE -TRAP MANHOLE BUSH QE ELECTRIC MANHOLE UNK UNKNOWN FND FOUND QD STORM MANHOLE SCIR SET 1/2" CAPPED IRON ROD "LB 4513" ® WATER VALVE FIR FOUND IRON ROD (SIZE NOTED) ® RECLAIMED WATER VALVE FCIR FOUND CAPPED IRON ROD (SIZE NOTED) ❑W WATER METER BOX FRR PK FOUND RAILROAD SPIKE PARKER KAYLON NAIL ® RECLAIMED WATER METER BOX FCM FOUND CONCRETE MONUMENT (SIZE NOTED) m FOP FOUND OPEN -ENDED IRON PIPE (SIZE NOTED) IRRIGATION CONTROL VALVE FPP FOUND PINCHED -TOP IRON PIPE (SIZE NOTED) O ore FIRE HYDRANT FN &D FOUND NAIL & BRASS DISK "LB > LIGHT POLE SN &D SET NAIL IN BRASS DISC 4513" ID IDENTIFICATION U WOOD UTILITY POLE PLS PROFESSIONAL LAND SURVEYOR Qf CONC UTILITY POLE LB LICENSED BUSINESS TELEPHONE BOX P D PLAT DESCRIPTION ® CABLE TV BOX F FIELD MEASURED QE ELECTRIC BOX O.R. OFFICIAL RECORDS (BOOK) SIGN PG PAGE SPRINKLER HEAD PB PLAT BOOK Ro Cp CALCULATED FROM PLAT CALLS 0 ROOF DRAIN Cf CALCULATED FROM FIELD SURVEY 4 LANDSCAPING LIGHT POB POINT OF BEGINNING —WATER— UNDERGROUND UTILITY PAINT POC POINT OF COMMENCEMENT MARK (AS LABELED) P.U. PUBLIC UTILITIES EASEMENT R/W RIGHT —OF —WAY D.E. DRAINAGE EASEMENT CENTERLINE MH EL. MANHOLE ELEVATION E/P EDGE OF PAVEMENT INV. INVERT BOC BACK OF CURB T.0 P. TOP OF PIPE HWY HIGHWAY UG UNDERGROUND BLVD BOULEVARD U.D. UNDERDRAIN CONC CONCRETE M.E.S. MITERED END SECTION ASPH ASPHALT F.E.S. FLARED END SECTION EM ELECTRIC METER RCP REINFORCED CONCRETE PIPE CLF CHAIN LINK FENCE ERCP ELLIPTICAL REINFORCED CONCRETE PIPE BWF BARBED WIRE FENCE CMP CORRUGATED METAL PIPE WPF WOOD PLANK FENCE DIP DUCTILE IRON PIPE A/C AIR CONDITIONER PVC POLYVINYLCHLORIDE PIPE R.R. RAILROAD GTE GENERAL TELEPHONE AND ELECTRONICS TOB TOP OF BANK TELE. TELEPHONE TOS TOE OF SLOPE OHW OVERHEAD ELECTRIC, CABLE TELEVISION AND/OR TELEPHONE NO. NUMBER SERVICE LINE(S) F.F. FINISH FLOOR F.O.C. FIBER —OPTIC CABLE L.F. LOWEST FLOOR `GUY GUIDE WIRE DIA. DIAMETER �O AID, ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER \ SUNCOAST LAND SURVEYING, Inc. 111 FOREST LAKES BOULEVARD OLDSMAR, FLA. 34677 BOUNDARY — TOPOGRAPHIC — CONSTRUCTION STAKEOUT LB 4513 PH: (813) 854 -1342 FAX: (813) 855 -6890 0 U) z O U) W W m Q U Lu LLI OO O I2 I` 00 C7 C7 C7 U' O O 03 Ca m m m Z m m Cj � U Z IL 0 z U ? U 0- D 0� W W Z i W(Y LO Ld_ LO U W ch U) J Z) Q U — o _ mW W QO m LL O W V W Q O z� 0- (Da w O wW W ol— ��°U U a z r A A LL r- � W W W W NN Z rZ M C C C� V N LL Z Z z° J W c Q o U F N — �, Q W CD 0 Vr `0 W U � z Uj N L.L., W W fZ V Z W \J U ti CL -M Z 2-0 Z "- Z J a) Ry v Z o CU co U J C / { _L VI DEMOLITION NOTES TO CONTRACTOR 1. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AS REQUIRED BY CITY / COUNTY, STATE AND FEDERAL LAW PRIOR TO COMMENCE OF DEMOLITION ACTIVITIES. 2. THE CONTRACTOR SHALL INSPECT BUILDINGS FOR ASBESTOS AND SITE FOR HAZARDOUS WASTE PRIOR TO DEMOLITION WORK. 3. THE CONTRACTOR SHALL MEET ALL SAFETY REGULATIONS REQUIRED BY FEDERAL, STATE AND LOCAL GOVERNMENT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL ABOVE AND BELOW GROUND EXISITNG IMPROVEMENTS THAT WILL NOT BE INCORPORATED WITH THE NEW IMPROVEMENTS. 5. THE CONTRACTOR SHALL DEMOLISH AND REMOVE IMPROVEMENTS WITHIN LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE CONFLICTING AREA. 6. THE CONTRACTOR SHALL ESTABLISH AND PROPERLY FLAG PROPERTY CORNERS AND PROPERTY LINES PRIOR TO DEMOLITION WORK. 7. THE CONTRACTOR SHALL DISPOSE ALL DEMOLITION MATERIALS AND DEBRIS IN ACCORDANCE WITH THE CITY / COUNTY REQUIREMENTS IN A SOLID WASTE DISPOSAL FACILITY APPROVED BY F.D.E.P. AND THE CITY / COUNTY. 8. THE CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH NEIGHBORS THAT ARE AFECTED BY THE DEMOLITION WORK. 9. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AND TREE BARRICADES PRIOR TO DEMOLITION AND MAINTAIN DURING DEMOLITION. THE CONTRACTOR SHALL ERECT SILT FENCE AS SHOWN IN SITE CONSTRUCTION DETAILS SHEET. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE EROSION CONTROL MEASURES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D -4 AND 40D -40 F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.129, F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. 10. THE CONTRACTOR SHALL OBTAIN A RIGHT -OF -WAY USE PERMIT AND PREPARE A MAINTENANCE OF TRAFFIC PLAN FOR ANY WORK IN THE RIGHT -OF -WAY. 11. THE CONTRACTOR SHALL FENCE OR BARRICADE THE SITE, INSTALL GATES FOR TRUCK ROUTING AND CONTROL TRAFFIC PER FDOT TRAFFIC CONTROL STANDARDS. 12. THE CONTRACTOR SHALL INSTALL AND MAINTAIN AT ALL TIMES PROTECTIVE BARRIERS AROUND TREES TO REMAIN. THESE PROTECTIVE BARRIERS SHALL BE IN ACCORDANCE WITH CITY / COUNTY STANDARDS. 13. THE CONTRACTOR SHALL SAW -CUT EXISTING PAVEMENT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 14. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND IS RESPONSIBLE FOR THE DAMAGE OF ANY ON -SITE OR OFF -SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. Z) 15. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO DISCONNECT THEIR FACILITIES PRIOR TO COMMENCE OF DEMOLITION ACTIVITIES. 16. THE CONTRACTOR SHALL COORDINATE THE REMOVAL / RELOCATION OF EXISTING UTILITIES WITH THE OWNER OF SAID UTILITY. UTILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, WATER, SEWER, GAS, CABLE TV, POWER AND TELEPHONE. 17. UTILITIES TO BE ABANDONED IN PLACE SHALL BE FILLED WITH FLOWABLE NON - SHRINK GROUT MIX OR AS OTHERWISE APPROVED BY ENGINEER. PRESSURE MAINS SHOULD BE PROPERLY CUT AND CAPPED AT TERMINATION POINTS AND RESTRAINED WITH A REVERSE DEADMAN OR RESTRAINERS OR AS OTHERWISE APPROVED BY ENGINEER. 18. EXISTING IMPROVEMENTS ABOVE GROUND (E.G., PAVEMENT, CURBING, BUILDINGS, CONCRETE PADS, RETAINING WALLS, SIDEWALKS, POLES, SIGNAGE, ETC.) AND BELOW GROUND (E.G., SANITARY, STORM, WATER, GAS, CABLE, ELECTRIC, PHONE, ETC.) SHALL REMAIN UNLESS OTHERWISE NOTED. 19. ALL CAVITIES RESULTING FROM REMOVAL OF BUILDING FOUNDATIONS, TREES, UTILITIES, SIGNS, ETC. SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO 95% OF MAXIMUM DENSITY FROM MODIFIED PROCTOR TEST PER ASTM D1557 / AASHTO T -180. 20. THE CONTRACTOR SHALL DISPOSE ALL LOOSE DEBRIS AND GARBAGE WITHIN THE PROJECT BOUNDARIES. ADJACENT PROPERTIES SHALL NOT BE ADVERSELY AFFECTED (E.G., SOIL EROSION, UTILITIES DISCONNECTION, TRAFFIC FLOW IMPEDANCE, NOISE, DUST, GARBAGE, ETC.) AND RIGHT -OF -WAY SHALL BE RESTORED WITH NEW SIDEWALK AND SOD AS REQUIRED. TREES TO BE REMOVED QUANITY KEY COMMON NAME 1 ',{ 7" SABAL 1 , 8" SABAL 1 X 16" SABAL 1 K 11" WASHINGTONIA 1 X 7" CEDER 1 X 8" CEDER 1 X 22" CAMPHOR 1 X 6 ",8" CHERRY LAUREL 1 X 5" LIVE OAK 1 X 20 LIVE OAK 1 X 6",9" CARROTWOOD 2 X 9" LAUREL OAK 1 x 10" LAUREL OAK 1 X 13" LAUREL OAK SANITARY MANHOL.L RIM :: 74.? INV I_ - 70.44 INV Vi .:: 70.34 INV N = 70.79 EX. UHP EX. WM pt� , . SAN EX" t'E. SAI ................................ EX. L' HP....----------------.......... ............................... EXISTING SANITARY SEWER SERVICE STUS LOCATEL) APPROXIMATELY 24' EAST OF MANHOLE ON MERCURY AVENUE APPROXIMAYi: LOCATION OF EXla "'f'IN:i 8" VCP .- ....-' SANITARY LINE. CON'f RACI'OR TO VERIFY WITH CITY OF CLEARWATER U 1'ILI T ES DEE'AR.NMENT 'EXACT SIZE AND LOCA'I ION PRI0R'T0 START. OF CONSTRUCTION. 4' WOOD FENCE I ------- ---- - - - - -- ........ N APPROXJRITE l.006iT10N OF EXISTIPJ(1A :iANITAA.. E.Nr-. CONTRACTOri TO VER CITY t�11= %LEAR4VATl':R U't'll..lrlc:5 DF.`.PAEXACT SITE AND LOCATION PRIOR TO OF CONS TRUC -f ION SANITARY MANHOLE. RIM _ 75.82 INVN- '75.18, (INFORMATION TAKEN FROM CITY O" CLE:AR SANITARY ATLAS 2898) p 4) ht• bVELI.. �r ONE STORY MASONRY '}2070 ...�. .....4 h MONITOF? I `v4'L:t.L ( I 4 -E- 4j� ............ . . . . .. . ............ n . ..................... ............. ............ V. ............. ............. ................................ ............................... ASF>r -IAL: r - ............. SILT FEN G� 6' CHAIN U-NIK HNCE: ,�l -•-------...........--- : : :. :r::: ::W ...... 4�• .'YGP OF ANk - APPROXIMATE LOCATION OF rye- - .- -------------- �... -• - -- ^,, F .... <,• ^�.� fir, Jl .....................- ; t, ;: ------- EX. tJt•IP TO'- p 4) ht• bVELI.. �r ONE STORY MASONRY '}2070 ...�. .....4 h MONITOF? I `v4'L:t.L ( I 4 -E- 4j� ............ . . . . .. . ............ n . ..................... ............. ............ ................. ............. ............. ................................ ............................... ............ ............. ......................................... ...- ................. ............. ............ ................................ ............................ ... ............. ------ --- - - -- ........................ ** .................. ------------------------------ G� - .................. -- ,�l -•-------...........--- : : :. :r::: ::W ...... nA' - APPROXIMATE LOCATION OF F5 EXA) HP--........................... + ° -- ------ _----------- EX. (JhiP _._ .....................- ; t, ;: ------- EX. tJt•IP j OF CLEARWATEEt UTIL I T :ES 0 DEPARTMENT EXACT SIZE AND' .G: LOCATION PRIOR TO START OF --- - --..........---........- CONSTRUCTION. REMOVED SAW -CUT PAVEMENT PRIOR �b' , p .r ..._{...... _.._ tip" ...._. . . . ....... -... .._ .... �_ ...- 0 o 4 _.. . m -_.. _..... __._ ...__ TO BE REMOVED _,... .... - - r . .- ........ _ _._ ...._. _..._ _....._ m Z EXISTING CONCRETE k. n e e s e s _ ... TO BE REMOVED . Q. COORNELL STREET M (NOT CONSTRUC�'E-D) ?� U Z w LU Z Y O 0 w C7 U >x� n4J• .1 :i -E- GJ -f• t* 0 SANITARY ATLAS 2898) N n DESCRIPTION \0 F.X�WM EXISTING TREE LX. GAS TO REMAIN ................................. ii EX. OHP . .............................iG : : :. :r::: ::W ...... A4' ...... __�.......... ................... - APPROXIMATE LOCATION OF F5 EXISTING 8, WATL:R MAIN O CONT RAC'T'OR TO VERIFY WITH CE'1 Y,J � GJ -f• t* 0 SANITARY ATLAS 2898) N n DESCRIPTION \0 F.X�WM EXISTING TREE LX. GAS TO REMAIN ................................. ii EX. OHP . .............................iG ❑4 REMOVE CONCRETE PADS, SIDEWALKS AND 14JJ 0 SANITARY ATLAS 2898) N _...._. -- - _ -------- ASPHALT PAVEWE:NT 100' RIDHT OE' OVAY ELF L n DESCRIPTION \0 F.X�WM EXISTING TREE LX. GAS TO REMAIN ................................. ii EX. OHP . .............................iG _...._. -- - _ -------- ASPHALT PAVEWE:NT 100' RIDHT OE' OVAY ELF L h EGG 5�a -I- tK n�> jI I I i I FHA mss,, SILT FENCE • .`� EEI O i EXISTING DRIVE � AY APRON (TO BE REMOVED) 5 I �E Ixi 4 3 'I a I `a i f , 1 fQ M (.�. 4 Cry � •1. p �l4° r l 1' v' { n 6 1 -E- e� 1 s�Nt SAW -CUT PAVEMENTijPRIOR TO REMOVE EXISTINGICURB f a i i l i �.., c. I CS..• tK 0 f 1 1 I, I I \yam TREE BARRICADE I 4J n DESCRIPTION El F.X�WM EXISTING TREE LX. GAS TO REMAIN ................................. ii EX. OHP . .............................iG ❑4 REMOVE CONCRETE PADS, SIDEWALKS AND 14JJ - APPROXIMATE LOCATION OF F5 EXISTING 8, WATL:R MAIN O CONT RAC'T'OR TO VERIFY WITH CE'1 Y,J h EGG 5�a -I- tK n�> jI I I i I FHA mss,, SILT FENCE • .`� EEI O i EXISTING DRIVE � AY APRON (TO BE REMOVED) 5 I �E Ixi 4 3 'I a I `a i f , 1 fQ M (.�. 4 Cry � •1. p �l4° r l 1' v' { n 6 1 -E- e� 1 s�Nt SAW -CUT PAVEMENTijPRIOR TO REMOVE EXISTINGICURB f a i i l i �.., c. I CS..• tK 0 f 1 1 I, I I \yam TREE BARRICADE I 4J + DESCRIPTION El F.X�WM EXISTING TREE LX. GAS TO REMAIN ................................. ii EX. OHP . .............................iG ❑4 REMOVE CONCRETE PADS, SIDEWALKS AND 14JJ - APPROXIMATE LOCATION OF F5 EXISTING 8, WATL:R MAIN O CONT RAC'T'OR TO VERIFY WITH CE'1 Y,J � OF CLEARWATEEt UTIL I T :ES 0 DEPARTMENT EXACT SIZE AND' R LOCATION PRIOR TO START OF PAVEMENT TO BE CONSTRUCTION. REMOVED SAW -CUT PAVEMENT PRIOR �b' TO REMOVE EXISTING CURB + p W N II .III. S GRAPHIC SCALE 111=20' DEMOLITION TABLE ITEM DESCRIPTION El REMOVE TREES AND SHRUBS. EXISTING TREE REMOVE ASPHALT AND BASE. TO REMAIN REMOVE STRUCTURES AND FOUNDATIONS. ❑4 REMOVE CONCRETE PADS, SIDEWALKS AND EXISTING TREE PAVERS TO THE NEAREST EXPANSION JOINT. F5 REMOVE LIGHT POLES, POWER POLES & POWER LINES. PROPOSED EROSION REMOVE CURB TO NEAREST EXPANSION JOINT. �7 REMOVE WATER ASSEMBLY, PIPES & ACCESSORIES. 0 REMOVE SANITARY STRUCTURES AND PIPES. R REMOVE SIGNS. TREE PROTECTION NOTES 1. ALL EXISTING TREES TO REMAIN SHALL BE BARRICADE AND SILT SCREENS OR HAYBALES SHALL BE INSTALLED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED FROM DAMAGE BY EQUIPMENT AND /OR PERSONNAL. THE LOCATION OF TREE BARRICADES AND /OR EROSION CONTROL MEASURES ARE SHOWN HEREON. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. PROPOSED IMPROVEMENTS (I.E. BUILDINGS, DRIVEWAYS, PARKING, POND BANKS, DRAINAGE SYSTEMS, ETC.) ARE LAYOUT TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES REMAINING. NUISANCE TREE ERADICATION NOTES: 1. THE CONTRACTOR SHALL ERADICATE ALL NUISANCE TREES SPECIES (DEFINED AS TREE SPECIES LISTED IN THE FLORIDA EXOTIC PEST TREE COUNCIL'S LIST OF INVASIVE SPECIES - 2005 EDITION) OCCURRING ON THE PROJECT SITE. THESE SPECIES INCLUDE BUT ARE NOT LIMITED TO BRAZILIAN PEPPER (SCHINUS TEREBINTHIFOLIUS), PUNK TREES ( MELALEUCA QUINQUENERVIA OR MELALEUCA LEUCODENDRON), AUSTRALIAN PINE (CASUARINA EQUISETIFOLIA) AND CHINESE TALLOW (SAPIUM SEBIFERUM). THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND ERADICATING ALL NUISANCE SPECIES ON SITE. 2. ALL TREES LARGER THAN ONE (1) INCH DBH (DIAMETER AT BREAST HEIGHT) SHALL BE CUT WITHIN SIX (6) INCHES OF EXISTING GRADE. ALL STUMPS SHALL BE TREATED WITH HERBICIDE WITHIN ONE HOUR OF CUTTING. HERBICIDE SHALL BE MIXED WITH MARKER DYE TO ENSURE THAT ALL STUMPS ARE TREATED. TREE BIOMASS SHALL BE REMOVED AND DISPOSED OF AT AN OFF -SITE LOCATION IN STRICT ACCORDANCE WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. 3. TREES SMALLER THAN ONE (1) INCH DBH AND SEEDLINGS SHALL BE TREATED IN -SITU WITH A FOLIAR SYSTEMIC HERBICIDE. CARE SHALL BE TAKEN TO AVOID OVERSPRAY ON DESIRABLE VEGETATION. REMOVE DEAD BIOMASS. 4. THE CONTRACTOR SHALL PERFORM QUARTERLY INSPECTIONS OF TREATED AREAS AND RE -TREAT AS NEEDED TO ELIMINATE REGROWTH OF NUISANCE TREE SPECIES. c� x. w Wtb1 ORIGINAL .,a RECENED a AUG 13 '2007 1 PLANNING DEPARTMENT CITY OF CLEARWATER 4b HUUKS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 LEGEND z 0 F_ o- w 0 co z O U) 6 z U PROPOSED m ® ® ® PROPERTY LINE 0 EXISTING TREE F 0p TO REMAIN EXISTING TREE L� 4- OPT TO BE REMOVED PROPOSED EROSION CONTROL 0 EXISTING ASPHALTIC PAVEMENT TO BE O REMOVED EXISTING BUILDING p ti 0 o m m m m TO BE REMOVED m Z EXISTING CONCRETE k. n e e s e s TO BE REMOVED . Q. z 0 F_ o- w 0 co z O U) 6 z U LU w ti 0 O p ti 0 o m m m m m Z lil m m M U Z w LU Z Y O 0 w C7 U O Fn w IL N m m U Q © COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER LEGAL DESCRIPTION Lots 1 through 10, Block A. GUNNS ADDITION, as shown on the map or plat thereof, as recorded in Plat Book 11, Page 88, Public Records of Pinellas County, Florida. SITE DATA 1. SITE ADDRESS: 2094 GULF TO BAY BOULEVARD CLEARWATER, FLORIDA 33765 2. PROPERTY AREA: 77,003 SF (1.768 AC) 3. EXISTING ZONING: C 4. EXISTING LAND USE DESIGNATION: CG 5. BUILDING SETBACKS: GULF TO BAY BLVD. (SOUTH) = 95.2 FT GUNN AVE. (EAST) = 62.5 FT CORNELL ST. (NORTH) = 83.4 FT SIDE (WEST) = 51.0 FT 6. SITE AREAS: VEHICULAR USE AREA: 33,551 SF (43.6 %) BUILDING AREA: 13,971 SF (18.1%) SIDEWALK, CURB, DUMPSTER: 6,480 SF (8.4 %) TOTAL IMPERVIOUS AREA: 54,002 SF (70.1%) POND: 3,163 SF (4.1 %) PERVIOUS AREA: 19,838 SF (25.8 %) TOTAL AREA: 77,003 SF (100 %) 7. FLOOR AREA = 13,971 SF (F.A.R. = 0.18) 8. OWNER: GULF TO BAY DEVELOPERS DIVERSIFIED, LLC 630 CHESTNUT STREET CLEARWATER, FLORIDA 33756 9. STORMWATER MANAGEMENT: WATER QUALITY TREATMENT AND 50 YEAR STORM EVENT ATTENUATION. 10. FLOOD ZONE INFORMATION: ZONE "X" 11. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED IN ACCORDANCE WITH THE CITY OF CLEARWATER CODE OF ORDINANCE. Z) 12. WASTE MANAGEMENT: ONE SOLID WASTE COMPACTOR z 13. TOTAL PARKING: 74 SPACES W ' FULL = 70 SPACES " HANDICAP = 4 SPACES I W EX. OHP ---- - -------Ae! Z7---- - -------------------------- • ........... .... EX. C3E- iP ........................................................................... EX. OHP 4' WOOD FENCE. .... .... . . . . .. .. .......t 6' :5'000 ^ENCE: E' CHAIN UNK FENCE: -._ _..0 ......... ---- - - - - -- -- i PROPOSED LIGHT POLE - (FIXTURE TO DIRECT LIGHT TOWARD BUILDING) MCKTOR WELL ONE STORY MASONRY #2070 I,,4(K TOR WELL 0 RETAINJNG WALL I f .) . - -- k X: LiT+F = ._ ......................... EX. OHP ... EX. 0HP- .._. _.. - .. .... _....._........ CUORNELL STREET __ ._ ...... __.. ^ .._ _ - - -- _.._ ....._ _.... _ - _ •. (NOT CONSTRUCTED) PROPOSED LIGHT POLE (FIXTURE TO DIRECT i RETAINING WALL EXISTING DRIVEWAY CONNECTION ELF (FIXTURE TO DIRECT LIGHT TOWARD BUILDING) BAY L E (FIXTURE TO DIRECT LIGHT TOWARD BUILDING) MONUMENT SIGN EX. 014P 1 I I PROPOSED DRIVEWAY CONNECTION I I RETAINING WALL W c iu PROPOSED LIGHT POLE (FIXTURE TO DIRECT I LIGHT TOWARD BUILDING) I i NEW SIDEWALK 1 i t 1 1 � o Ik l OA -EXISTING SIGN <� ot ............................ ............................... EX. OHP ---.................. ...........................,... W �111� \\ j .II'. SITE PLAN NOTES 1. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 2. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. 3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 4. REFER TO SHEET C -5.3 FOR CROSS SECTIONS. 5. ALL DISTURBED AREAS ARE TO RECEIVE FOUR (4) INCHES OF TOP SOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 6. ALL PROPOSED PARKING /DRIVE AREAS TO BE CURBED WITH FDOT TYPE 'D' CURB, UNLESS SPECIFIED OTHERWISE. ALL CURB RAMPS SHALL BE CONSTRUCTED AND TEXTURED PER FDOT INDEX NO. 304. 7. MINIMUM CURB RADII IS THREE (3) FEET, UNLESS OTHERWISE NOTED. EXACT RADII DIMENSIONS ARE SPECIFIED HEREON. 8. ALL DIMENSIONS SHOWN ON PLAN ARE TO FACE OF BUILDING, EDGE OF PAVEMENT, FACE OF CURB OR CENTERLINE OF STRUCTURE, UNLESS OTHERWISE NOTED. 9. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE CITY OF CLEARWATER COMMUNITY DEVELOPMENT CODE. 10. MONUMENT/ PYLON SIGNS SHALL BE COMPLETED BY THE OWNER'S SIGN CONTRACTOR. 11. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTNING ELECTRICAL PLAN. 12. REFER TO ARCHITECTURAL PLANS FOR DUMPSTER PAD SIZE, LOCATION AND DETAILS. 13. REFER TO ARCHITECTURAL PLANS FOR TRANSFORMER PAD SIZE, LOCATION AND DETAILS. 14. ALL BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN WAS TAKEN FROM TOPOGRAPHIC SURVEY BY SUNCOAST LAND SURVEYING, INC, DATED 1/18/07. 15. ALL EXISTING AND PROPOSED ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) 1929. LEGEND PROPOSED C ® m ® ® m PROPERTY LINE w 1 42' r SETBACK t DIMENSION t t TOP OF BANK \\ ,! --- --------------- - - - - -- ----------- „� BOTTOM OF POND 4b HUUKS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 NEW ASPHALTIC PAVEMENT .• ` ; "., �.� ®Y ^�. ° -,, "`:° ° V ►, " NEW CONCRETE PAD / SIDEWALK a ORIGINAL. RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER © COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES E:3 481 FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER U U) W 0 U) Z O U) w W Of 0 U w w ti 0 o ~ r-- 00 0 0 0 0 0 o m m m m m m m z LIJ D > U Z w LU w CD Z U Of a Q U Q EX. OHP--------.... ---- _ ----- -.-_ ------------------------------- --------- EX. CIE. P '.WOOD FENCE rl --- - - - - -- -- - - - - -- -- - - - - -- ---------- 6' CHAIN UNIK HNCE: — ..........0 .... . . . . .. .......... .. i KICK TOR WELL ONE STORY MASONRY ,42070 MNITOR WELL I 1 EX. OHP ...... ........ ............. ............. ............ ............. ............................ EX. OHP - ....... - -.. -- ....... _ .. CORNELL EE (NOT CONSTRUCTED) GULF TO` BAY B(DJULEVARDOF EX. OHP l I t �! �. a 113 I z 0 ,kk I 0 U7 I 1 f i I � i o \ i ................................. EX. 0HP ........................................... Q 6 ORIGINAL RECEIVED AUG 13 2 PLANNING DEPARTMENT CITY OF CLEARWATER N �fl� �111�I W GRAPHIC SCALE lvl.=201 40 20 10 0 20 POST SIGNS is $mw- 11 1 R1 -136" R5 -136" W/R W/R RIGHT r LEFT r TURN p TURN ONLY ONLY FTP -47 FTP -48 Yw I ING BYABLED RMIT NLY FTP -25 PAVEMENT ARROW AND MESSAGE DETAIL -I i FL- 1► -------------- - -- -- 11111g 111 1111111 I I 111 111' III IIII�1111�1 11111111`3111 1111 11 III III I IIIIr IL�I Illlzll I 11 `111:1111V L''1■ 1 1111'11 I li 111'11111,,_:11 : 1111111 II II IIIIIIIIf�l11 1111311 II ' III i111111 In 1111°,11;11. 111'111111 Ill 'll "III III 1/11111111 III 1 111,111.111 III�III u,. urmsw wnu- -] I-- 4" NOTES i: " -I I-- 4" —It-- l 1. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION AND THE FLORIDA DEPARTMENT OF TRANSPORTATION "DESIGN STANDARDS FOR DESIGN, CONSTRUCTION MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM ". 2. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT THERMOPLASTIC AND SHALL CONFORM TO F.D.O.T STANDARD INDEX NO. 17346, SHEETS 1 -7. PARKING STALL STRIPING TO BE 4" WIDE PAINTED STRIPES. 3. THE STRIPING FOR ALL REGULAR PARKING SPACES SHALL BE MADE IN WHITE COLOR. YELLOW PAINT SHALL BE USED FOR NO PASSING, NO PARKING OR TO DESIGNATE A FIRE LANE. 40 t1UUKJ BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 ©COPYRIGHT 2007 U) z 0 LLJ Z U 0� Z Lu w Q W r` VIr..Ln W CLo 0 z () . FS ti J Q m 0 w CQ G Q j 06 W m LL W zJ LL :: ) H Q 3: Z Z ( H W � ry W o vJ Lu � 0 cr) O N J 0 U a- Lcoo m W > Z: Z Z Y O w C7 D U Q 0� Z Lu Q VIr..Ln W CLo z () . J Q m 0 w CQ G Q j 06 W m LL W zJ LL :: ) H Q 3: Z Z ( H W � ry W o vJ Lu � 0 cr) O N J 0 U a- w Z) x roe w STORMWATER COLLECTION SYSTEM STRUCTURE SCHEDULE STRUCTURE NUMBER TYPE OF STRUCTURE GRATE ELEV. (FT) INV. ELEV. (FT) ST -1 OPENING THROUGH RETAINING WALL 73.00 ST -2 JUNCTION BOX 77.45 73.10 ST -3 FDOT TYPE "C" INLET 77.25 73.20 ST -4 FDOT TYPE IICI' INLET 77.25 73.60 ST -5 FDOT TYPE IICI' INLET 77.35 74.10 ST -6 FDOT TYPE "C" INLET 77.25 73.20 ST -7 FDOT TYPE I'C'I INLET 77.30 73.70 ST -8 CONTROL STRUCTURE MODIFIED TYPE C INLET 75.50 71.50 ST -9 JUNCTION BOX 77.45 71.00 ST -10 DRYWELL BOX 75.40 70.85 ST -11 YARD INLET 77.50 73.20 ST -12 MITERED END SECTION - - - -- 74.00 ST -13 YARD INLET 75.50 71.00 ST -14 MITERED END SECTION - - - -- 74.00 ST -15 MITERED END SECTION - - - -- 74.00 STORMWATER COLLECTION SYSTEM SEWER LINE SCHEDULE SEWER LINE LOWER END UPPER END LENGTH (FT) SIZE & MATERIAL SLOPE ( %) 1 ST -1 ST -2 11 14" x 23" ERCP 0.91 2 ST -2 ST -3 33 12" x 18" ERCP 0.30 3 ST -3 ST -4 37 12" x 18" ERCP 0.31 4 ST -12 ST -5 37 12" x 18" ERCP 0.27 5 ST -2 ST -6 33 12" x 18" ERCP 0.30 6 ST -6 ST -7 165 12" x 18" ERCP 0.30 7 ST -9 ST -8 163 12" x 18" ERCP 0.31 8 STA 0 ST -9 40 12" x 18" ERCP 0.37 9 ST -2 ST -11 17 12" x 18" ERCP 0.59 10 ST -10 ST -13 27 12" x 18" ERCP 0.55 11 ST -14 STA 5 26 12" x 18" ERCP 0.00 r;- t' WOOD F°:NCE �rr --- ...... ........ .. ..... . .. + ANCHOR RETAINING WALL (TO BE DESIGNED BY OTHERS) < TOP OF WALL EL. +79.00 ev- DETENTION POND TOP OF BANK EL. = +76.00 BOTTOM OF POND EL. = +73.00 S.H.W.L. EL. = +72.50 D.L.W. EL. = +74.25 �FJ - r 4J A S P iw; rpl L -I- G`i: WELL ONE 31ORY MASONRY #2070 �� 'llt 111 % /.Cl! / /l�lall:'�:' -/�� •;: + 1........+. hh MON;70R a WELL ANCHOR RETA NING WALL (TO BE DESIGNED BY OTHERS) TOP OF WALIL EL. +79.00 DETECTABLE WARNING ---- SURFACE(TRUNCATED DOMES ARE REQUIRED PER FDOT INDEX' 304) G tiA + + ............ MATCH EXISTING CURB ` NEW FDOT TYPE F CURB (WITH DROP SEGMENT) SAW -CUT PAVEMENT PRIOR TO REMOVE EXISTING CURB 4)� A4,• 1�'P a t y ; FHA ............................... ......... ...................... ............. ............. ............................................................... ............. ........ ............................... ............................. -- ............. ............. ............................................................... ............. ............. ............................................................... ........................ I t 0. ^ +`1 + n° 4 ,� + l� h1` + O' O ........ _ .. 4> C R L STREET a y ANCHOR RETAINING WALL a` n (NOT CONSTRLIC:T:rp} ;k• _ --••- - -• -• -•- • - -._ __;._. _ ..... _ ..... ^4:a• :'i'`'TO BE DESIGNED BY OTHERS)•.•• `� _ _..... _......_ + - _ .......... +- �.a'.�OP OF WAL- L °Et: ° +79.OD 1 3, i AN . -,..� SILT FENCE :> --�._ ��`.• ^t�ti ..� p ^��' �'� �tio ; ^ix• `�. ...- �•�•�.•. +�'' ,.` � + EXISTfNG_.J - EX. SWALE �\ C +- ; EX. SWALE 1 0 • .� SIGN u 75.10 } 77 { 174.60 75 0 �t r" i5 75;`0 a v, ' " c�5.50 75.3Y 5. t .}: 0� �. ,�O f{'nJ• 74 , „ � 01 t n)) 4 t 1� *: Oa l 4�L t) Q ( I_ �, 00 c a O ,• \ �- c l C) g� 1 4 J I rx. TOP 8� BANK % X f , "o • -+. -{ 7 .50 ^t \ / xl :{ o-, „cY 75.60 a �` ;o' 1 76.00 X t1- t� 6 ct- n_ -:: o o- t�- �- «r«Mriild w»rr. ..r.r.. ullllrrr ;• 78.� 75.00 77.90`• . . im: 77.75 5.50 DETECTABLE WARNI 74.00 78, 5 < ' , "< ' 1 X � SURFACE (TRUNCATED I a g 4 a A {78.00 ` s 78.00 78.15 `77.85 /71110 ,• �, 1 s' , ' i 4 4 75.60 i DOMES ARE REQUIRE 73.00 a a e e )F POND 73.00 X ` a "; �' a a; ` a `; Fy PER FDOT INDEX 304 ST-8 75.5¢.. x,;'-� =� ;a -,• �' a , 4 t 78.00 77.70 X77,65 TYP D I s ;, ST «9 X 78.80 77.10 Ia PROPOSED DRIVEWAY 73,0 $] + vT 7 76,60 1. « CONNECTION (CONSTRUCT 7 77,60 -1. TYPE D ( DRIVEWAY PER INDE4 515 \BOLLARD (TYP.) I c,;, ,` URBAN RADIAL) c. 7 1,i n %F F.<L 77.50 1 I is 77.,25 TYPE D .." , x., a 77.50 . s ^�.� • fir. {� _1�� 11 ST -1 G177:80'' i4z:a TOP OF WALL ST 7 773Q 77. 0� r�sT -�O 74.80 ST-6 TYPE D Fes" MIN. V ABOVE I A 7'7.56 1 77.38 .77.50 `��I 4:?> t�':> EDGE OF 01, ' ST er Zi:; .r PAVEMENT 76.60 a ,\ w78.50 77? ..75 �4, 77.50 t� 77.50 77.10 4� 77.45 00( {.14 -,c� ++ 1.4 7 . 7Sg2 } I .� ' 77.60 +;> ,:_ -1 a7� 0 lti� E14j .,h I 11 75.6 77 55 16Q � RETAINING WAL `` { I � � LANDSCAPE AREA 1 a ) TYPE D 77.60 77,45 77,60 77.85 ° } •'� 77.50 p(} ( 77.85 TYPE D 50 <� L 7 .05 78 25 ` : ^ a , rwwMlllw ■wlwMwF wwwwr wwwrw Flwllwww wwwlwr 77 78.25 3 RETAINING WALL 78.25 7$,25 ' T �' r+•'o . _ « I h. 78.50 q`0, .25 ., "; •�•?�.''�i,h �.�tc•� "l� .� •® « i J. « " ++. ° w 1 75.00 . a .fai xe'a .o<' % >, x R a.�., l >. •r�R, «��: «�a .F >•.«. �a, «, ^s, «'.a. ., «`.a 'M:a!�Fi.:? -i..`4.a, •.,fa:.x.•a'_ •''. "., ' ^ >. ���.,•g „� h.,• ®C r a•.�• 0 a•.�•a a•,�• ay <•:'.A, n•, ®•a'•E �•: «• 75.80 < w� TOP OF WALL 77.3 78.35 8. �' 78.35 n- %§ SILT FENCE ; 77.95 *• MIN V ABOVE ST -3 `•.� _._ . i NG WALL • ED E OF " ANCHOR RETAINING ` !j PAV MENT (TO BE DESIGNED BYJOTHERS) aca IYPB] ;).TOP OF WALL EL. +79.00 j C U, ,:• 1 1h O`nG' \:'n• �c .•b f`�'_ a \ '« a i�� c3A # s ttG>> `O ` yy o2a c I" P, 77.55 :'a,05 �6� �•' - , ar?y TYPE D + Ilk- ++ + ° 77.90 ) UNIT "A" UNIT "B" UNIT "C" UMT "D" UNIT "E" UNIT "F" UNIT "G" UNIT "H" UNIT "I" RESTAURANT RETAIL RETAIL ,RETAIL RETAIL RETAIL RESTAURANT RETAIL RETAIL,' a. , 76.20 f YPE D' AREA =1,803 SF AREA =1,469 SF AREA =1,510 SF AREA =1,469 SF�4 AREA =1,469 SF AREA =1,469 SF AREA= 1,510 SF AREA =1,469 AREA =1,803 SIF p - �- �- \r 77,9 8• ; ,`e,•�;� /FJ• � \ G� $A45 77.35: 77> 0 A O4j + I+ - \: a ^� ::, riJ -v 1 B °, < ` G 5 . / Y) B G F. 78.50 FT,F.') �,, "':' + N t n l G. e 1 it ,'' O O p DRIVE-TI :1k GG r. i C o {w n rn qF WINDOW s 4)- c 1 In GG�y �n 1Fr sa' + ° tnF 1c ' a _, •� iQJ• �' •� ACA ^ - p .. _ "t, TOP OF WALL « - 78.30 MIN. 1' ABOVE 77 -8 " a , ^ * is :, PAV. *4,N �`;�� , a a <O �, �G .r •- � ri t �G. G•r.f y 40 ,G' 78.35 aC' `��' R �• ;')'4J " ✓' 1• `c y to a « "a + x• 1 a •f�:� a ?� 8.5o s, ° _ %a + a; ) < ua �; a c'L`� , a �� , a „ Q • a a DE CTABLE WARNING }-� .a a aa` 4p R. wy. , p ,ro +� . .y• :� };a de.x� , •n a. .c. p a k, ,a, «• 4. .n p �., . M, . .� ,' M, • n a . ❑ .R. << I a %.a, 8,411. %a /r,`_ a _ b, >,_ «'a, �R, A 7i�ed�l• .:a , .,r. "•s, %.a, , 5a;. «' a, %R, «78;4 !.9, R !9. .Ov4k.-<`78;3b SUi�FACE(TRUNCATED p jj �.,,• ®. �.,•�.y ,• ® ".y,.p.,.,,p•.,, •p•,,• ®•..•`, ® „�`, ®•�• „'p• h „9, h;\,�.. s ®' a,'�'•`F,a.'`'a "ei' a a< 1 't' a� ,�• ,p a ,a x DOMES ARE REQUIRED i` .a NEW SIDEWALK a..�: fR•,_« "a. «'.a. .,.,y, «a.a ': a, <` a._;`.',a_- ,.�a.••..••'PV « R, ..'l, 'a .f a,'«'R" R- ^a, a`'.a. a `a, as +R ".5a, xM'R '>a ''R - -« �a,.« ^a, «•^,R, '.a .:a .•'a. '�a" •a. J na. ° PE FDOT INDEX 304 %x.50 « A ® ` . ® ` a« �78 °.30• � • , • `'a' a a8.0 • ` a. ) 76.65 a, ® s ,'p • �, R, , •x'`%13.34 ` a, `'® zv , ya • d , ® . ,'p • y ,'� •'XBd,'® e, ,'p ev `'a' h a `^-- 77'60 78.00 ', ' zQZ7 NEW FDOT TYPE CURBSEGMENT 77.90 x.« `� «. Via• �, « ta, i tl %a, a;" �j a 78 $0 a 78.30 78.30, . ` r 78.30'. e a 8.30 a 78.30 SAW -CUT PAVE ENT PRIOR p ate. a� « ya' $S .r v.s .•c� ,a.• x ar .a.• -v " v v r v u v ,r _r _ a. r• , a "`-rta, _ti ar. '; ;' r s••�a a, r. "a' .`.Fa• .r• R "v• >, s••i' v• i, r•'�a ,r %a I I({I I({I{ W , C�7 TO REMOVE EXI TING CURB ••'s, «'' "a. s, .a a, ,.;a '�r , •'a, �a;. 'a, �R •a a `. ^a, _�9• `'aI '9,..` j{I #{I #II VIII 77.70 76.5 8. 0 ` ' `' -' 7 :20 ' ` ®' " ' ` % �" 30 $.2 " ' ` °7 `2 ®' A ' ' a ' ` �8 9. ANCHOR RETAINING WALL wwlw m wwlwwla wwwwwN wwlwwlR wwiwwM wwlwww wwlwwM «...Ilww www�ll rwwwll wwwww wwlwww wwwwM wlwwl.w wwwwrr 'TYPE D 77.80 77,90 78,10 78.35 78,30 78.00 77.900 (TO BE DESIGNED BY OTHERS) '-TYPE D �R, c�� �a , TOP OF WALL EL. +79. 0 R. I o 77.55 78.10 78.05 77.65 77.54 ' �+ , .tir.` aF .`,, . �`� 4�sa TYPE D % I Gy^) \�, HA-2 77 2i'k� 411 TYPED s a .tip;?' ,1�;' %1- iC ' 1 ' %a ! ,y 10• 14�kC { J1, .. 50 x 77.35 { + + + ¢� li, _W T-5 ='' MATCH EXISTING CURB TOP OF WALL 177.95 4• TOP OF WALL �> �� 77<40 MIN, V ABOVE < � ., ar` MIN. 1' ABOVE D-*-'-- ," H .�:: �° EDGE OF I �o `' EDGE OF i ��r COs TYPED 77.80 ° ;I t �' 4 x'77.55 PAVEMENT 78.10 m'78.05 N;�PAVEMENT 77 55 I + I 14�? . �.\ =`F -N 78.00 TYPED 6.00 TYPED ^4c 43 a 7tf.1U �•a'' + aj(b' ^ �� �� l } 4,y I 4 o�s, 77.80 a�a 78,35 G�� 78,30 ''t +. ' ; 4 �• + z .80A x •� � 1 + 1 ^` 77.90 +, 76.50 6 50 + ��� :. 4 cy�\' EXI SIGN G , a' n q 74.00 e ! 'iY I76 00 6.00 J` �c �<A . 76.00 76.00 76.00 7,6.00 1�a' + 4; , 6.00 4x "y1� , MATCH EXISTING CURB 1 75,2 ; 1hk0 ' c .c� 4� �l �\ �c s�°, 6" B!bULDERS 90 X o _ 5.80 0 - a' n r N 5 .� v , , 5 1 4 W• `v n , v - 8J30 0 ° CO�C VA -, 3` .a : . - _ ....._.. ....._ ......................... ..... .......... -___ ` c 5 5 's6J �- �[S:EO tx f n s a t. NEW FDOT TYfA F CURB �4 a _. 1 7 s, , ). C )NC t,t1hF3 - _ ��.lS(lh1C............ - - -- - `oR=t• 4 �4 (WITH DROP SEGMENT) ' IVCYV VVIVI,RC 1 C URBAN RADIAL) \ MATCH EXISTING APRON 4�a............ A >PFIAL'r .a h4, SILT FENC ^� 4,• 6' CHAIN UNX F :NCF .+..__.._...- -_ .- ..._.....4 .......... _ .... _. X 'VIOP OF DANK ��- FLOW DIRECTION . �FJ - r 4J A S P iw; rpl L -I- G`i: WELL ONE 31ORY MASONRY #2070 �� 'llt 111 % /.Cl! / /l�lall:'�:' -/�� •;: + 1........+. hh MON;70R a WELL ANCHOR RETA NING WALL (TO BE DESIGNED BY OTHERS) TOP OF WALIL EL. +79.00 DETECTABLE WARNING ---- SURFACE(TRUNCATED DOMES ARE REQUIRED PER FDOT INDEX' 304) G tiA + + ............ MATCH EXISTING CURB ` NEW FDOT TYPE F CURB (WITH DROP SEGMENT) SAW -CUT PAVEMENT PRIOR TO REMOVE EXISTING CURB 4)� A4,• 1�'P a t y ; FHA ............................... ......... ...................... ............. ............. ............................................................... ............. ........ ............................... ............................. -- ............. ............. ............................................................... ............. ............. ............................................................... ........................ I t 0. ^ +`1 + n° 4 ,� + l� h1` + O' O ........ _ .. 4> C R L STREET a y ANCHOR RETAINING WALL a` n (NOT CONSTRLIC:T:rp} ;k• _ --••- - -• -• -•- • - -._ __;._. _ ..... _ ..... ^4:a• :'i'`'TO BE DESIGNED BY OTHERS)•.•• `� _ _..... _......_ + - _ .......... +- �.a'.�OP OF WAL- L °Et: ° +79.OD 1 3, i AN . -,..� SILT FENCE :> --�._ ��`.• ^t�ti ..� p ^��' �'� �tio ; ^ix• `�. ...- �•�•�.•. +�'' ,.` � + EXISTfNG_.J - EX. SWALE �\ C +- ; EX. SWALE 1 0 • .� SIGN u 75.10 } 77 { 174.60 75 0 �t r" i5 75;`0 a v, ' " c�5.50 75.3Y 5. t .}: 0� �. ,�O f{'nJ• 74 , „ � 01 t n)) 4 t 1� *: Oa l 4�L t) Q ( I_ �, 00 c a O ,• \ �- c l C) g� 1 4 J I rx. TOP 8� BANK % X f , "o • -+. -{ 7 .50 ^t \ / xl :{ o-, „cY 75.60 a �` ;o' 1 76.00 X t1- t� 6 ct- n_ -:: o o- t�- �- «r«Mriild w»rr. ..r.r.. ullllrrr ;• 78.� 75.00 77.90`• . . im: 77.75 5.50 DETECTABLE WARNI 74.00 78, 5 < ' , "< ' 1 X � SURFACE (TRUNCATED I a g 4 a A {78.00 ` s 78.00 78.15 `77.85 /71110 ,• �, 1 s' , ' i 4 4 75.60 i DOMES ARE REQUIRE 73.00 a a e e )F POND 73.00 X ` a "; �' a a; ` a `; Fy PER FDOT INDEX 304 ST-8 75.5¢.. x,;'-� =� ;a -,• �' a , 4 t 78.00 77.70 X77,65 TYP D I s ;, ST «9 X 78.80 77.10 Ia PROPOSED DRIVEWAY 73,0 $] + vT 7 76,60 1. « CONNECTION (CONSTRUCT 7 77,60 -1. TYPE D ( DRIVEWAY PER INDE4 515 \BOLLARD (TYP.) I c,;, ,` URBAN RADIAL) c. 7 1,i n %F F.<L 77.50 1 I is 77.,25 TYPE D .." , x., a 77.50 . s ^�.� • fir. {� _1�� 11 ST -1 G177:80'' i4z:a TOP OF WALL ST 7 773Q 77. 0� r�sT -�O 74.80 ST-6 TYPE D Fes" MIN. V ABOVE I A 7'7.56 1 77.38 .77.50 `��I 4:?> t�':> EDGE OF 01, ' ST er Zi:; .r PAVEMENT 76.60 a ,\ w78.50 77? ..75 �4, 77.50 t� 77.50 77.10 4� 77.45 00( {.14 -,c� ++ 1.4 7 . 7Sg2 } I .� ' 77.60 +;> ,:_ -1 a7� 0 lti� E14j .,h I 11 75.6 77 55 16Q � RETAINING WAL `` { I � � LANDSCAPE AREA 1 a ) TYPE D 77.60 77,45 77,60 77.85 ° } •'� 77.50 p(} ( 77.85 TYPE D 50 <� L 7 .05 78 25 ` : ^ a , rwwMlllw ■wlwMwF wwwwr wwwrw Flwllwww wwwlwr 77 78.25 3 RETAINING WALL 78.25 7$,25 ' T �' r+•'o . _ « I h. 78.50 q`0, .25 ., "; •�•?�.''�i,h �.�tc•� "l� .� •® « i J. « " ++. ° w 1 75.00 . a .fai xe'a .o<' % >, x R a.�., l >. •r�R, «��: «�a .F >•.«. �a, «, ^s, «'.a. ., «`.a 'M:a!�Fi.:? -i..`4.a, •.,fa:.x.•a'_ •''. "., ' ^ >. ���.,•g „� h.,• ®C r a•.�• 0 a•.�•a a•,�• ay <•:'.A, n•, ®•a'•E �•: «• 75.80 < w� TOP OF WALL 77.3 78.35 8. �' 78.35 n- %§ SILT FENCE ; 77.95 *• MIN V ABOVE ST -3 `•.� _._ . i NG WALL • ED E OF " ANCHOR RETAINING ` !j PAV MENT (TO BE DESIGNED BYJOTHERS) aca IYPB] ;).TOP OF WALL EL. +79.00 j C U, ,:• 1 1h O`nG' \:'n• �c .•b f`�'_ a \ '« a i�� c3A # s ttG>> `O ` yy o2a c I" P, 77.55 :'a,05 �6� �•' - , ar?y TYPE D + Ilk- ++ + ° 77.90 ) UNIT "A" UNIT "B" UNIT "C" UMT "D" UNIT "E" UNIT "F" UNIT "G" UNIT "H" UNIT "I" RESTAURANT RETAIL RETAIL ,RETAIL RETAIL RETAIL RESTAURANT RETAIL RETAIL,' a. , 76.20 f YPE D' AREA =1,803 SF AREA =1,469 SF AREA =1,510 SF AREA =1,469 SF�4 AREA =1,469 SF AREA =1,469 SF AREA= 1,510 SF AREA =1,469 AREA =1,803 SIF p - �- �- \r 77,9 8• ; ,`e,•�;� /FJ• � \ G� $A45 77.35: 77> 0 A O4j + I+ - \: a ^� ::, riJ -v 1 B °, < ` G 5 . / Y) B G F. 78.50 FT,F.') �,, "':' + N t n l G. e 1 it ,'' O O p DRIVE-TI :1k GG r. i C o {w n rn qF WINDOW s 4)- c 1 In GG�y �n 1Fr sa' + ° tnF 1c ' a _, •� iQJ• �' •� ACA ^ - p .. _ "t, TOP OF WALL « - 78.30 MIN. 1' ABOVE 77 -8 " a , ^ * is :, PAV. *4,N �`;�� , a a <O �, �G .r •- � ri t �G. G•r.f y 40 ,G' 78.35 aC' `��' R �• ;')'4J " ✓' 1• `c y to a « "a + x• 1 a •f�:� a ?� 8.5o s, ° _ %a + a; ) < ua �; a c'L`� , a �� , a „ Q • a a DE CTABLE WARNING }-� .a a aa` 4p R. wy. , p ,ro +� . .y• :� };a de.x� , •n a. .c. p a k, ,a, «• 4. .n p �., . M, . .� ,' M, • n a . ❑ .R. << I a %.a, 8,411. %a /r,`_ a _ b, >,_ «'a, �R, A 7i�ed�l• .:a , .,r. "•s, %.a, , 5a;. «' a, %R, «78;4 !.9, R !9. .Ov4k.-<`78;3b SUi�FACE(TRUNCATED p jj �.,,• ®. �.,•�.y ,• ® ".y,.p.,.,,p•.,, •p•,,• ®•..•`, ® „�`, ®•�• „'p• h „9, h;\,�.. s ®' a,'�'•`F,a.'`'a "ei' a a< 1 't' a� ,�• ,p a ,a x DOMES ARE REQUIRED i` .a NEW SIDEWALK a..�: fR•,_« "a. «'.a. .,.,y, «a.a ': a, <` a._;`.',a_- ,.�a.••..••'PV « R, ..'l, 'a .f a,'«'R" R- ^a, a`'.a. a `a, as +R ".5a, xM'R '>a ''R - -« �a,.« ^a, «•^,R, '.a .:a .•'a. '�a" •a. J na. ° PE FDOT INDEX 304 %x.50 « A ® ` . ® ` a« �78 °.30• � • , • `'a' a a8.0 • ` a. ) 76.65 a, ® s ,'p • �, R, , •x'`%13.34 ` a, `'® zv , ya • d , ® . ,'p • y ,'� •'XBd,'® e, ,'p ev `'a' h a `^-- 77'60 78.00 ', ' zQZ7 NEW FDOT TYPE CURBSEGMENT 77.90 x.« `� «. Via• �, « ta, i tl %a, a;" �j a 78 $0 a 78.30 78.30, . ` r 78.30'. e a 8.30 a 78.30 SAW -CUT PAVE ENT PRIOR p ate. a� « ya' $S .r v.s .•c� ,a.• x ar .a.• -v " v v r v u v ,r _r _ a. r• , a "`-rta, _ti ar. '; ;' r s••�a a, r. "a' .`.Fa• .r• R "v• >, s••i' v• i, r•'�a ,r %a I I({I I({I{ W , C�7 TO REMOVE EXI TING CURB ••'s, «'' "a. s, .a a, ,.;a '�r , •'a, �a;. 'a, �R •a a `. ^a, _�9• `'aI '9,..` j{I #{I #II VIII 77.70 76.5 8. 0 ` ' `' -' 7 :20 ' ` ®' " ' ` % �" 30 $.2 " ' ` °7 `2 ®' A ' ' a ' ` �8 9. ANCHOR RETAINING WALL wwlw m wwlwwla wwwwwN wwlwwlR wwiwwM wwlwww wwlwwM «...Ilww www�ll rwwwll wwwww wwlwww wwwwM wlwwl.w wwwwrr 'TYPE D 77.80 77,90 78,10 78.35 78,30 78.00 77.900 (TO BE DESIGNED BY OTHERS) '-TYPE D �R, c�� �a , TOP OF WALL EL. +79. 0 R. I o 77.55 78.10 78.05 77.65 77.54 ' �+ , .tir.` aF .`,, . �`� 4�sa TYPE D % I Gy^) \�, HA-2 77 2i'k� 411 TYPED s a .tip;?' ,1�;' %1- iC ' 1 ' %a ! ,y 10• 14�kC { J1, .. 50 x 77.35 { + + + ¢� li, _W T-5 ='' MATCH EXISTING CURB TOP OF WALL 177.95 4• TOP OF WALL �> �� 77<40 MIN, V ABOVE < � ., ar` MIN. 1' ABOVE D-*-'-- ," H .�:: �° EDGE OF I �o `' EDGE OF i ��r COs TYPED 77.80 ° ;I t �' 4 x'77.55 PAVEMENT 78.10 m'78.05 N;�PAVEMENT 77 55 I + I 14�? . �.\ =`F -N 78.00 TYPED 6.00 TYPED ^4c 43 a 7tf.1U �•a'' + aj(b' ^ �� �� l } 4,y I 4 o�s, 77.80 a�a 78,35 G�� 78,30 ''t +. ' ; 4 �• + z .80A x •� � 1 + 1 ^` 77.90 +, 76.50 6 50 + ��� :. 4 cy�\' EXI SIGN G , a' n q 74.00 e ! 'iY I76 00 6.00 J` �c �<A . 76.00 76.00 76.00 7,6.00 1�a' + 4; , 6.00 4x "y1� , MATCH EXISTING CURB 1 75,2 ; 1hk0 ' c .c� 4� �l �\ �c s�°, 6" B!bULDERS 90 X o _ 5.80 0 - a' n r N 5 .� v , , 5 1 4 W• `v n , v - 8J30 0 ° CO�C VA -, 3` .a : . - _ ....._.. ....._ ......................... ..... .......... -___ ` c 5 5 's6J �- �[S:EO tx f n s a t. NEW FDOT TYfA F CURB �4 a _. 1 7 s, , ). C )NC t,t1hF3 - _ ��.lS(lh1C............ - - -- - `oR=t• 4 �4 (WITH DROP SEGMENT) ' TO REMOVE EXISTING CURB IVCYV VVIVI,RC 1 C URBAN RADIAL) \ MATCH EXISTING APRON \ Q, NFW CONCRETE .a h4, EXISTING +�`Q EXI#.-NG CONCRETE APRON +' {^ X 4H AND FDOT DROP CURB (TO REMAIN) ��- FLOW DIRECTION PROPOSED DRIVEWAY 1 R.L. _ _ _ _ _ 4 }O . ��b + RIDGE -LINE af �} PROPOSED STORM I ��• G� t�� ^t .1.... CD PROPOSED EROSION TO REMOVE EXISTING CURB PROPOSED ® m ® ® Q, NFW CONCRETE .a MATCH EXISTING APRON EXISTING +�`Q ELEVATION V- {^ X ELEVATION ��- FLOW DIRECTION PROPOSED DRIVEWAY 1 R.L. _ _ _ _ _ 4 }O . ��b + RIDGE -LINE af �} -- • ......... ........................ ...... ---,-- ........................... --'--.......................... ..------------ 1--- '---- .... .._ ............... ....... ASPHAIJ PAVEMENT 11" vv 1 -1 1 1 rL 1 VV - JLV1 -11 (MATCH EXISTING CONCRETE (:;JRB AFTER REMOVING EXISTING A1PRON) SAW -CUT PAVEMENT PRIOR TO REMOVE EXISTING CURB 100' RIOT OF' WAY ELF BOULEVARD ,ETAINING WALL ^4,` °�' SAW -CUT PAVEMENT PRIOR 31GNED BY OTHERS) TO REMOVE EXISTING CURB 4L6L. +79.00 DETECTABLE WARNING ' + SURFACE (TRUNCATED NEW SIDEWALK DOMES ARE REQUIRED ACCESSIBILITY RAMP OG PER FDOT INDEX 304) , (PER FDOT INDEX 304) .......J, ............. _........... ............. ....... - ,.,...,L Gc� 4> �a + Co A`: + ORIGINAL 'r RECEIVED + AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 1�i11 N LEGEND 4b HUUNS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 ALL EXISTING AND PROPOSED ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) 1929. z 0 a of U U W 0 Z 0 U) 1,1 � w PROPOSED ® m ® ® PROPERTY LINE EXISTING +�`Q ELEVATION 76.00 PROPOSED X ELEVATION ��- FLOW DIRECTION PROPOSED DRIVEWAY CENTER -LINE R.L. _ _ _ _ _ PROPOSED RIDGE -LINE 0 ST a, ME- =73 ST0 PROPOSED STORM SEWER LINE CD PROPOSED EROSION CONTROL 4b HUUNS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 ALL EXISTING AND PROPOSED ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) 1929. z 0 a of U U W 0 Z 0 U) 1,1 � w LL 0 CD 0 m m 0 o m m o fn m m z Iii o U � co > Z LLI '� o w a W L b ca U Q ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER NOTES TO CONTRACTOR 1. ASSURE COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) DURING CONSTRUCTION. 2. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE EROSION CONTROL MEASURES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 4 D- AND 40D-40 F.A.C. INITIATION OF CIVIL PENALTY 0 4 PROCEDURES PURSUANT TO SECTION 373.129, F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS �� & CONSTITUTING A SEPARATE OFFENSE. 3. NOTIFY THE OWNER IN WRITING IF OTHER SOURCES OF POLLUTION ARE BEING STORED, ..... ....._.- ......... __.. ......... . . OR OTHERWISE USED DURING CONSTRUCTION OF THE PROJECT (E.G; OILS, FUELS, FERTILIZERS, PESTICIDES, OTHER CHEMICALS, ETC). THIS NOTIFICATION SHALL BE ACCOMPANIED WITH THE CONTRACTOR'S DESIGN INCLUDING MEANS AND METHODS TO BE USED TO PREVENT POLLUTION FROM THESE SOURCES. 4. IF RELEASES OF REPORTABLE QUANTITIES OF OIL, COMBUSTIBLES OR HAZARDOUS MATERIAL OCCUR NOTIFY NATIONAL RESPONSE CENTER (800) 424 -8802 IMMEDIATELY, NOTIFY PERMITTING AUTHORITHY IN WRITING WITHIN 14 DAYS AND MODIFY THE POLLUTION PREVENTION PLAN TO INCLUDE THE DATE OF RELEASE, CIRCUNSTANCES LEADING TO THE RELEASE AND STEPS TAKEN TO PREVENT REOCURRANCE OF THE RELEASE. 5. INSPECT ALL EROSION CONTROL MEASURES REGULARLY DURING CONSTRUCTION (WEEKLY) AND AFTER EACH RAINFALL AND REPAIRE AND /OR REPLACE AS NECESSARY TO MAINTAIN ADEQUATE CONTROL OF EROSION AND SEDIMENTATION FOR THE DURATION OF THE PROJECT. +� I 6. TAKE ALL REASONABLE MEASURES TO ASSURE THAT SEDIMENTED AND /OR POLLUTED STORMWATER IS NOT DISCHARGED FROM THE SITE. 7. USE DETENTION PONDS AS SEDIMENTATION BASINS OR CREATE SEDIMENTATION BASINS I AS NEEDED. 8. PREPARE INSPECTION REPORTS SUMMARIZING NAME OF INSPECTOR(S), QUALIFICATIONS j OF INSPECTOR(S), MEASURES /AREAS INSPECTED, OBSERVED CONDITIONS AND CHANGES NECESSARY TO THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 9. NOTIFY THE ENGINEER IN WRITING IF STORMWATER POLLUTION PREVENTION MEASURES I ARE INEFFECTIVE AND IF REVISION TO THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ARE NEEDED. 10.MAINTAIN RECORDS OF CONSTRUCTION ACTIVITIES, INCLUDING DATES WHEN MAJOR poxlp'.44> !! ?~ b `HOOD FENCr L ...a ..._ f . GRADING ACTIVITIES OCCUR, DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY k��'.`- ) _ . �'� t - - - -f � CEASE ON A PORTION OF THE SITE, DATES WHEN CONSTRUCTION ACTIVITIES CHAIN LN7 FE:NC> szz PERMANENTLY CEASE ON A PORTION OF THE SITE AND DATES WHEN STABILIZATION �� s MEASURES ARE INITIATED ON THE SITE. METAL STORAC, 11. INITIATE SITE STABILIZATION MEASURES AS SOON AS PRACTICABLE IN PORTIONS OF THE ��/ SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. , 12. MAINTAIN A COPY OF THE CONSTRUCTION PLANS WHICH INCLUDE THE CONSTRUCTIO q FACE WATER MANAGEMENT PLAN (CSWMP) ON SITE. t MROSION AND SEDIMENTATION CONTROL NOTES ��`yti , +A'' . .............. __.� �.`.�..........I . ��. L�ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP) IN --" "' ....... _.......I'' ,AIDDITION TO THOSE PRESENTED ON THESE CONSTRUCTION DOCUMENTS SHALL BE �4� ASPHA :3 LEMENTED PRIOR TO START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTLN ............ ..- ............ ...._ �......�. OMPLETE TO PREVENT TURBID DISCHARGES FROM FLOWING ONTO ADJACENT I x FENC PROPERTY, ROADWAYS AND STREETS, AND SILTATION OF STORM SEWERS, WATERWAYS ^;' 6' CI -IA :N :.INM FENCE: .......... ..... .--1? -`- AND WETLANDS. N. c }+ EiAN!( �........ _ --- .......�...,_. 22.. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE '; �`� i`x 'L c� L "' ORDINATED WITH THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL .•N��' �TURES TO THE EXTENT NECESSARY TO ASSURE ECONOMICAL EFFECTIVE AND ' 1 t f `' `� � TINUOUS CONTROL OF EROSION AND WATER POLLUTION THROUGHOUT THE LIFE OF 714f CONSTRUCTION PHASE. 1 �.,`' �•..,, �` i 1 -'rHE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE ) _ / OF THE CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND ;F° YEY MATERIAL USUALLY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID • ATER DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BAtW, L E % ^b, \ F PREVENT EROSION. FLOATING TURBIDITY CURTAINS SHALL BE USED IN OPEN WATER wn - SITUATIONS. DIVERSION DITCHES OR SWALES MAYBE REQUIRED TO PREVENT TURBID <;t• •;r :! , STORM WATER RUNOFF FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER VONiTc)R BODIES. IT MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES AND y " °E-E I .Ib� OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT. 4. THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION OPERATIONS SUCH THAT THE lT /.•✓JTiTII lITT�TTTTi ���J AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED IS NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED, UNCOMPLETED CONSTRUCTION SHALL BE AS SHORT AS PRACTICABLE. ONE 3T4RY MASONRY l CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND PERFORMED THAT GRADING #2070 ; rtfr7 ads \ OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT. 5. PERMANENT DETENTION AREA(S) AND /OR TEMPORARY SEDIMENTATION BASIN(S) SHALL t %l_r' /l!/ /11..: %lll'/llr BE CONSTRUCTED AS A FIRST STEP IN THE LAND ALTERATION ACTIVITIES AS PART OF THE CONSTRUCTION SURFACE WATER MANAGEMENT PLAN. THE CONTRACTOR SHALL CREATE POSITIVE DRAINAGE FOR DIRECTING ANTICIPATED RUNOFF TO THE SEDIMENTATION BASIN MONITOR- ^F' AREA(S). WHEN REQUIRED, DEWATERING SHALL INCLUDE PROVISIONS TO RETAIN AS MUCH �FLL I I WATER ON -SITE AS POSSIBLE. 6. SEDIMENT BASINS, PERIMETER SWALES, SILT FENCES, BERMS, SEDIMENT TRAPS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO DETAIN SEDIMENT AND /OR PREVENT THE MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, SHALL BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION ACTIVITIES. SILTATION CONTROLS SHALL BE INSTALLED AND MAINTAINED AS REQUIRED BY THE ENGINEER TO ENSURE SURFACE WATER QUALITY CONDITIONS ARE IN COMPLIANCE WITH STATE WATER QUALITY STANDARDS. +' 7. ALL STORMWATER INLETS, ON -SITE AND ADJACENT TO THE PROJECT, SHALL BE + +_ + PROTECTED UIXNCFDIMfVT TRAPS (I.E. STAKDY_BALES) AND FILTER_FAIiALL._.._. - # .:...,:.�� BE PLACED BENEATH GRAtItS WHICH SHALL BE MAINTAINED AND REPLACED DURUNG + �' CONSTRUCTION AS REQUIRED. + ... ............. ............. ............ ...........T - ........ � 8. ALL EXTERIOR SWALES, DITCHES AND CHANNELS SHALL BE SODDED WITHIN (3) DAYS OF L� EXCAVATION. ALL OTHER INTERIOR SWALES, DITCHES AND CHANNELS INCLUDING -, DETENTION PONDS WILL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 9. FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON -SITE DRAINAGE + CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION,) > - AND THE LENGTH OF TIME THE STOCKPILES WILL BE KEPT. IN NO CASE SHALL + UNSTABILIZED STOCKPILE REMAIN MORE THAN THIRTY (30) DAYS. 10. ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED WEEKLY, .. .......... ............. ...... ....... ............. .......... • ... ................. ........... ... _........- ESPECIALLY AFTER EACH RAINFALL AND WILL BE REPAIRED AND /OR REPLACED A • + .. ... .. REQUIRED. %; <�' �t `81f 11. THE CONTRACTOR SHALL REPORT ALL OFF -SITE SURFACE WATER DISCHARGES WITH TURBIDITY IN EXCESS OF 29 NTUS ABOVE BACKGROUND LEVEL TO AIR AND WATER QUALITY PROTECTION WITHIN 24 HOURS AFTER OCCURRENCE AS PER THE REQUIREMENTS OF THE NPDES PERMIT. NOTIFICATION SHALL INCLUDE CAUSE OF THE PROBLEM, CORRECTIVE ACTIONS TAKEN, AND INSTALLATION OF ADDITIONAL EROSION /SEDIMENT CONTROLS NOT SHOWN ON THE APPROVED CONSTRUCTION PLAN DRAWINGS. 12. WHEN CONSTRUCTION IS COMPLETE, THE PERMANENT DETENTION BASIN SHALL BE REGRADED AND RE- SODDED IN ACCORDANCE TO THE CONSTRUCTION PLANS. ANY SOD PLACED ON SLOPES EXCEEDING 3:1 TO BE ANCHORED BY STAKES, AND /OR ENGINEER'S APPROVED METHOD. PERMANENT DETENTION AREAS SHALL BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. -------------- ------ ......... ......... -. ................... ....... .................................. ... .......... ............. ........................... - ............................... .. ............. ............. ........................... .. ........................... ..... ............. ............. ............... ... ................... ............................ .... .................. i e - .+ .. .. • a• P - - - - -- - ._. CX. al ..era _... .. _... - _ ..... -+- - - - - -_ -_. ^�' (NOT CONSTRUE ( D) tit +• �N w _... - : __ .......__ _... _. c °C: A fry• ` 0 ............................................ ... ............... .. t� ... ............................... F �y .FEX, ai•iP I I 1 f I �ti I i SITE SPECIFIC NOTES 1. EXISTING SOILS: MYAKKA FINE SAND Iryry N �I .III .IIf. II� RA' ' 1 • 20 10 0 20 74.80 ASPHALT PAVE "NIEN -T 1 2. INFILTRATION RATE: 12.5 IN /HR (FROM DRI TEST PERFORMED ON 02/22/2007) NN 3. SEASONAL HIGH WATER ELEVATION = 72.50 FT N.G.V.D. (FROM SOIL AUGER ^� 30il' RICH -1 G +" bVAY +' Ab 4. RECEIVING WATER BODY OR STORMWATER COLLECTION SYSTEM: BAY BO u L EVARD I COMMUNITY -PANEL NUMBER: 12103C0109H, MAP REVISED 5/17/2005) 75.00 + 6. APPROXIMATE CONSTRUCTION START DATE: 7/2007. + + 7. APPROXIMATE CONSTRUCTION COMPLETION DATE: 4/2008. 8. CONSTRUCTION SEQUENCE IS AS FOLLOWS: COMPLETE EROSION CONTROL _.. . _ ....._ ..... ............ .._..._.... .......-----. ........... - ----..... EXCAVATION, EARTHWORK ACTIVITIES, STORMWATER SYSTEM CONSTRUCTION, . r. ----------------- -. ..........------..............._.._.................................. ........................... -_.. ............_._. _- ._.__-. ----- ----------. r..._.- _._. _._ 1 ^ STABILIZATION. _ - + 9. TOTAL SITE ACRES: 77,003 SF (1.768 AC) 10. RUN -OFF COEFFICIENTS ('C' FACTORS): .FEX, ai•iP I I 1 f I �ti I i SITE SPECIFIC NOTES 1. EXISTING SOILS: MYAKKA FINE SAND Iryry N �I .III .IIf. II� RA' ' 1 • 20 10 0 20 74.80 ASPHALT PAVE "NIEN -T 1 2. INFILTRATION RATE: 12.5 IN /HR (FROM DRI TEST PERFORMED ON 02/22/2007) 3. SEASONAL HIGH WATER ELEVATION = 72.50 FT N.G.V.D. (FROM SOIL AUGER 30il' RICH -1 G +" bVAY +' 4. RECEIVING WATER BODY OR STORMWATER COLLECTION SYSTEM: BAY BO u L EVARD I COMMUNITY -PANEL NUMBER: 12103C0109H, MAP REVISED 5/17/2005) 75.00 .FEX, ai•iP I I 1 f I �ti I i SITE SPECIFIC NOTES 1. EXISTING SOILS: MYAKKA FINE SAND Iryry N �I .III .IIf. II� RA' ' 1 • 20 10 0 20 74.80 1 2. INFILTRATION RATE: 12.5 IN /HR (FROM DRI TEST PERFORMED ON 02/22/2007) 3. SEASONAL HIGH WATER ELEVATION = 72.50 FT N.G.V.D. (FROM SOIL AUGER BORINGS PERFORMED ON 02/22/2007) +' 4. RECEIVING WATER BODY OR STORMWATER COLLECTION SYSTEM: LAKE STARCREST 5. FLOOD ZONE INFORMATION: ZONE "X" (FLOOD INSURANCE RATE MAP I COMMUNITY -PANEL NUMBER: 12103C0109H, MAP REVISED 5/17/2005) 75.00 6. APPROXIMATE CONSTRUCTION START DATE: 7/2007. SILT FENCE ( I 7. APPROXIMATE CONSTRUCTION COMPLETION DATE: 4/2008. 8. CONSTRUCTION SEQUENCE IS AS FOLLOWS: COMPLETE EROSION CONTROL INSTALLATION, DEMOLITION, CLEARING AND GRUBBING, DETENTION POND EXCAVATION, EARTHWORK ACTIVITIES, STORMWATER SYSTEM CONSTRUCTION, U UTILITY CONSTRUCTION, BASE AND PAVEMENT CONSTRUCTION, FINAL STABILIZATION. + 9. TOTAL SITE ACRES: 77,003 SF (1.768 AC) 10. RUN -OFF COEFFICIENTS ('C' FACTORS): > PRE- DEVELOPMENT CONDITION: C =0.80 a I POST - DEVELOPMENT CONDITION: C =0.76 u; ' It 11. THE STORMWATER MANAGEMENT SYSTEM, FOLLOWING COMPLETION OF I CONSTRUCTION AND APPROPRIATE AS -BUILT SUBMITTALS AND ENGINEERING I CERTIFICATIONS, WILL BE OPERATED AND MAINTAINED BY GULF TO BAY r I,I DEVELOPERS DIVERSIFIED, LLC. F 12. THE POTENTIAL SOURCE OF POLLUTION FROM THIS PROJECT IS SOIL EROSION DURING CONSTRUCTION ACTIVITIES. W U lu �t 91 EXISTING SIGN Jet NOTES TO OWNER I 1. ASSURE THAT ALL EROSION CONTROL MEASURES ARE IN PLACE PRIOR TO 1 COMMENCEMENT OF CONSTRUCTION ACTIVITIES AND BE MAINTAINED THROUGH (�)NSTRUCTION. I i 2`iPRIOR TO CONSTRUCTION SIGN AND SUBMIT A NOTICE OF INTENT FORM TO THE I E VIRONMENTAL PROTECTION AGENCY AS PERMITTEE AND OPERATOR OF THIS FA IITY, ALONG WITH A NARRATIVE STATEMENT CERTIFYING THAT THE STQRMWATER POLLUTION PREVENTION PLAN (SWPPP) PROVIDES COMPLIANCE i WITH APPROVED STATE OF FLORIDA ISSUED PERMITS, EROSION AND j SEg MENTATION CONTROL PLANS AND STORMWATER MANAGEMENT PLANS. l• 4,> 3. SUBMIT TO THE ENVIRONMENTAL PROTECTION AGENCY, ALONG WITH THE ABOVE �4J CER�FICATION, A COPY OF THE COVER PAGE OF THE STATE OF FLORIDA PERMIT , R1:, 5.80 5�.30 H..... ...................•----------- .............................�w EX. a}•iF' 1• ORIGINAL REC EIVE® i AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER ISSU D BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION AND /OR THE dOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT. 4. SUBMIT TO THE ENVIRONMENTAL PROTECTION AGENCY A COPY OF THE NOTICE O OF INTENT TO THE APPLICABLE OPERATOR OF THE MUNICIPAL SEPARATE ,,9TORIV4,WATER SYSTEM. 5 SIB , IND SUBMIT A NOTICE OF TERMINATION FORM UPON COMPLETION OF ' Oi9NS C_ >JCTIOWAND FINAL STABILIZATION OF THE SITE TO THE ENVIRONMENTAL PROTECTION AGENCY AND ALL APPLICABLE GOVERNMENTAL ENTITIES. �v 4 :J a "I ACKNOWLEDGE THE PLACEMENT OF ALL STORMWATER POLLUTION PROTECTION MEASURES REQUIRED TO ASSURE THAT SILTED AND /OR POLLUTED STORMWATER IS NOT DISCHARGED FROM THE SITE. SIGNATURE: DATE: PRINT NAME: AUTHORIZED AGENT FOR GULF TO BAY DEVELOPERS DIVERSIFIED, LLC 4th HUUKS BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 a U U w U) z 0 U) w �cl� m 0 z © COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES ♦, FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER +76 +76.10' =1, SECTION A - A _ NORTH P/L LANDSCAPE LANDSCAPE COMPACTOR ENCLOSURE CORNELL STREET 10.0' 5.5' 17.33' RIGHT -OF -WAY LIMIT OF I 4' GUARD RAIL N' CONSTRUCTION ANCHOR +79.00' w I RETAINING WALL SYSTEM OR EQUAL v +78.00' +78.25' +78.25' ' TEMPORARY: SILT FENCE r: '\ \\� " •�• <.\ %\\\\ ��\ •" +77.50' t. �. JJ EX Jr F f • (STING r �••�• J \• GRADE EX. SWALE +75.00' F \\ \\ \\\,: ;\ \ �\ _\�� \�\ \. \f \ \• J- +74.70' .:•.R'C °: ��"'r�.F,. ,:'.• /�'• '"' l"° r"°'\'°'° "°':�'\C %.J.\i'i'"""\::.�r'.:'' J : ,.• J . SECTION B - B N.T.S. 83.5' DRIVEWAY DRIVE -THRU LANE 10.0' 10.0' 4' GUARD RAJR ANCH RETAINING W W NEW SYSTEM OR EQ+78.50' LLJ 0 ASPHALT W +77.40' PAVEMENT +77 W LO _7j 0 ;r 'Y Ya 76.00 SECTION C - C NORTH N.T.S. LANDSCAPE AREA 1 VARIES 4' GUARD RA EXISTING 34" LIVE OAK +78. PRESTRESSED LINTEL SYSTEM (DESIGNED BY OTHERS) SIDEWALK 5.5' ST +75.90' EAST GUNN AVENUE RIGHT -OF -WAY +75.40' SOUTH BUILDING WALL +78.35', H­.,' F.F.E. = +78.50' -\ fan. .r; J{ t� f v•�:. a• / 3 \. \. :. • �:,r.,l..: _ .. __ .:_, :.. � 5.60' WEST P/L LANDSCAPE 10.0' LIMIT OF CONSTRUCTION I I I TEMPORARY SILT FENCE P/L NORTH CORNELL STREET LANDSCAPE RIGHT -OF -WAY 10.0' LIMIT OF CONSTRUCTION I I TEMPORARY SILT FENCE +74.75' SECTION D - D N.T.S. )UTH -AY BLVD. IF -WAY +75.40' POND SIDE SLOPE 12' POND SIDE SLOPE 12' SECTION E - E POND BOTTOM VARIES N.T.S. POND BOTTOM VARIES EAST COMPACTOR ENCLOSURE WALL +79.00' ANCHOR a\ +78,25' RETAINING WALL SYSTEM OR EQUAL ' MODIFIED FDOT TYPE 'C' (`(1AITl7fl1 CTDI I(`TI IOC � / >" r',:''• /,,/''„J /' � ,f'.� \\ +75.50' POND SIDE SLOPE 12' EXISTING GRADE +76.00' J D.H.W. EL. = +75.50' �\\ — \ D.L.W. (W.Q T.) EL. = +74.25' \ \ \ \< %` S.H.W.L. / NORMAL WATER EL. = +72.50' r +73.00' = +71 nn', `- <�i`\ \� \� \\ \1��`�� \� \\� WEST P/L LIMIT OF , CONSTRUCTION TEMPORARY SILT FENCE 75.80 LANDSCAPE VARIES EXISTING 36" LIVE OAK - PRESTRESSED LINTEL SYSTEM (DESIGNED BY OTHERS) �`•�' \\`�� \ \� \�:' \'� :!+ /FJ /,F ,; ^` r,•• � � /'+,J��;J' % \i:� •�'J'J�J'J ::,;.•rr�,/:.,r,,.J,; �,:\,.�.r,��.•,,.!,J ,::r \/ ,r �:`; r\ Y�rw;; ?�� ' \,�,�,��!,'�/�J\J%,/;,;� \�,, SECTION F - F N.T.S. LANDSCAPE DRIVEWAY DRIVE -THRU LANE VARIES �T- 10.0' 10.01 SOUTH 4'GUARD +77.50' +76.00'1 CO Z O U) W Oil U W LLJ 0 W W LO 0 U > M o rr` J w Q O -00 I_ 8 0 0 C7 CD CD o m m m m W L LI m m Z Iii m ry in W I-- U) ��^^ VJ LaJ � U Z W LU O Z U +76.00' LLI _U' of Lu W C7 J oU �ZNU n o Q U Q RR \' ry w EAST SOUTH GULF TO BAY BLVD. RIGHT -OF -WAY TRAVEL LANES EXISTING APRON VARIES 10.0' SECTION G - G N.T.S. P/L INGRESS / EGRESS DRIVEWAY 33.5' NORTH Z J SECTION H - H N.T.S. ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER LLJ 0 W LO cn U > M Z J w Q O -00 m O U I— Q J W L LI m �- ry O W I-- U) ��^^ VJ LaJ O (D +76.00' Q Lu W C7 J oU �ZNU Jr-_ , Z A M F,,1 04 N W ti� W N Z � 0 N o F- LL Z W NORTH Z J SECTION H - H N.T.S. ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER IMPORTANT UTILITY NOTES 1. ALL UTILITIES, INCLUDING INDIVIDUAL DISTRIBUTION LINES, SHALL BE INSTALLED UNDERGROUND. 2. PROPOSED WATER MAIN TO BE DEFLECTED OVER OR UNDER STORM AND SANITARY PIPE MIN. 18 " CLEARANCE). WHEN WATER MAIN IS BELOW SANITARY OR LESS THAN 18" CLEARANCE, SANITARY SEWER PIPE TO BE CONSTRUCTED WITH DIP 20' FROM EACH SIDE OF CROSSING. 3. WATER AND SEWER LATERALS ARE TO BE ADJUSTED TO MAINTAIN 18" MINIMUM CLEARANCE WITH ALL OTHER UTILITIES. 4. SOD ALL AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY CONSTRUCTION. 5. THE CONTRACTOR IS TO COORDINATE ALL WORK WITHIN, BUT NOT LIMITED TO, CITY OF CLEARWATER RIGHTS -OF -WAY WITH UTILITY COMPANIES IN ORDER TO PREVENT DAMAGE TO UTILITY LINES AND THE MAKING OF ADJUSTMENTS TO SAME, IF REQUIRED. 6. THE CONTRACTOR SHALL VERIFY LOCATIONS AND DEPTHS OF EXISTING WATER AND SEWER LINES PRIOR TO BEGINNING CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL ROAD CROSSING AND /OR UTILITY PERMITS. 8. ADJUSTING MANHOLE TOPS TO MATCH GRADE AND SLOPE OF THE FINISH PAVING SHALL BE INCLUDED IN THE RESPECTIVE CONTRACT UNIT PRICE FOR MANHOLES, PAYMENT OF WHICH WILL CONSTITUTE FULL COMPENSATION FOR THE CONSTRUCTION AND COMPLETION OF THE MANHOLE, AND NO ADDITIONAL PAYMENT WILL BE ALLOWED OR MADE FOR ADJUSTING MANHOLE TOPS. 9. BENDS SHALL BE INSTALLED IN FORCE MAIN AND /OR WATER MAIN TO AVOID UNFORESEEN CONFLICTS WITH EXISTING OR PROPOSED STRUCTURES. 10. THE JOINT DEFLECTION METHOD SHALL BE USED WHERE PRACTICAL IN LIEU OF INSTALLING BENDS. 11. UNDERGROUND WATERMAINS AND HYDRANTS MUST BE COMPLETED AND IN- SERVICE PRIOR TO BUILDING CONSTRUCTION. 12. ALL UTILITIES ARE TO BE LOCATED UNDERGROUND PER CODE. 13. THE LOCATION OF ALL TEMPORARY BLOWOFF'S AND SAMPLE POINTS MUST MEET PINELLAS COUNTY'S HEALTH DEPARTMENT REQUIREMENTS. 14. THE CITY OF CLEARWATER, AT THE APPLICANT'S EXPENSE, WILL REMOVE /RELOCATE ANY /ALL WATER METERS THAT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT, INCLUDING RECLAIM WATER METERS. (NO METERS SHALL BE LOCATED WITHIN ANY IMPERVIOUS AREAS.) 15. THE CITY OF CLEARWATER WILL PROVIDE WATER MAIN TAP, SET THE WATER METER AND A B.F.P.D. (BACK FLOW PREVENTOR DEVICE). APPLICANT IS RESPONSIBLE FOR ALL ASSOCIATED FEES AND ALL OTHER INSTALLATION FEES. 16. ALL SANITARY SEWER LINE EXTENSIONS TO CONFORM TO CITY OF CLEARWATER STANDARDS. w D r uu D 0 LLB SANITARY MANHOLE RIV 74.: iNV E: ::. 70.44 NV d, :: 70.34 INV N - 70.79 EX. OHP C3 �` EX. w%l E. X. fi g N E A€ .SAN . SS ....... ............................... EX. 0 HP....................------.... ............................... °- EXI,S'f 1NG SANi GARY SE'4%IER SERVICE S TUB LOCA7 ED APPROXIMATELY 24' EAST OF MANHOLE ON MERCURY AVENUE. APPl:OXitJ;Ai'£: L.O:.AIION OF EXI:i71NCi Cl" VCP ---- -•-"' SAN! TARY L INE. CON'f RACFOR T 0 VERIFY WITH CITY OF CLEARWATER U TILI i'I::S 1)EPARTME NT EXACT S I ZE AND 1.00A,'10N PR €Oi'tT STARTOFCONS?RUCTION. --------------- ------ ............ ............ ................. t �. APPRO�, 4ATE LOCATION OF EXISTING 3'• VCP I ,iANITAA • LINE. CONTRACTOR TO VERIFY WITH ............. �� --- _ - LX.1NP - � . :................_..- - _- ._.._........ ». t X, t)f iP - ..._...................:.c. •• 4,. OVAP (INFORMATION 'IAKF.N 4•• 1c) O£ ESA FROM CITY OF CLEARWATER SANITARY ATLAS 2899) �GJ o A tiG lG ._.... -. - ..... _ ...._ _.... ... - ,F ._-}- -t .. . ..... . . ....... ....... -.... _- _..... . ....._ r� Ld L STRZEET ..._,_.. _._ ..... 41- (NOT CCNSTRUCrT.-C-D) ,� _ ...... _ .... •_-... _ ... _ =' WOOD FENCE rl ...... . .. ......... U......... .......... APPRO�, 4ATE LOCATION OF EXISTING 3'• VCP I ,iANITAA • LINE. CONTRACTOR TO VERIFY WITH ASPHALT CITY 6F CLEARWATE.R UT11.ITIES DF.:PARTME.N -1 --- _ EXAC7 SIf. E AND LOCATION PRIOR TO START i OF CONSTRUCT ]ON 6' OI -IA:N Ul�lK F Nf'E: SANITARY MANHOLE...........- -----• RIM = 75.82 I) ` �� INV N - -- 73.18 (INFORMATION 'IAKF.N 4•• 1c) O£ ESA FROM CITY OF CLEARWATER SANITARY ATLAS 2899) r �a A S P >j�f� 1. T -1- rtia WELL MON ?TOR �� M� rto •. ONE STORY MASONRY #2070 <y 4 '{' r4,•Ei U.s U r`<y' MONITOR i WELL ! i. I i G �A „Cy AST' n�7' + i J <G q 4�• ........:...a ..... ............. ............ .......... .....ti`.... ... : : : : : : : : :: n n0' -i- - I------ - - - - -- ---- FROM CITY OF CLE:ARWA71-: =< SANITARY ATLAS 289D) r'' 0 �4 •, r F + nG t: .._ -.... ... ...- .- ...._�_.......E..._.._... _._. ._- ............................ ................. _.. _ - �.-"'� t 0•.'x'1 �,"'G' - ._._._.......... ::_._._. 'l� %4r•'• __.... _.:..�..._.._........ ............. _....._. _....._ - ,ya ASPHALT FAJ(.bSF.N7 100' RIGHT 0 WAY GULF T LE CONSTRUCTED BY CITY OF qqG �� CLEARWATER (O� LDRINE INJECTION POINT; i- o- APPROXIMATELY 120' EA,11 T OF t 0 MANHOLE, INV. EL CONNECT TO EXISTING SANITARY SEWER SERVICE STUB IE= ±73.00' (CONTRACTOR TO FIELD VERIFY EXACT SIZE AND cy LOCATION PRIOR TO START OF CONSTRUCTION). CONTAPT CITY ^�O OF CLEARWATER UTILITIES DEPARTMENT FOR INSPFkC,,,hbN TWO { (2) DAYS PRIOR TO WORK. + N + 1r47'r� ��' 1Qy nG -1: ?.. .......... -- _ _ ._ .......... .............. 4; + _._._,. -- _ _- ... ....... tip: G. I I i FHA '• I • s ........m ............ ___i_.. 0A i I m x j II I i � I i ! � `t4 i I ` m i I I 1 L 1 a L11 i i z •- I E- iYl i ul s G ny jt W j a ! f I 0 RZ Iu t 'S I 1 i FTE t t � I , t t I I a 1 i E 1 IT, 1 i O " EX. WM EX. GAS ....•----------r w E.X. 01-IP ............................41- All --APPROXIMATE LOCATION OF EXISTING S" WA'EE=.R MAIN CONTRACTOR'TO VERIFY WITH CN- 4:) OF CL EAFib'VA7 EI'2 LI'i'ILI'1'!ES DEPARTMEN I' EXACT SIZE AND' LOCATION PRIOR TO START OF CONSTRUCTION. ORIGINAL RECENED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER U AJ . .�G• + .i. W II 1•� GRAPHIC ' 1 •• 20 10 0 21 SANITARY COLLECTION SYSTEM STRUCTURE SCHEDULE STRUCTURE TYPE OF RIM ELEV. INV. ELEV. NUMBER STRUCTURE (FT) (FT) SA -1 EXISITNG SERVICE STUB - - - -- 73.00 SA -2 NEW MANHOLE 77.50 73.75(S) 73.85 (W) SA -3 NEW MANHOLE 1 77.40 74.65 (E) SANITARY COLLECTION SYSTEM SEWER LINE SCHEDULE SEWER LOWER UPPER LENGTH SIZE & SLOPE LINE END END (FT) MATERIAL ( %) 1 SA -1 SA -2 184 8" PVC 0.40 2 SA -2 SA -3 199 8" PVC 0.40 UTILITY CONFLICT SCHEDULE CONFLICT NUMBER CONFLICT INV. ELEV. 4" & 6" PVC DR 14 FIRE 71.20 12 "x18" ERCP STORMWATER 73.20 2" DIP DOMESTIC WATER MAIN 72.20 8 DIP SANITARY SEWER 73.85 4" PVC DR 14 FIRE 71.50 12 "x18" ERCP STORMWATER 73.50 IMPORTANT NOTE TO CONTRACTOR UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH OWNER'S ENGINEER WITH COMPLETE "AS- BUILT" INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS -BUILT INFORMATION SHALL BE PRODUCED WITH AND UPON COMPLETION, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH DISKS OF ALL DRAWINGS, ONE SET OF REPRODUCIBLE PLANS, AND FIVE SETS OF PLANS. THE "AS- BUILT" INFORMATION SHALL CLEARLY AND ACCURATELY REPRESENT ALL CONSTRUCTED ITEMS INCLUDING, BUT NOT LIMITED TO: A. ELEVATIONS OF ALL STORM SEWER OUTFALL STRUCTURES AND SANITARY SEWER STRUCTURE BOTTOMS, TOPS, AND INVERTS. B. FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILITIES, CONDUITS, SLEEVES, ETC. C. LOCATIONS OF ALL STRUCTURES, PIPES, CONDUITS, SLEEVES, ETC. D. CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES. E. HORIZONTAL AND VERTICAL CONTROL OF ALL WATER MAIN FITTINGS AND APPURTENANCES, AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP OF WATER MAINS AT ALL CROSSINGS, AND A MINIMUM OF EVERY 200 LINEAL FEET OF PIPE. F. HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS, TOE OF SLOPES, ALL GRADE BREAKS, BUILDINGS, PONDS, DITCHES, LITTORAL ZONES, ETC. G. HORIZONTAL AND VERTICAL CONTROL ELEVATIONS OF ALL ELEMENTS OF SANITARY SEWER LIFT STATIONS INCLUDING TOP AND BOTTOM SLABS, INVERTS, ELEVATIONS AT WHICH THE FLOAT SWITCHES ENGAGE, ALL VALVES AND ASSOCIATED APPURTENANCES. t 1 NO ENGINEER'S CERTIFICATIONS CAN BE SUBMITTED TO OBTAIN A CERTIFICATE OF OCCUPANCY UNTIL THE "AS- BUILT" INFORMATION IS RECEIVED, REVIEWED, AND APPROVED O BY THE ENGINEER. THE CONTRACTOR SHALL ALLOW THE ENGINEER A MINIMUM OF FOUR WEEKS TO COMPLETE THE REVIEW OF THE "AS- BUILT" INFORMATION UPON RECEIPT, PRIOR TO SUBMITTAL TO APPLICABLE AGENCIES. WN11 rte-• LEGEND PROPOSED ®■ ■ ■ ■ ®■ ■ ■ ■ ® PROPERTY LINE EXISTING WATER EY, rru MAIN PROPOSED WM WATER MAIN rX SAr EXISTING SANITARY SEWER LINE PROPOSED SAN SANITARY SEWER LINE © STI PROPOSED STORM SEWER LINE 4b HUUKJ BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 z i RE U W Ly ti 0 °o 0 C) o m m m m p LLI m m m Z p V O Z Z LU Lu CD U m o ZD Y w 12 D U Q ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED C 6 IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 0 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER nh' ASPHALT .- ------ - - - - --- _ _ ----- - - - - -- ......� _ ,> 6 6' OI -IA:N Ul�lK F Nf'E: 4•• 1c) O£ ESA o r �a A S P >j�f� 1. T -1- rtia WELL MON ?TOR �� M� rto •. ONE STORY MASONRY #2070 <y 4 '{' r4,•Ei U.s U r`<y' MONITOR i WELL ! i. I i G �A „Cy AST' n�7' + i J <G q 4�• ........:...a ..... ............. ............ .......... .....ti`.... ... : : : : : : : : :: n n0' -i- - I------ - - - - -- ---- FROM CITY OF CLE:ARWA71-: =< SANITARY ATLAS 289D) r'' 0 �4 •, r F + nG t: .._ -.... ... ...- .- ...._�_.......E..._.._... _._. ._- ............................ ................. _.. _ - �.-"'� t 0•.'x'1 �,"'G' - ._._._.......... ::_._._. 'l� %4r•'• __.... _.:..�..._.._........ ............. _....._. _....._ - ,ya ASPHALT FAJ(.bSF.N7 100' RIGHT 0 WAY GULF T LE CONSTRUCTED BY CITY OF qqG �� CLEARWATER (O� LDRINE INJECTION POINT; i- o- APPROXIMATELY 120' EA,11 T OF t 0 MANHOLE, INV. EL CONNECT TO EXISTING SANITARY SEWER SERVICE STUB IE= ±73.00' (CONTRACTOR TO FIELD VERIFY EXACT SIZE AND cy LOCATION PRIOR TO START OF CONSTRUCTION). CONTAPT CITY ^�O OF CLEARWATER UTILITIES DEPARTMENT FOR INSPFkC,,,hbN TWO { (2) DAYS PRIOR TO WORK. + N + 1r47'r� ��' 1Qy nG -1: ?.. .......... -- _ _ ._ .......... .............. 4; + _._._,. -- _ _- ... ....... tip: G. I I i FHA '• I • s ........m ............ ___i_.. 0A i I m x j II I i � I i ! � `t4 i I ` m i I I 1 L 1 a L11 i i z •- I E- iYl i ul s G ny jt W j a ! f I 0 RZ Iu t 'S I 1 i FTE t t � I , t t I I a 1 i E 1 IT, 1 i O " EX. WM EX. GAS ....•----------r w E.X. 01-IP ............................41- All --APPROXIMATE LOCATION OF EXISTING S" WA'EE=.R MAIN CONTRACTOR'TO VERIFY WITH CN- 4:) OF CL EAFib'VA7 EI'2 LI'i'ILI'1'!ES DEPARTMEN I' EXACT SIZE AND' LOCATION PRIOR TO START OF CONSTRUCTION. ORIGINAL RECENED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER U AJ . .�G• + .i. W II 1•� GRAPHIC ' 1 •• 20 10 0 21 SANITARY COLLECTION SYSTEM STRUCTURE SCHEDULE STRUCTURE TYPE OF RIM ELEV. INV. ELEV. NUMBER STRUCTURE (FT) (FT) SA -1 EXISITNG SERVICE STUB - - - -- 73.00 SA -2 NEW MANHOLE 77.50 73.75(S) 73.85 (W) SA -3 NEW MANHOLE 1 77.40 74.65 (E) SANITARY COLLECTION SYSTEM SEWER LINE SCHEDULE SEWER LOWER UPPER LENGTH SIZE & SLOPE LINE END END (FT) MATERIAL ( %) 1 SA -1 SA -2 184 8" PVC 0.40 2 SA -2 SA -3 199 8" PVC 0.40 UTILITY CONFLICT SCHEDULE CONFLICT NUMBER CONFLICT INV. ELEV. 4" & 6" PVC DR 14 FIRE 71.20 12 "x18" ERCP STORMWATER 73.20 2" DIP DOMESTIC WATER MAIN 72.20 8 DIP SANITARY SEWER 73.85 4" PVC DR 14 FIRE 71.50 12 "x18" ERCP STORMWATER 73.50 IMPORTANT NOTE TO CONTRACTOR UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH OWNER'S ENGINEER WITH COMPLETE "AS- BUILT" INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS -BUILT INFORMATION SHALL BE PRODUCED WITH AND UPON COMPLETION, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH DISKS OF ALL DRAWINGS, ONE SET OF REPRODUCIBLE PLANS, AND FIVE SETS OF PLANS. THE "AS- BUILT" INFORMATION SHALL CLEARLY AND ACCURATELY REPRESENT ALL CONSTRUCTED ITEMS INCLUDING, BUT NOT LIMITED TO: A. ELEVATIONS OF ALL STORM SEWER OUTFALL STRUCTURES AND SANITARY SEWER STRUCTURE BOTTOMS, TOPS, AND INVERTS. B. FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILITIES, CONDUITS, SLEEVES, ETC. C. LOCATIONS OF ALL STRUCTURES, PIPES, CONDUITS, SLEEVES, ETC. D. CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES. E. HORIZONTAL AND VERTICAL CONTROL OF ALL WATER MAIN FITTINGS AND APPURTENANCES, AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP OF WATER MAINS AT ALL CROSSINGS, AND A MINIMUM OF EVERY 200 LINEAL FEET OF PIPE. F. HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS, TOE OF SLOPES, ALL GRADE BREAKS, BUILDINGS, PONDS, DITCHES, LITTORAL ZONES, ETC. G. HORIZONTAL AND VERTICAL CONTROL ELEVATIONS OF ALL ELEMENTS OF SANITARY SEWER LIFT STATIONS INCLUDING TOP AND BOTTOM SLABS, INVERTS, ELEVATIONS AT WHICH THE FLOAT SWITCHES ENGAGE, ALL VALVES AND ASSOCIATED APPURTENANCES. t 1 NO ENGINEER'S CERTIFICATIONS CAN BE SUBMITTED TO OBTAIN A CERTIFICATE OF OCCUPANCY UNTIL THE "AS- BUILT" INFORMATION IS RECEIVED, REVIEWED, AND APPROVED O BY THE ENGINEER. THE CONTRACTOR SHALL ALLOW THE ENGINEER A MINIMUM OF FOUR WEEKS TO COMPLETE THE REVIEW OF THE "AS- BUILT" INFORMATION UPON RECEIPT, PRIOR TO SUBMITTAL TO APPLICABLE AGENCIES. WN11 rte-• LEGEND PROPOSED ®■ ■ ■ ■ ®■ ■ ■ ■ ® PROPERTY LINE EXISTING WATER EY, rru MAIN PROPOSED WM WATER MAIN rX SAr EXISTING SANITARY SEWER LINE PROPOSED SAN SANITARY SEWER LINE © STI PROPOSED STORM SEWER LINE 4b HUUKJ BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 z i RE U W Ly ti 0 °o 0 C) o m m m m p LLI m m m Z p V O Z Z LU Lu CD U m o ZD Y w 12 D U Q ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED C 6 IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 0 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER CONSTRUCTED BY CITY OF qqG �� CLEARWATER (O� LDRINE INJECTION POINT; i- o- APPROXIMATELY 120' EA,11 T OF t 0 MANHOLE, INV. EL CONNECT TO EXISTING SANITARY SEWER SERVICE STUB IE= ±73.00' (CONTRACTOR TO FIELD VERIFY EXACT SIZE AND cy LOCATION PRIOR TO START OF CONSTRUCTION). CONTAPT CITY ^�O OF CLEARWATER UTILITIES DEPARTMENT FOR INSPFkC,,,hbN TWO { (2) DAYS PRIOR TO WORK. + N + 1r47'r� ��' 1Qy nG -1: ?.. .......... -- _ _ ._ .......... .............. 4; + _._._,. -- _ _- ... ....... tip: G. I I i FHA '• I • s ........m ............ ___i_.. 0A i I m x j II I i � I i ! � `t4 i I ` m i I I 1 L 1 a L11 i i z •- I E- iYl i ul s G ny jt W j a ! f I 0 RZ Iu t 'S I 1 i FTE t t � I , t t I I a 1 i E 1 IT, 1 i O " EX. WM EX. GAS ....•----------r w E.X. 01-IP ............................41- All --APPROXIMATE LOCATION OF EXISTING S" WA'EE=.R MAIN CONTRACTOR'TO VERIFY WITH CN- 4:) OF CL EAFib'VA7 EI'2 LI'i'ILI'1'!ES DEPARTMEN I' EXACT SIZE AND' LOCATION PRIOR TO START OF CONSTRUCTION. ORIGINAL RECENED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER U AJ . .�G• + .i. W II 1•� GRAPHIC ' 1 •• 20 10 0 21 SANITARY COLLECTION SYSTEM STRUCTURE SCHEDULE STRUCTURE TYPE OF RIM ELEV. INV. ELEV. NUMBER STRUCTURE (FT) (FT) SA -1 EXISITNG SERVICE STUB - - - -- 73.00 SA -2 NEW MANHOLE 77.50 73.75(S) 73.85 (W) SA -3 NEW MANHOLE 1 77.40 74.65 (E) SANITARY COLLECTION SYSTEM SEWER LINE SCHEDULE SEWER LOWER UPPER LENGTH SIZE & SLOPE LINE END END (FT) MATERIAL ( %) 1 SA -1 SA -2 184 8" PVC 0.40 2 SA -2 SA -3 199 8" PVC 0.40 UTILITY CONFLICT SCHEDULE CONFLICT NUMBER CONFLICT INV. ELEV. 4" & 6" PVC DR 14 FIRE 71.20 12 "x18" ERCP STORMWATER 73.20 2" DIP DOMESTIC WATER MAIN 72.20 8 DIP SANITARY SEWER 73.85 4" PVC DR 14 FIRE 71.50 12 "x18" ERCP STORMWATER 73.50 IMPORTANT NOTE TO CONTRACTOR UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH OWNER'S ENGINEER WITH COMPLETE "AS- BUILT" INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS -BUILT INFORMATION SHALL BE PRODUCED WITH AND UPON COMPLETION, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH DISKS OF ALL DRAWINGS, ONE SET OF REPRODUCIBLE PLANS, AND FIVE SETS OF PLANS. THE "AS- BUILT" INFORMATION SHALL CLEARLY AND ACCURATELY REPRESENT ALL CONSTRUCTED ITEMS INCLUDING, BUT NOT LIMITED TO: A. ELEVATIONS OF ALL STORM SEWER OUTFALL STRUCTURES AND SANITARY SEWER STRUCTURE BOTTOMS, TOPS, AND INVERTS. B. FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILITIES, CONDUITS, SLEEVES, ETC. C. LOCATIONS OF ALL STRUCTURES, PIPES, CONDUITS, SLEEVES, ETC. D. CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES. E. HORIZONTAL AND VERTICAL CONTROL OF ALL WATER MAIN FITTINGS AND APPURTENANCES, AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP OF WATER MAINS AT ALL CROSSINGS, AND A MINIMUM OF EVERY 200 LINEAL FEET OF PIPE. F. HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS, TOE OF SLOPES, ALL GRADE BREAKS, BUILDINGS, PONDS, DITCHES, LITTORAL ZONES, ETC. G. HORIZONTAL AND VERTICAL CONTROL ELEVATIONS OF ALL ELEMENTS OF SANITARY SEWER LIFT STATIONS INCLUDING TOP AND BOTTOM SLABS, INVERTS, ELEVATIONS AT WHICH THE FLOAT SWITCHES ENGAGE, ALL VALVES AND ASSOCIATED APPURTENANCES. t 1 NO ENGINEER'S CERTIFICATIONS CAN BE SUBMITTED TO OBTAIN A CERTIFICATE OF OCCUPANCY UNTIL THE "AS- BUILT" INFORMATION IS RECEIVED, REVIEWED, AND APPROVED O BY THE ENGINEER. THE CONTRACTOR SHALL ALLOW THE ENGINEER A MINIMUM OF FOUR WEEKS TO COMPLETE THE REVIEW OF THE "AS- BUILT" INFORMATION UPON RECEIPT, PRIOR TO SUBMITTAL TO APPLICABLE AGENCIES. WN11 rte-• LEGEND PROPOSED ®■ ■ ■ ■ ®■ ■ ■ ■ ® PROPERTY LINE EXISTING WATER EY, rru MAIN PROPOSED WM WATER MAIN rX SAr EXISTING SANITARY SEWER LINE PROPOSED SAN SANITARY SEWER LINE © STI PROPOSED STORM SEWER LINE 4b HUUKJ BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 z i RE U W Ly ti 0 °o 0 C) o m m m m p LLI m m m Z p V O Z Z LU Lu CD U m o ZD Y w 12 D U Q ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED C 6 IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 0 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER O " EX. WM EX. GAS ....•----------r w E.X. 01-IP ............................41- All --APPROXIMATE LOCATION OF EXISTING S" WA'EE=.R MAIN CONTRACTOR'TO VERIFY WITH CN- 4:) OF CL EAFib'VA7 EI'2 LI'i'ILI'1'!ES DEPARTMEN I' EXACT SIZE AND' LOCATION PRIOR TO START OF CONSTRUCTION. ORIGINAL RECENED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER U AJ . .�G• + .i. W II 1•� GRAPHIC ' 1 •• 20 10 0 21 SANITARY COLLECTION SYSTEM STRUCTURE SCHEDULE STRUCTURE TYPE OF RIM ELEV. INV. ELEV. NUMBER STRUCTURE (FT) (FT) SA -1 EXISITNG SERVICE STUB - - - -- 73.00 SA -2 NEW MANHOLE 77.50 73.75(S) 73.85 (W) SA -3 NEW MANHOLE 1 77.40 74.65 (E) SANITARY COLLECTION SYSTEM SEWER LINE SCHEDULE SEWER LOWER UPPER LENGTH SIZE & SLOPE LINE END END (FT) MATERIAL ( %) 1 SA -1 SA -2 184 8" PVC 0.40 2 SA -2 SA -3 199 8" PVC 0.40 UTILITY CONFLICT SCHEDULE CONFLICT NUMBER CONFLICT INV. ELEV. 4" & 6" PVC DR 14 FIRE 71.20 12 "x18" ERCP STORMWATER 73.20 2" DIP DOMESTIC WATER MAIN 72.20 8 DIP SANITARY SEWER 73.85 4" PVC DR 14 FIRE 71.50 12 "x18" ERCP STORMWATER 73.50 IMPORTANT NOTE TO CONTRACTOR UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH OWNER'S ENGINEER WITH COMPLETE "AS- BUILT" INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS -BUILT INFORMATION SHALL BE PRODUCED WITH AND UPON COMPLETION, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH DISKS OF ALL DRAWINGS, ONE SET OF REPRODUCIBLE PLANS, AND FIVE SETS OF PLANS. THE "AS- BUILT" INFORMATION SHALL CLEARLY AND ACCURATELY REPRESENT ALL CONSTRUCTED ITEMS INCLUDING, BUT NOT LIMITED TO: A. ELEVATIONS OF ALL STORM SEWER OUTFALL STRUCTURES AND SANITARY SEWER STRUCTURE BOTTOMS, TOPS, AND INVERTS. B. FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILITIES, CONDUITS, SLEEVES, ETC. C. LOCATIONS OF ALL STRUCTURES, PIPES, CONDUITS, SLEEVES, ETC. D. CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES. E. HORIZONTAL AND VERTICAL CONTROL OF ALL WATER MAIN FITTINGS AND APPURTENANCES, AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP OF WATER MAINS AT ALL CROSSINGS, AND A MINIMUM OF EVERY 200 LINEAL FEET OF PIPE. F. HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS, TOE OF SLOPES, ALL GRADE BREAKS, BUILDINGS, PONDS, DITCHES, LITTORAL ZONES, ETC. G. HORIZONTAL AND VERTICAL CONTROL ELEVATIONS OF ALL ELEMENTS OF SANITARY SEWER LIFT STATIONS INCLUDING TOP AND BOTTOM SLABS, INVERTS, ELEVATIONS AT WHICH THE FLOAT SWITCHES ENGAGE, ALL VALVES AND ASSOCIATED APPURTENANCES. t 1 NO ENGINEER'S CERTIFICATIONS CAN BE SUBMITTED TO OBTAIN A CERTIFICATE OF OCCUPANCY UNTIL THE "AS- BUILT" INFORMATION IS RECEIVED, REVIEWED, AND APPROVED O BY THE ENGINEER. THE CONTRACTOR SHALL ALLOW THE ENGINEER A MINIMUM OF FOUR WEEKS TO COMPLETE THE REVIEW OF THE "AS- BUILT" INFORMATION UPON RECEIPT, PRIOR TO SUBMITTAL TO APPLICABLE AGENCIES. WN11 rte-• LEGEND PROPOSED ®■ ■ ■ ■ ®■ ■ ■ ■ ® PROPERTY LINE EXISTING WATER EY, rru MAIN PROPOSED WM WATER MAIN rX SAr EXISTING SANITARY SEWER LINE PROPOSED SAN SANITARY SEWER LINE © STI PROPOSED STORM SEWER LINE 4b HUUKJ BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 z i RE U W Ly ti 0 °o 0 C) o m m m m p LLI m m m Z p V O Z Z LU Lu CD U m o ZD Y w 12 D U Q ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED C 6 IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 0 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER SANITARY COLLECTION SYSTEM SEWER LINE SCHEDULE SEWER LOWER UPPER LENGTH SIZE & SLOPE LINE END END (FT) MATERIAL ( %) 1 SA -1 SA -2 184 8" PVC 0.40 2 SA -2 SA -3 199 8" PVC 0.40 UTILITY CONFLICT SCHEDULE CONFLICT NUMBER CONFLICT INV. ELEV. 4" & 6" PVC DR 14 FIRE 71.20 12 "x18" ERCP STORMWATER 73.20 2" DIP DOMESTIC WATER MAIN 72.20 8 DIP SANITARY SEWER 73.85 4" PVC DR 14 FIRE 71.50 12 "x18" ERCP STORMWATER 73.50 IMPORTANT NOTE TO CONTRACTOR UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH OWNER'S ENGINEER WITH COMPLETE "AS- BUILT" INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS -BUILT INFORMATION SHALL BE PRODUCED WITH AND UPON COMPLETION, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH DISKS OF ALL DRAWINGS, ONE SET OF REPRODUCIBLE PLANS, AND FIVE SETS OF PLANS. THE "AS- BUILT" INFORMATION SHALL CLEARLY AND ACCURATELY REPRESENT ALL CONSTRUCTED ITEMS INCLUDING, BUT NOT LIMITED TO: A. ELEVATIONS OF ALL STORM SEWER OUTFALL STRUCTURES AND SANITARY SEWER STRUCTURE BOTTOMS, TOPS, AND INVERTS. B. FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILITIES, CONDUITS, SLEEVES, ETC. C. LOCATIONS OF ALL STRUCTURES, PIPES, CONDUITS, SLEEVES, ETC. D. CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES. E. HORIZONTAL AND VERTICAL CONTROL OF ALL WATER MAIN FITTINGS AND APPURTENANCES, AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP OF WATER MAINS AT ALL CROSSINGS, AND A MINIMUM OF EVERY 200 LINEAL FEET OF PIPE. F. HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS, TOE OF SLOPES, ALL GRADE BREAKS, BUILDINGS, PONDS, DITCHES, LITTORAL ZONES, ETC. G. HORIZONTAL AND VERTICAL CONTROL ELEVATIONS OF ALL ELEMENTS OF SANITARY SEWER LIFT STATIONS INCLUDING TOP AND BOTTOM SLABS, INVERTS, ELEVATIONS AT WHICH THE FLOAT SWITCHES ENGAGE, ALL VALVES AND ASSOCIATED APPURTENANCES. t 1 NO ENGINEER'S CERTIFICATIONS CAN BE SUBMITTED TO OBTAIN A CERTIFICATE OF OCCUPANCY UNTIL THE "AS- BUILT" INFORMATION IS RECEIVED, REVIEWED, AND APPROVED O BY THE ENGINEER. THE CONTRACTOR SHALL ALLOW THE ENGINEER A MINIMUM OF FOUR WEEKS TO COMPLETE THE REVIEW OF THE "AS- BUILT" INFORMATION UPON RECEIPT, PRIOR TO SUBMITTAL TO APPLICABLE AGENCIES. WN11 rte-• LEGEND PROPOSED ®■ ■ ■ ■ ®■ ■ ■ ■ ® PROPERTY LINE EXISTING WATER EY, rru MAIN PROPOSED WM WATER MAIN rX SAr EXISTING SANITARY SEWER LINE PROPOSED SAN SANITARY SEWER LINE © STI PROPOSED STORM SEWER LINE 4b HUUKJ BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 z i RE U W Ly ti 0 °o 0 C) o m m m m p LLI m m m Z p V O Z Z LU Lu CD U m o ZD Y w 12 D U Q ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED C 6 IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 0 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER UTILITY CONFLICT SCHEDULE CONFLICT NUMBER CONFLICT INV. ELEV. 4" & 6" PVC DR 14 FIRE 71.20 12 "x18" ERCP STORMWATER 73.20 2" DIP DOMESTIC WATER MAIN 72.20 8 DIP SANITARY SEWER 73.85 4" PVC DR 14 FIRE 71.50 12 "x18" ERCP STORMWATER 73.50 IMPORTANT NOTE TO CONTRACTOR UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH OWNER'S ENGINEER WITH COMPLETE "AS- BUILT" INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS -BUILT INFORMATION SHALL BE PRODUCED WITH AND UPON COMPLETION, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH DISKS OF ALL DRAWINGS, ONE SET OF REPRODUCIBLE PLANS, AND FIVE SETS OF PLANS. THE "AS- BUILT" INFORMATION SHALL CLEARLY AND ACCURATELY REPRESENT ALL CONSTRUCTED ITEMS INCLUDING, BUT NOT LIMITED TO: A. ELEVATIONS OF ALL STORM SEWER OUTFALL STRUCTURES AND SANITARY SEWER STRUCTURE BOTTOMS, TOPS, AND INVERTS. B. FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILITIES, CONDUITS, SLEEVES, ETC. C. LOCATIONS OF ALL STRUCTURES, PIPES, CONDUITS, SLEEVES, ETC. D. CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES. E. HORIZONTAL AND VERTICAL CONTROL OF ALL WATER MAIN FITTINGS AND APPURTENANCES, AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP OF WATER MAINS AT ALL CROSSINGS, AND A MINIMUM OF EVERY 200 LINEAL FEET OF PIPE. F. HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS, TOE OF SLOPES, ALL GRADE BREAKS, BUILDINGS, PONDS, DITCHES, LITTORAL ZONES, ETC. G. HORIZONTAL AND VERTICAL CONTROL ELEVATIONS OF ALL ELEMENTS OF SANITARY SEWER LIFT STATIONS INCLUDING TOP AND BOTTOM SLABS, INVERTS, ELEVATIONS AT WHICH THE FLOAT SWITCHES ENGAGE, ALL VALVES AND ASSOCIATED APPURTENANCES. t 1 NO ENGINEER'S CERTIFICATIONS CAN BE SUBMITTED TO OBTAIN A CERTIFICATE OF OCCUPANCY UNTIL THE "AS- BUILT" INFORMATION IS RECEIVED, REVIEWED, AND APPROVED O BY THE ENGINEER. THE CONTRACTOR SHALL ALLOW THE ENGINEER A MINIMUM OF FOUR WEEKS TO COMPLETE THE REVIEW OF THE "AS- BUILT" INFORMATION UPON RECEIPT, PRIOR TO SUBMITTAL TO APPLICABLE AGENCIES. WN11 rte-• LEGEND PROPOSED ®■ ■ ■ ■ ®■ ■ ■ ■ ® PROPERTY LINE EXISTING WATER EY, rru MAIN PROPOSED WM WATER MAIN rX SAr EXISTING SANITARY SEWER LINE PROPOSED SAN SANITARY SEWER LINE © STI PROPOSED STORM SEWER LINE 4b HUUKJ BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 z i RE U W Ly ti 0 °o 0 C) o m m m m p LLI m m m Z p V O Z Z LU Lu CD U m o ZD Y w 12 D U Q ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED C 6 IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 0 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER IMPORTANT NOTE TO CONTRACTOR UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL FURNISH OWNER'S ENGINEER WITH COMPLETE "AS- BUILT" INFORMATION CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS -BUILT INFORMATION SHALL BE PRODUCED WITH AND UPON COMPLETION, THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH DISKS OF ALL DRAWINGS, ONE SET OF REPRODUCIBLE PLANS, AND FIVE SETS OF PLANS. THE "AS- BUILT" INFORMATION SHALL CLEARLY AND ACCURATELY REPRESENT ALL CONSTRUCTED ITEMS INCLUDING, BUT NOT LIMITED TO: A. ELEVATIONS OF ALL STORM SEWER OUTFALL STRUCTURES AND SANITARY SEWER STRUCTURE BOTTOMS, TOPS, AND INVERTS. B. FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILITIES, CONDUITS, SLEEVES, ETC. C. LOCATIONS OF ALL STRUCTURES, PIPES, CONDUITS, SLEEVES, ETC. D. CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES. E. HORIZONTAL AND VERTICAL CONTROL OF ALL WATER MAIN FITTINGS AND APPURTENANCES, AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP OF WATER MAINS AT ALL CROSSINGS, AND A MINIMUM OF EVERY 200 LINEAL FEET OF PIPE. F. HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS, TOE OF SLOPES, ALL GRADE BREAKS, BUILDINGS, PONDS, DITCHES, LITTORAL ZONES, ETC. G. HORIZONTAL AND VERTICAL CONTROL ELEVATIONS OF ALL ELEMENTS OF SANITARY SEWER LIFT STATIONS INCLUDING TOP AND BOTTOM SLABS, INVERTS, ELEVATIONS AT WHICH THE FLOAT SWITCHES ENGAGE, ALL VALVES AND ASSOCIATED APPURTENANCES. t 1 NO ENGINEER'S CERTIFICATIONS CAN BE SUBMITTED TO OBTAIN A CERTIFICATE OF OCCUPANCY UNTIL THE "AS- BUILT" INFORMATION IS RECEIVED, REVIEWED, AND APPROVED O BY THE ENGINEER. THE CONTRACTOR SHALL ALLOW THE ENGINEER A MINIMUM OF FOUR WEEKS TO COMPLETE THE REVIEW OF THE "AS- BUILT" INFORMATION UPON RECEIPT, PRIOR TO SUBMITTAL TO APPLICABLE AGENCIES. WN11 rte-• LEGEND PROPOSED ®■ ■ ■ ■ ®■ ■ ■ ■ ® PROPERTY LINE EXISTING WATER EY, rru MAIN PROPOSED WM WATER MAIN rX SAr EXISTING SANITARY SEWER LINE PROPOSED SAN SANITARY SEWER LINE © STI PROPOSED STORM SEWER LINE 4b HUUKJ BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 z i RE U W Ly ti 0 °o 0 C) o m m m m p LLI m m m Z p V O Z Z LU Lu CD U m o ZD Y w 12 D U Q ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED C 6 IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 0 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED C 6 IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 0 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER DRIVE -THRU « ,;�.) v {: {- � ��ic _ - n4,; {..� � 1�4�+ - 2° PVC SDR 21 �` � - WINDOW cr' .T. :LF � 9 :.: :' :) �f.9 �� DOMESTIC WATER 1 Vii'. 152 LF ± 4" PVC 3 _ t. ;' f t',v "� %� ,�� :�' .� SERVICE. «� p SDR 14 FIRE ^�'�h' ^� � 1 36" MIN. COVER, 36 MIN. COVER . 8.30 9 z 78.35 n D '' <� ..• '!f-'` ° `w ,, .d'a ` •� �. ':s .LS t ,G^� ` ? '� `!I} •� ,fi` e °a t ,A ` i� ♦ 'Fa` a rr `l , f`�/ a, { {•;= ` i5 v" ' { f'[, \ ` • ''G° ° • 7 "! 0 8 . Tt O All IN t l) .Ce O .A S .G°s _ '<�_°. ..; Li '!,_0 _ . i9 v C� !® :a _ Cm ❑ C� 00 ,A, \ ^.' t 9 �a f® 0 ' 7 '4 V 1 / 7) / C� .. 3 V {.. r^. r� e r° e° e. r� c� ca e. �° rr° c° e. �° A' �` {` ca c. n Ga �a n [a . D • rr « •:r • _ •�• :. v_• •�' _rr « rr , _ e� , « v _ �r « e� • _ �r :,. �'_• •z „a• _ cr , _ rr , « •a• _ ro• _ •�• • _ �r :. v -• rz x> « •� t _ •� , « v _ v « �r • _ w• :. wr_• •<r ±�• ' _ •a' , _ sr +�• _ �r Q '`)) • ' 9 9 9 D ... 9_ f, 9.., `, R. 9 j p r D ' D 9 f ({ 9_ f, D .. `� R f .,9 9 9 - r D �/ {� r 9 _ D r, D `f R, ` _9 `pD {� /� 9 f 9 D f 9 f - 9 ... ! V. 50 ` (i�30� N ` E ` i. - -3 ` ' t® ` Cs ` ' gy '� � ` 3°w ,� ' Ca ` ' Cs m'/ 8.`��/ � i� � � � � � � t� C� 7(J.�SJ .t\ � \ �... \ . �' , ' 70m, � L. v_ 76.65 � . 77.60 78.00 °� � �' °- � � 76` 7 ' ° 780, D „` 78.30 -' , 78.30 - �', 78.30 `.p �, «° ° 78.30 ' 9 78.30 , `' `'a �W �_n �• • ` ,, 'Ca '^ ,, ,, .�a � t ' t � .0 t t t t 'C° ,� ' ,� ,� t .G� 'a , t � '� ,� 4 � 'R:° � \ t ° _ A i D f { D �, D D - D - D D .. ` R. f. D f D Z, 9 rf D D 9 D ., r f P f, D r 9 ' D D„ R, D i D , 9 r f f r« r r« f 0 Z l 1 � rym� I I (� /] (I I _ _ , ' I I I I , 9 D D _. 9 D., R. 9 ° 77.70 1 S4 LF �" PvC 76.50 8 30 b 0 is `u` L L tr N s L L& f` N C7.L N I LR Gh '\ ' i. Qo �.. 7i3® �.. 7$, 208( SDR 26 @ +_0.4% 77.80 77.90 78.10 78x35 78.30 78.00 77.90 .00 r, N .�• .. „� FDIC 77.55 '��' FIRE ,. -�,- �� 78.10 78.05 77.65 7.55 FIRE FIRE FIRE FtRE FIRE 1\ ` > C� g r 129 LF t 4" PVC DR 14 FIRE, 7 LF 6" PVC ._ I_ } 2 " METER & BFP {ESTIMATED 77.50 77.35 36" MIN. COVER DR '14 FIRE � AVERAGE WATER FLOW SAMPLING POINT, %� 36" MIN. COVER CONSUMPTION = 1,850 GPD) 17.40 77.95 FLUSH THRQUGH 116 LF + 4" PVC 6" -90° BEND FIRE HY •' , T r l.} E r•y . DR 14 FIRE 30 LF ± 6" PVC . ASSIfw 13 LF _ 2 PVC SDR 21 { :{ }: DOMESTIC WATER SERVICE 36 MIN. COVER DR 14 FIRE :: C� 36" MIN. COVER 77. �:F� 77.55 36" MIN. COVER 1 0, .�, r. 77.55 , 9 :F7 78. ' ' 78!05 �'�)� � • I �,' 78.00 % < �\r:,����\ :l{ % 6.00 FHA E'\ :•�> <<, 78.1 (� )C' \t cJ� ' l� �c> 78.30 {. .w :��\, �,� ,V _,, } �, � 77.80 78.35 :l 77.90 7!80 ' % } _ -LD -p -p _fY _ {_ _J> .p _A" _1) ' f3 t _fS -!3 76x50 `�' ! �rF,}�... ELI v . R �`� .. 74.00 SI ... _ ,' 1 c 75.00 0 6.0 ;�. 76.00 ' , 76 00 EXISTING 76.00 76.00 �,' ► �, ,,, � 76.00 -_._......._ � J � -f -- � - +- 6.00 r VIA 5/8 IRRIGATION :> 6 "x4" TEE �; ,t�',`� �. {� c `�) SANITARY SEWER TWO -WAY =7� :•,��lr� }' 5.2Q` METER & BFP �' 6" G.V. > ti,' G.),,... �,��" G.V. � ' s J' = c.o.o CLEAN UT IE 05 x l EX. 1NM •:�. EX. WCv EX. UJE 's Lam. 1N�A� EAek l" M EX \ ✓ C\ht�\ L 5.30 , •�r, \ � \��\��� FY j ,� 1 ��Ct\\ EX. S4N E C.\SO I a\\ j EX. SAN EX, SARI, EX.:�AN � E / �� r r r D r D r D r p > R_ 9 , -� u . D Y� `ti � lr< .D � °° .. °..n .. 1 - _. -_ - _ .................. _ . X. SAN � X S1 N \\\\� \\\�\\ "\ \ \\ \\\\\� SA \\\ 1. / , g < _- 6.3 7�5 6 I _....__......_.., 1k - - --...__ -. . t t> ------- - - -- ------ - - - - -- ------ - - - - -- ---- •- ------ ............. ......_ _ _ _- - f -- - -- - _ - ___ _ - {- _._ ... -° -- ............, ✓ _ - _ _ - - - <r,� -� rj , v' _. -_. , ___ \ EXISTING SANITARY SEiJER _.,_......_ % EXISTING SANITARY SEWER c� SIGN , EXISTING SANITARY S`EER1'J SERVICE STUB LOCATED 1 ........... . . . ._. `.aAN1J'A[�'Y ';,�ANHr- }._I-: ��. 6" TAP &VALVE TO BE '1�� SERVICE STUB LOCATED SERVICE STUB LC ATED APPROXIMATELY 209' EAST OF �tx RIM ::::: N/A i i_IN ; :IF, X1 1= :WAI.I� APP- . OXIMATELY 64' EAST OF APPROXIMATELY 120 EAST OF \. -. CONSTRUCTED BY CITY OF - r.� r MANHOLE ON MERCURY AVENUE. I i�� `J f:.. = /1...,. % <,�' �•).') MANHOLE. !r-.�� IVIAIHOLE. INV. EL.- 73.00 °. �`' _ _ - CLEARWATER = „ I'`V ���� �'1) (CHLORINE INJECTION POINT) I- -}_ (INF� �RK4AT t�N TAKEN 2" TAP & VALVE TO BE CONNECT TO EXISTING SANITARY SEWER SERVICE STUB. F =� .� {:' Iv9 f;; I -I - -1' ( :) I - ("'t ... F::: A 1=� tni A]" F: F� CONSTRUCTED BY CITY OF IE= ±73.00 (CONTRACTOR TO FIELD VERIFY EXACT SIZE AND SANITARY ATLAS 28913) ;x �c� CLEARWATER `�} LOCATION PRIOR TO START OF CONSTRUCTION). CONTACT CITY (CFWbRINE INJECTION POINT) �) OF CLEARWATER UTILITIES DEPARTMENT FOR INSPEE ,ION TWO -4- f +- _f.. , (2) DAYS PRIOR TO WORK. {_!` tx C' O - ... _ ....) - ...... ............. .� - -... .... -- � � -_ -- � , _...._ _...__ ....._.. . .. ............. * *-.....__._ I ........ ..--- ........ ............. ......... --- _.,._. -_ - -- ... - - ... ...... r > >_ _ _..._...... ------ ....... ------ .... - -- ............ 1 _.. _..__ _ - .- - -- _,..._ r_... _....._ _ ......_ .... - - _ ......._ ----- ------ - - - - -- - - _ nCr7 _livN - .- _ .. ...........- - -- - __ -- - - --- -- _- ,_.......................... � ✓ { -- - - - - -_ - ...... ............. ............. ......- r�J i' - ......... .....'•--------------- .....___� __.........._.--------- • - -- .. ................................................................................... ............................... y, .. ....- ..--- -.. .......--- ...........� - ;� C` A..�NIIn....l PAVI : :'MI : :::NT 100' RIi 1 T OF WAY GULF TO BAY BOULEVARa ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER i i I t 1V ._! ( (YI Li. `"� X �\ «, �.� 7.0 U) I ,y .c) I S 4GRAF�HIC SCALE 1" =10' 20 10 5 0 M j 1 � rn }C I i l t C) I `L U) Z w Q O F. 10 0 Lu W � 0 O p O O m m m m m z m m w a U 0 Z 11J n Z 0 _ L LU EL a 0 0 5 Q It STIIG G N /v \\ r M EX. WM \\I EX. WM EX. WM l• r .. APPROXIMATE LOCATION OF EXISTING 8" WATER MAID. CONTRACTOR. TO VERIFY WITH CITYI�D OF CLEARWATER UTILITIES DEPARTMENT EXACT SIZE AND { LOCATION PRIOR TO START OF CONSTRUCTION. 1 LEGEND PROPOSED ®■ ■ ■ ■ ®■ ■ ■ ■ ® PROPERTY LINE EXISTING WATER Ex W-10 MAIN WM PROPOSED WATER MAIN WKWAMOMMMUMMEM EX SAN EXISTING SANITARY SEWER LINE PROPOSED SA" SANITARY SEWER LINE PROPOSED STORM �sT •..,, :.. sr SEWER LINE 1+0 muuNb BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 © COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 0 0 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER TOP OF WEIR SLOT EL. +74.75' BOTTOM OF WEIR SLOT EL. +74.25' BOTTOM OF GREASE SKIMMER EL. +73.75' TOP OF CONTROL STRUCTURE EL. +75.50' BOTTOM OF CONTROL STRUCTURE EL. +71.00' (2 12' X 18" ERCP. INV. EL. +71.50' ISOMETRIC VIEW N.T.S. ST -8 CONTROL STRUCTURE (MODIFIED FDOT TYPE "C" INLET) 3'- 1/8" J STRAIGHT BARS 2" X 1/4" RETICULINE BARS 1 1/4" X 3/16" BANDS 2" X 1/4" APPROX. WEIGHT 104 LBS CV FDOT RETICULINE STEEL GRATE N.T.S. ASPHALTIC CONCRETE STRUCTURAL COURSE N.T.S. NOTES: HOT DIPPED GALVANIZED HS -20 ASPHALT LOADING STEEL GRATE w - :- `- C 2"1 1,d : 6" PRECAST 8" CIPL w SECTION 204 COMPACTED TO 98% OF MAXIMUM DENSITY PER N REFER TO FDOT 1 4,000 PSI MINIMUM 04 MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180 INDEX 201 FOR EYE COMPRESSIVE WALL REINFORCING r • BOLT AND CHAIN i STRENGTH AT 28 DAYS 3 X 4 W3.1 / W4.1 WWF 65 K.S.I. C ° r° 2'-0"X3'-1" d C ANCHORS (AS PER F.D.O.T. INDEX 201) i BOTTOM SLAB REINFORCING 00 (0 d ° j- - . a ;• a � _. . # 4 BARS AT 12" ON CENTERS ° ° BOTH WAYS CIPL PRECAST (REFER TO FDOT DESIGN STANDARDS INDEX NO. 232) NOTES: X 1. CUT PIPE FLUSH WITH INSIDE d FACE OF INLET WALL. 2. GROUT BOTTOM OF INLET TO 2'-0"x3'-111 MATCH INVERT OF OUTFALL PIPE. MINIMUM COMPRESSIVE FDOT TYPE "C" INLET N.T.S. ASPHALTIC CONCRETE STRUCTURAL COURSE EXPANSION JOINT 8„ 6" FINISH GRADE 1" BELOW EDGE OF SIDEWALK ° zo ASPHALTIC CONCRETE / \ \ / \ \ / \ \ / \\ ° d e f STRUCTURAL COURSE COMPACTED BASE ,d STABILIZED '' : '•, f SUBGRADE 6" COMPACTED d SUBGRADE L ° NOTES: 1. WHEN REMOVING EXISTING SIDEWALK, THE SIDEWALK SHALL BE REMOVED AT THE NEAREST EXPANSION JOINT. 2. PROVIDE 1/4" CONTROL JOINTS AT 4' ON CENTERS FOR 4' SIDEWALKS AND AT 5' ON CENTERS FOR 5' OR WIDER SIDEWALKS. 3. PROVIDE 1/2" BITUMINOUS EXPANSION JOINTS AT 40' ON CENTERS FOR 4' SIDEWALKS AND AT 50' ON CENTERS FOR 5' OR WIDER SIDEWALKS. 4. CONCRETE SHALL BE 3,500 PSI. FDOT TYPE 'D' CONCRETE CURB AND SIDEWALK N.T.S. I .. SUBGRADE NOTES: Y ASPHALT 1 1/2" TYPE S -III ASPHALTIC CONCRETE STRUCTURAL COURSE BASE 6" LIMEROCK (LBR 100) OR CRUSHED PORTLAND CEMENT CONCRETE FROM FDOT APPROVED SOURCES AND MEETING ALL DESIGN STANDARDS THE REQUIREMENTS OF FDOT STANDARD SPECIFICATIONS 6" SECTION 204 COMPACTED TO 98% OF MAXIMUM DENSITY PER N ASTM D1557 / AASHTO T -180 SUBGRADE 12" STABILIZED SUBGRADE (LBR 40) COMPACTED TO 98 % OF 04 MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180 FLEXIBLE PAVEMENT SECTION N.T.S. EXPANSION JOINT 8„ 6" FINISH GRADE 1" BELOW EDGE OF SIDEWALK ° zo ASPHALTIC CONCRETE / \ \ / \ \ / \ \ / \\ ° d e f STRUCTURAL COURSE COMPACTED BASE ,d STABILIZED '' : '•, f SUBGRADE 6" COMPACTED d SUBGRADE L ° NOTES: 1. WHEN REMOVING EXISTING SIDEWALK, THE SIDEWALK SHALL BE REMOVED AT THE NEAREST EXPANSION JOINT. 2. PROVIDE 1/4" CONTROL JOINTS AT 4' ON CENTERS FOR 4' SIDEWALKS AND AT 5' ON CENTERS FOR 5' OR WIDER SIDEWALKS. 3. PROVIDE 1/2" BITUMINOUS EXPANSION JOINTS AT 40' ON CENTERS FOR 4' SIDEWALKS AND AT 50' ON CENTERS FOR 5' OR WIDER SIDEWALKS. 4. CONCRETE SHALL BE 3,500 PSI. FDOT TYPE 'D' CONCRETE CURB AND SIDEWALK N.T.S. I 4' -5" � Y STEEL SKIMMER ¢ 3" BOLTED (REFER TO FDOT CONNECTION DESIGN STANDARDS 6" .� N INDEX NO. 240) 04 O .= 00 IJ_ WALL REINFORCING 6 EXPANSION C d; WEIR° •' d C ANCHORS 8" REINFORCED MASONRY (AS PER F.D.O.T. INDEX 201) a d BLOCK FILLED WITH X I X CONCRETE. (4,000 PSI d 2'-0"x3'-111 MINIMUM COMPRESSIVE COMPRESSIVE A I I STRENGTH AT 28 DAYS) STRENGTH AT 28 DAYS I X I L M WALL REINFORCING BOTTOM SLAB REINFORCING _ / \ CIPL 5 a" # 4 BARS AT 12" ON # 4 BARS AT 12" ON �, - CENTERS CENTERS BOTH WAYS PRECAST 3 4„ / ° 6 REINFORCING \ d' Qo0 CO d•• . � BOTH WAYS a_v~i VU 12 "X18" ERCP LU <-.1 INV EL. = +71.50' a (REFER TO FDOT DESIGN STANDARDS INDEX NO. 232) ST -8 CONTROL STRUCTURE HOT DIPPED GALVANIZED STEEL GRATE (HS -20 TRAFFIC LOADING) GRATE EL. _ +75.50' in p ' d d' 00 <O p d d 'BOTTOM EL. _ +71.00' CIPL PRECAST SECTION B -B N.T.S. EL = +74.75' EL = +74.25' A Id d a d' • a v v p .4 WEIR d a (31 ") °. AV SECTION C -C N.T.S. ST -8 CONTROL STRUCTURE 6" d° ° 5" CONCRETE ° A .. ° . °a d ° ° d d d° d d 12" S UBGRADE NOTES: CONCRETE 5" THICK PORTLAND CEMENT CONCRETE SURFACE COURSE (FC' =4,000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS) MAXIMUM SPACING BETWEEN JOINTS SHALL BE 10 FEET MINIMUM CONTRACTION JOINT DEPTH SHALL BE ONE -FORTH (1/4) OF THE PAVEMENT THICKNESS CONCRETE SHALL BE PLACED BY AN ACI CERTIFIED CONTRACTOR SUBGRADE 12" STABILIZED SUBGRADE (LBR 40) COMPACTED TO 98 % OF MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180 RIGID PAVEMENT SECTION N.T.S. 8" FINISH GRADE FLUSH 6 TO TOP OF CURB pry I b ASPHALTIC CONCRETE ° Q f STRUCTURAL COURSE ° d' p COMPACTED BASE ,d STABILIZED SUBGRADE NOTES: 1. WHEN REMOVING EXISTING CURB, THE CURB SHALL BE SAW -CUT AT THE NEAREST EXPANSION JOINT. 2. INSTALL EXPANSION JOINTS AT 50' INTERVALS AND CONTROL JOINTS AT 10' INTERVALS. 3. CONCRETE SHALL BE 3,500 PSI. FDOT'TYPE D' CONCRETE CURB N.T.S. STEEL SKIMMER - THREE SIDED, OPEN ON TOP AND SKIMMER TOP HOT DIPPED GALVANIZED HS -20 BOTTOM. (REFER TO FDOT EL. _ +75.50' LOADING STEEL GRATE DESIGN STANDARDS INDEX - - NO. 240) WEIR TOP 15 1/2" 4 SPACE EL. = +74.75' S" WEIR BOTTOM d° 6" MIN. SLOPE BEYOND EL. _•7�2' SKIMMER BOTTOM a/ 12 "X18" ERCP E� Q 2'- 0" ° •. INV EL. _ +71.50' EL. _ +73.00' ° 1. d 8 BOTTOM EL. _ +71.00' CIPL PRECAST SECTION A -A N.T.S. ST -8 CONTROL STRUCTURE EL. _ +76.00' PRECAST CAST IN PLACE # 4 BARS 6" ON CAST IRON FRAME & COVER CENTERS (HS -20 TRAFFIC LOADING) - - BOTH WAYS > °_'d 7. - - co ;¢ . .. 6„ 8" REINFORCED MASONRY WALL REINFORCING h BLOCK FILLED WITH 3 X 4 W3.1 / W4.1 WWF 65 K.S.I. CONCRETE. (4,000 PSI 2'- 0 "x3' -1" (AS PER F.D.O.T. INDEX 201) •h MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS) 4,000 PSI MINIMUM f COMPRESSIVE h° / ° WALL REINFORCING STRENGTH AT 28 DAYS r \� # 4 BAR SAT 12" ON BOTTOM SLAB REINFORCING / � / ) 6„ # 4 BARS AT 12" ON CENTERS I \� / BOTTOM SLAB REINFORCING BOTH WAYS _ # 4 BARS AT 12" ON �� ° �� CENTERS BOTH WAYS 4,000 PSI MINIMUM T�EI�• COMPRESSIVE nPellar STRENGTH AT 28 DAYS %� STORM NON- PENETRATING PICK HOLE NOTES: MACHINED 1. TYPE I FRAME USED WHEN DIAMETER OF LARGEST SURFACE rPE n E y APPROXIMATE WEIGHT LBS PIPE IN STRUCTURE IS 24" OR LESS. RING AND TYPEI TYPE II T'} FRAME 240 239 COVER TO BE U.S. FOUNDRY CAT. #485 -G OR EQUAL. I COVER 130 260 2. TYPE II FRAME USED WHEN DIAMETER OF f 1 TOTAL 370 499 LARGEST PIPE IN STRUCTURE IS 27" OR MORE. RING AND COVER TO L. E U.S. FOUNDRY CAT. #655 -U OR FRAME DETAIL COVER DETAIL EQUAL. 3. FRAME SURFACES IN CONTACT WITH COVER SHALL BE MACHINED SMOOTH. 4. COVER SHALL BE CENTERED IN CONFLICT BOX. N.T.S. STANDARD SHOULDER LINE 6" f \� % I "' ST v i� •P d v ed 4 3' -6" �� .4 ° FDOT CONCRETE SHOULDER GUTTER N.T.S. 2' -0" TOP OF CURB A d d b EDGE OF PAVEMENT FDOT'TYPE D' CONCRETE CURB END N.T.S. J J_ LL Y (HS -20 TRAFFIC m 11-0.1 O.D. 1' -0" z 2 # 4 BARS CONTINUOUS 6" .� 04 WALL REINFORCING 3 X 4 W3.1 / W4.1 WWF 65 K.S.I. 8" REINFORCED MASONRY (AS PER F.D.O.T. INDEX 201) BLOCK FILLED WITH CONCRETE. (4,000 PSI 4,000 PSI MINIMUM 2'-0"x3'-111 MINIMUM COMPRESSIVE COMPRESSIVE D. /8 (6" MIN) (O.D = OUTSIDE DIAMETER OF PIPE) NOTES: 1. PIPE BEDDING SHALL EXTEND TO UNDISTURBED EARTH AT SIDES AND BOTTOM OF THE TRENCH. 2. SAND PIPE BEDDING SHALL BE PLACED AND COMPACTED TO 98 % OF MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180 3. PIPE BEDDING MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN SIX (6) INCHES THICK LAYERS UP TO A LEVEL OF AT LEAST ONE (1) FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, PIPE BEDDING SHALL BE COMPACTED TO 98% MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180 (MODIFIED PROCTOR TEST). PIPE BEDDING N.T.S. 18 OZ. NYLON REINFORCED P.V.C. FABRIC (300 P.S.I. TEST) FABRIC SHALL BE IN CONFORMANCE WITH SEC. 985 F.D.O.T. STANDARD SPECIFICATIONS POST (OPTIONS: 2 "X4" OR 2 -1/2" MIN. DIA. WOOD; STEEL 1.33 LB /FT MIN.) ........ ......... ............. .. 20° PRINCIPAL POST ...... ¢ POSITION, CANTED :.:....:...:.:...:::'1 ] ::: :'::::::::::....1 I :::': ' :' 20° TOWARDS FLOW i ..:.:.:.:.:.:.:.:.:.:.:.:.:.:.. .'...'.'.'..'...1.1....:.:..... O w > FILTER FABRIC :...:: :::::::: I...:.:..:.:.:.:.:.:.:.:.:.::.:. :.:.:.:.:..:...:..:1:1:':':':': af O FLOW EXISTING GRADE j / \ \ / \ \ / \ \ / \ \/ / \ \ / \ \ / \\ / \ \ / \ \�� - \ //\ // \/ / \//\// \//\//\� %i�� /i�� / 6' MAX. OPTIONAL POST POSITION NOTES: 1. REFER TO LATEST EDITION OF F.D.O.T. "ROADWAY AND TRAFFIC DESIGN STANDARDS" INDEX NO. 103 FOR ADDITIONAL DETAILS AND SPECIFICATIONS. 2. SILT FENCE SHALL NOT BE TRENCHED IN AREAS ADJACENT TO TREES DESIGNATED TO REMAIN. 3. SILT FENCE MUST BE SECURED BY PLACEMENT OF FILL OVER THE LOWER LIP OF FABRIC. EROSION / SEDIMENTATION CONTROL DEVICE N.T.S. PRECAST WITH OPEN BOTTOM CAST IN PLACE DRYWELL BOX N.T.S. 6" V -6" rF'- �Q` o •' 7-II/Std. 4 6" Min." ' d 8" 2' -0" FDOT'TYPE F' CONCRETE CURB N.T.S. SLOPE FIT DRIVEWAY 10" V -2" �d r a "x <4 :1- . : m <a '. e • e 7 2 Std. AT' v • d G I 21-0 , FDOT DROP CONCRETE CURB N.T.S. PATCH NEW ASPHALTIC PAVEMENT BASE ° 12' 24" TRENCH 24" 12„ BACKF I LL' EXISTING BASE VARIES NOTES: 1. EXISTING ASPHALTIC CONCRETE STRUCTURAL COURSE SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED. 2. THICKNESS OF NEW STRUCTURAL COURSE SHALL BE CONSISTENT WITH EXISTING STRUCTURAL COURSE (3" MINIMUM). NEW STRUCTURAL COURSE SHALL CONSIST OF TYPE S -I ASPHALTIC CONCRETE PLACED IN 1" LIFTS. 3. NEW BASE SHALL BE 1.5 TIMES THE EXISTING BASE (9" MINIMUM). NEW BASE SHALL CONSIST OF LIMEROCK (LBR 100) PLACED IN 6" LIFTS AND COMPACTED TO 98 % OF MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180, 4. TRENCH BACKFILL SHALL BE PLACED IN 12" LIFTS AND COMPACTED TO 98 % OF MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180. REPAIR OF RIGHT -OF -WAY PAVEMENT CUTS N.T.S. BALED HAY & STRAW LOCATIONS SHALL BE BASED ON ACTUAL SITE CONDITIONS AND /OR AS DIRECTED BY OWNER OR OWNERS ENGINEER-\ 2 "x 2 "x 4' WOOD STAKES �- STAKED SILT FENCE F.D.O.T. TYPE III INDEX NO. 102 EXISTING GRADE (REFER TO FDOT DESIGN STANDARDS INDEX NO. 102) HAY BALE AND SILT FENCE DETAIL PRECAST I CAST IN PLACE I # 4 BARS 6" ON CENTERS CAST IRON FRAME & COVER BOTH WAYS (HS -20 TRAFFIC LOADING) :6„ a� :• 7.8 ".REINFORCED MASONRY BLOCK FILLED WITH WALL REINFORCING 1 CONCRETE. (4,000 PSI 3 X 4 W3.1 / W4.1 WWF 65 K.S.I. MINIMUM COMPRESSIVE (AS PER F.D.O.T. INDEX 201) STRENGTH AT 28 DAYS) 4,000 PSI MINIMUM r 2'- 0 "x3' -1" WALL REINFORCING COMPRESSIVE # 4 BARS AT 12" ON STRENGTH AT 28 DAYS fa / \ CENTERS 20' MIN. / 6 CONFLICTING UTILITY d - • v co PIPE. (D.I.P. SHALL BE USED FOR A MINIMUM BOTTOM SLAB 4,000 PSI MINIMUM OF 20' FROM EACH REINFORCING COMPRESSIVE EXTERIOR FACE OF # 4 BARS AT 12" STRENGTH AT 28 CONFLICT BOX WALL) nPE 11 az• ° ° ° °° ON CENTERS DAYS e BOTH WAYS NON - PENETRATING NOTES: PICK HOLE MACHINED 1. TYPE I FRAME USED WHEN DIAMETER OF LARGEST SURFACE E'�'l' APPROXIMATE WEIGHT LBS PIPE IN STRUCTURE IS 24" OR LESS. RING AND COVER TypE, y FE II ,-VC TYPE I I TYPE II TO BE U.S. FOUNDRY CAT. #485 -G OR EQUAL. FRAME 240 230 2• TYPE II FRAME USED WHEN DIAMETER OF E' I T COVER 130 1 269 LARGEST PIPE IN STRUCTURE IS 27" OR MORE. RING TOTAI 1 3- 1 490 AND COVER TO BE U.S. FOUNDRY CAT. #655 -U OR FRAME DETAIL COVER DETAIL EQUAL. 3. FRAME SURFACES IN CONTACT WITH COVER SHALL BE MACHINED SMOOTH. 4. COVER SHALL BE CENTERED IN CONFLICT BOX. N.T.S. 1 CtVtLtU UH HUUNU GURNLRS 001451RUGTION JOII N_ W J 1 IT PERMITTED REINFORCED WITH WWF 6 X 6 - WIA X WIA A = 2.44' R =14" TOP VIEW C =6.19' S =2311 E =3.70' z'SOO F = 6.00' G = 1.90' StoPE A H = 2.30' M = 5.38' 3•} a N =1.23' 4:1 ory 1 CONCRETE CONNECTOR PIPE SADDLE Z NOT LESS to 2' THAN R No 4 BAR tD NO PIPE JOINT PERMITTED UNLESS 6" APPROVED BY THE ENGINEER 6" 3' T SOD PAID FOR AS H E PIPECULVERT ,.,,.,. -..,, ...- ....• . •.. -... •.•.. -.. •...._ SECTION (REFER TO FDOT DESIGN STANDARDS INDEX NO. 273) FDOT FDOT MITERED END SECTION FOR ERCP N.T.S. SAW -CUT EXISTING NEW PAVEMENT PAVEMENT 1' INSIDE FROM EDGE OF PAVEMENT 2 EDGE OF EXISTING PAVEMENT ASPHALTIC CONCRETE EXISTING SURFACE STRUCTURAL COURSE EXISTING BASE ° ° COMPACTED BASE ° :: •' STABILIZED SUBBASE TRANSITION AT EXISTING ASPHALTIC PAVEMENT N.T.S. z O z O u) > W 6 z U Lu Lu r` 0 o ti rr_ coo C7 U' U' C7 0 o m m m m 6 w m m m z o U 0 LU m Lu > ui C U w O =) cn Lu a d S2 CO) Q V J_ `< 1 W W 0 Z Lu Q O1..1.. V J U >M V w c� J JQ Imo Wm LL z p[ ° w O L Q U ?,> �� �-- W Q z Lu w M _I mU5 0�N0 U a �O 0 to Z Z A A w � r w W w W NN Z Z c` i " " U' W (D N 1- LL. z Z z° J W Q o U F N �, _ _ - w 'r \ CD O V U 0 Z W uj Z Z toJ U cp I M � ch Z m - a a Z Z � � J a) ca U mC3 Z a) CD U _I ©COPYRIGHT 2007 ORIGINAL RECEIVED THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. AUG 13 tp PLANNING DEPARTMENT cinr of cLEARwAr�R 58626 BRAULIO GRAJALES � FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER HOT DIPPED GALVANIZED STEEL GRATE (HS -20 TRAFFIC LOADING) 2 # 4 BARS CONTINUOUS 6" .� 04 WALL REINFORCING 3 X 4 W3.1 / W4.1 WWF 65 K.S.I. 8" REINFORCED MASONRY (AS PER F.D.O.T. INDEX 201) BLOCK FILLED WITH CONCRETE. (4,000 PSI 4,000 PSI MINIMUM 2'-0"x3'-111 MINIMUM COMPRESSIVE COMPRESSIVE STRENGTH AT 28 DAYS) STRENGTH AT 28 DAYS WALL REINFORCING BOTTOM SLAB REINFORCING _ / \ # 4 BARS AT 12" ON # 4 BARS AT 12" ON �, - CENTERS CENTERS BOTH WAYS / 6 REINFORCING \ #O BARS AFB ON CENTERS i .4 r g� v . � BOTH WAYS 4,000 PSI MINIMUM #57 GRANITE COMPRESSIVE ° STRENGTH AT 28 DAYS 20" I I 20" DRYWELL BOX N.T.S. 6" V -6" rF'- �Q` o •' 7-II/Std. 4 6" Min." ' d 8" 2' -0" FDOT'TYPE F' CONCRETE CURB N.T.S. SLOPE FIT DRIVEWAY 10" V -2" �d r a "x <4 :1- . : m <a '. e • e 7 2 Std. AT' v • d G I 21-0 , FDOT DROP CONCRETE CURB N.T.S. PATCH NEW ASPHALTIC PAVEMENT BASE ° 12' 24" TRENCH 24" 12„ BACKF I LL' EXISTING BASE VARIES NOTES: 1. EXISTING ASPHALTIC CONCRETE STRUCTURAL COURSE SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED. 2. THICKNESS OF NEW STRUCTURAL COURSE SHALL BE CONSISTENT WITH EXISTING STRUCTURAL COURSE (3" MINIMUM). NEW STRUCTURAL COURSE SHALL CONSIST OF TYPE S -I ASPHALTIC CONCRETE PLACED IN 1" LIFTS. 3. NEW BASE SHALL BE 1.5 TIMES THE EXISTING BASE (9" MINIMUM). NEW BASE SHALL CONSIST OF LIMEROCK (LBR 100) PLACED IN 6" LIFTS AND COMPACTED TO 98 % OF MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180, 4. TRENCH BACKFILL SHALL BE PLACED IN 12" LIFTS AND COMPACTED TO 98 % OF MAXIMUM DENSITY PER ASTM D1557 / AASHTO T -180. REPAIR OF RIGHT -OF -WAY PAVEMENT CUTS N.T.S. BALED HAY & STRAW LOCATIONS SHALL BE BASED ON ACTUAL SITE CONDITIONS AND /OR AS DIRECTED BY OWNER OR OWNERS ENGINEER-\ 2 "x 2 "x 4' WOOD STAKES �- STAKED SILT FENCE F.D.O.T. TYPE III INDEX NO. 102 EXISTING GRADE (REFER TO FDOT DESIGN STANDARDS INDEX NO. 102) HAY BALE AND SILT FENCE DETAIL PRECAST I CAST IN PLACE I # 4 BARS 6" ON CENTERS CAST IRON FRAME & COVER BOTH WAYS (HS -20 TRAFFIC LOADING) :6„ a� :• 7.8 ".REINFORCED MASONRY BLOCK FILLED WITH WALL REINFORCING 1 CONCRETE. (4,000 PSI 3 X 4 W3.1 / W4.1 WWF 65 K.S.I. MINIMUM COMPRESSIVE (AS PER F.D.O.T. INDEX 201) STRENGTH AT 28 DAYS) 4,000 PSI MINIMUM r 2'- 0 "x3' -1" WALL REINFORCING COMPRESSIVE # 4 BARS AT 12" ON STRENGTH AT 28 DAYS fa / \ CENTERS 20' MIN. / 6 CONFLICTING UTILITY d - • v co PIPE. (D.I.P. SHALL BE USED FOR A MINIMUM BOTTOM SLAB 4,000 PSI MINIMUM OF 20' FROM EACH REINFORCING COMPRESSIVE EXTERIOR FACE OF # 4 BARS AT 12" STRENGTH AT 28 CONFLICT BOX WALL) nPE 11 az• ° ° ° °° ON CENTERS DAYS e BOTH WAYS NON - PENETRATING NOTES: PICK HOLE MACHINED 1. TYPE I FRAME USED WHEN DIAMETER OF LARGEST SURFACE E'�'l' APPROXIMATE WEIGHT LBS PIPE IN STRUCTURE IS 24" OR LESS. RING AND COVER TypE, y FE II ,-VC TYPE I I TYPE II TO BE U.S. FOUNDRY CAT. #485 -G OR EQUAL. FRAME 240 230 2• TYPE II FRAME USED WHEN DIAMETER OF E' I T COVER 130 1 269 LARGEST PIPE IN STRUCTURE IS 27" OR MORE. RING TOTAI 1 3- 1 490 AND COVER TO BE U.S. FOUNDRY CAT. #655 -U OR FRAME DETAIL COVER DETAIL EQUAL. 3. FRAME SURFACES IN CONTACT WITH COVER SHALL BE MACHINED SMOOTH. 4. COVER SHALL BE CENTERED IN CONFLICT BOX. N.T.S. 1 CtVtLtU UH HUUNU GURNLRS 001451RUGTION JOII N_ W J 1 IT PERMITTED REINFORCED WITH WWF 6 X 6 - WIA X WIA A = 2.44' R =14" TOP VIEW C =6.19' S =2311 E =3.70' z'SOO F = 6.00' G = 1.90' StoPE A H = 2.30' M = 5.38' 3•} a N =1.23' 4:1 ory 1 CONCRETE CONNECTOR PIPE SADDLE Z NOT LESS to 2' THAN R No 4 BAR tD NO PIPE JOINT PERMITTED UNLESS 6" APPROVED BY THE ENGINEER 6" 3' T SOD PAID FOR AS H E PIPECULVERT ,.,,.,. -..,, ...- ....• . •.. -... •.•.. -.. •...._ SECTION (REFER TO FDOT DESIGN STANDARDS INDEX NO. 273) FDOT FDOT MITERED END SECTION FOR ERCP N.T.S. SAW -CUT EXISTING NEW PAVEMENT PAVEMENT 1' INSIDE FROM EDGE OF PAVEMENT 2 EDGE OF EXISTING PAVEMENT ASPHALTIC CONCRETE EXISTING SURFACE STRUCTURAL COURSE EXISTING BASE ° ° COMPACTED BASE ° :: •' STABILIZED SUBBASE TRANSITION AT EXISTING ASPHALTIC PAVEMENT N.T.S. z O z O u) > W 6 z U Lu Lu r` 0 o ti rr_ coo C7 U' U' C7 0 o m m m m 6 w m m m z o U 0 LU m Lu > ui C U w O =) cn Lu a d S2 CO) Q V J_ `< 1 W W 0 Z Lu Q O1..1.. V J U >M V w c� J JQ Imo Wm LL z p[ ° w O L Q U ?,> �� �-- W Q z Lu w M _I mU5 0�N0 U a �O 0 to Z Z A A w � r w W w W NN Z Z c` i " " U' W (D N 1- LL. z Z z° J W Q o U F N �, _ _ - w 'r \ CD O V U 0 Z W uj Z Z toJ U cp I M � ch Z m - a a Z Z � � J a) ca U mC3 Z a) CD U _I ©COPYRIGHT 2007 ORIGINAL RECEIVED THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. AUG 13 tp PLANNING DEPARTMENT cinr of cLEARwAr�R 58626 BRAULIO GRAJALES � FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER SECTION (REFER TO FDOT DESIGN STANDARDS INDEX NO. 273) FDOT FDOT MITERED END SECTION FOR ERCP N.T.S. SAW -CUT EXISTING NEW PAVEMENT PAVEMENT 1' INSIDE FROM EDGE OF PAVEMENT 2 EDGE OF EXISTING PAVEMENT ASPHALTIC CONCRETE EXISTING SURFACE STRUCTURAL COURSE EXISTING BASE ° ° COMPACTED BASE ° :: •' STABILIZED SUBBASE TRANSITION AT EXISTING ASPHALTIC PAVEMENT N.T.S. z O z O u) > W 6 z U Lu Lu r` 0 o ti rr_ coo C7 U' U' C7 0 o m m m m 6 w m m m z o U 0 LU m Lu > ui C U w O =) cn Lu a d S2 CO) Q V J_ `< 1 W W 0 Z Lu Q O1..1.. V J U >M V w c� J JQ Imo Wm LL z p[ ° w O L Q U ?,> �� �-- W Q z Lu w M _I mU5 0�N0 U a �O 0 to Z Z A A w � r w W w W NN Z Z c` i " " U' W (D N 1- LL. z Z z° J W Q o U F N �, _ _ - w 'r \ CD O V U 0 Z W uj Z Z toJ U cp I M � ch Z m - a a Z Z � � J a) ca U mC3 Z a) CD U _I ©COPYRIGHT 2007 ORIGINAL RECEIVED THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. AUG 13 tp PLANNING DEPARTMENT cinr of cLEARwAr�R 58626 BRAULIO GRAJALES � FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER N.T.S. z O z O u) > W 6 z U Lu Lu r` 0 o ti rr_ coo C7 U' U' C7 0 o m m m m 6 w m m m z o U 0 LU m Lu > ui C U w O =) cn Lu a d S2 CO) Q V J_ `< 1 W W 0 Z Lu Q O1..1.. V J U >M V w c� J JQ Imo Wm LL z p[ ° w O L Q U ?,> �� �-- W Q z Lu w M _I mU5 0�N0 U a �O 0 to Z Z A A w � r w W w W NN Z Z c` i " " U' W (D N 1- LL. z Z z° J W Q o U F N �, _ _ - w 'r \ CD O V U 0 Z W uj Z Z toJ U cp I M � ch Z m - a a Z Z � � J a) ca U mC3 Z a) CD U _I ©COPYRIGHT 2007 ORIGINAL RECEIVED THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. AUG 13 tp PLANNING DEPARTMENT cinr of cLEARwAr�R 58626 BRAULIO GRAJALES � FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER V J_ `< 1 W W 0 Z Lu Q O1..1.. V J U >M V w c� J JQ Imo Wm LL z p[ ° w O L Q U ?,> �� �-- W Q z Lu w M _I mU5 0�N0 U a �O 0 to Z Z A A w � r w W w W NN Z Z c` i " " U' W (D N 1- LL. z Z z° J W Q o U F N �, _ _ - w 'r \ CD O V U 0 Z W uj Z Z toJ U cp I M � ch Z m - a a Z Z � � J a) ca U mC3 Z a) CD U _I ©COPYRIGHT 2007 ORIGINAL RECEIVED THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. AUG 13 tp PLANNING DEPARTMENT cinr of cLEARwAr�R 58626 BRAULIO GRAJALES � FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER CONCRETE FILL BUILDING WALL 6" GALVANIZED STEEL PIPE p (TO BE PAINTED YELLOW) ° ° a L VARIES (SEE CONSTRUCTION PLANS) ° BUILDING WALL ° d "'° BUILDING WALL I 2% MIN. SLOPE w 4. FINISH GRADE 1" BELOW LU PLACE FILL AROUND PLACE CONCRETE EDGE OF SIDEWALK 5' BUILDING TO 4" BELOW " SIDEWALK AROUND FINISHED FLOOR AND SOD. 4 ° e ' ° U) BUILDING TO 2 BELOW 4:1 MAX. SLOPE d' ° FINISHED FLOOR AND 1/2" r / \ \ / / \ \ / / \ \ / / \ \ / / \ \ / / \\ e . ° ° \ \ / \ \ / \ \ / \ \ / \ \ / \ \/� Z UTILITIES (I.E. WATER MAIN, 2% MIN. SLOPE - / \ \ / \ \ / \ \ / \ \ / \ \ / \\ e \ / / \ / / \ / / \ / / \ / / \� U) FINISHED FLOOR , O AT BUILDING ACCESSES, \ / \ / \ / \ / \/\ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \% cq SANITARY SEWER OR STORM / j\//\//\//\//\//\//\//\\\\\\\\\ \ \ / / \ / / \ / / \ / / \ / / \ / / \ / / \// WATER COLLECTOR) BY SITE a � EXPANSION JOINT ° INDICATED. OTHERWISE %//\// ��/// / ��/ ��\/// //\/j \ / /j \ //j / / \i. W d ° ° CONTRACTOR TO 5 FROM BLDG. ° . • � ° d FINISHED FLOOR c d °': 2% MIN. SLOPE �\ \ � \` \ \�\ w � FINISHED FLOOR COMPRESSIVE PSI MINIMUM ° I 6" COMPACTED SUBGRADE p /\//\/ / \ / / \ / / \ / / \ / / \ / / \ / / \ / / \ / / \ / / \// / / \ / / \ / / \ / / \ / / \ / / \ / \ / \ / \/\ d . ° ° • ° 0.280" „ FLOW \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ° 4 COMPRESSIVE d ° ° 2 NOTES: ° ° FLOW STRENGTH AT 28 DAYS ° ° d ° . ° ° . ° d ' ° / / / / / / Q ° °' ° d \ \ / \ \/� 1. WHEN REMOVING EXISTING SIDEWALK, THE SIDEWALK SHALL BE REMOVED AT THE m \ / \ / \ / \ \/ \ / \ \ / \ \ / \ \ / \ \ NEAREST EXPANSION JOINT. \. \� \ \i; \ / / \ / \ / \ / / \ / \ / \ / \ / \ / \ / \ / \/\ \� /r\ ' \\ / \ \/� ' \ \ / \ \ / \ \/ ° ° / // // // // // // // // // // // / / // // // // // // // // // // // 2. PROVIDE 1/4" CONTROL JOINTS AT 4' ON CENTERS FOR 4' SIDEWALKS AND AT 5' ON ° UTILITIES \r�\ \ \\r� \r \ \ \ \r \ \/ /i / i\//\\/\� \ \ \ \ \� \ \i \ \ \ \ \ \ \ \i \ \\ \\\ \ \% \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/ CENTERS FOR 5' OR WIDER SIDEWALKS. a Z / / //i / // /i� / /i/ /i // PLUMBING CONTRACTOR. FINAL CONNECTION d \N.. BUILDING FOUNDATION <4. 3. PROVIDE 1/2" BITUMINOUS EXPANSION JOINTS AT 40' ON CENTERS FOR 4' SIDEWALKS BY PLUMBING CONTRACTOR UNLESS BUILDING FOUNDATION °' ' a ° AND AT 50' ON CENTERS FOR 5' OR WIDER SIDEWALKS. U OTHERWISE INDICATED BY THE GENERAL ° BUILDING FOUNDATION w CONTRACTOR. ° � • '. ° 4. CONCRETE SHALL BE 3,500 PSI. I•;� o ° a ° o CD °• o UTILITY ENTRANCE AT BUILDING GROUND PLACEMENT AT BUILDING a a d° e° _ CONCRETE SIDEWALK PLACEMENT AT BUILDING SECTION m } N.T.S. m on N.T.S. a ° N.T.S. z w m o 3,500 PSI MINIMUM °' d w ° v 0 CD COMPRESSIVE cn = a STRENGTH AT 28 DAYS ° CONCRETE SIDEWALK 12- Im o 0 a A ° ° N.T.S. .. A ° 18 "X4' -6" CONCRETE MASS. d 4" MIN FINISH TOP OF MASS LEVEL 5" MAX WITH A SLIGHT RAISED ° 6' -0" 5/8" OR WASH APPROXIMATELY 1/2" ABOVE PAVEMENT a• ° °a ae SURFACE. 40' WITH 4' WIDE SIDEWALK n ° 3 MAXIMUM 50' WITH 5' OR WIDER SIDEWALK ° `° PIPE BOLLARD ° a ° ° d.4 ° v 1/4" PITCH OPTIONAL N.T.S. d °a ° d . °a .. a a d' ° ° 4" ° ° •. d ° :° a ° . 8 MIN °v ° ° d . ° ° d ° ° No. 4 BARS 18" LONG 44 d '. ° '.° ° v TWO PER GUARD 9„ MAX \ ° • d ° 4 d CAST OR RUBBED ° ..° . ° ° d . ° 4- ° d a ° ° . ° .a d • °' ° ° v • ° v' d v c a • ° ' ea ° Q GRADE y / \ / / \ / / \// // // // // // / // // // / / \ / / \ / / \� CONCRETE BUMPER GUARD SIDEWALK RAMP SHALL HAVE DETECTABLE EXPANSION JOINT CONTROL JOINT �-� 6 MAX ►� \X� \� \ \� \ \� \ \� \ \� \ \�� \� \� \ /�' N.T.S. WARNINGS PER FDOT STANDARD INDEX 304, SEE SIGN & METAL POST DETAILS M LATEST EDITION. SEE "FLORIDA ACCESSIBILITY TRUNCATED DOMES WATER MAIN OR CODE FOR BUILDING CONSTRUCTION, LATEST PER FDOT INDEX 304 STORMWATER SEWER EDITION. AT INITIAL POURING 6 f — CONTROL JOINT 1/2" BITUMIMOUS EXPANSION JOINT P.V.C. OR V.C.P. 3 -6" WHITE -i (- SANITARY GRAVITY LINE CHEVRON EQUALLY MAX. MAX. FULL DEPTH 1/4" + 18 MIN. SEE NOTE 7 1 SANITARY FORCE MAIN 1_ SPACED PER AISLE 1:12 1:12 °. ° °° :° °• Da4� d' ° — RECLAIMED WATER MAIN ° t• ° p STORMWATER SEWER + 0000000 0000000 5' MIN. ° . a d Q ° ° ° d '' ^'Od ° v° 1 000 °000 0000000 GRADE GRADE N �i;� /i;� /i;� /i�: /ii/ iii/ i�;/ i % /i;� / %ii /i % /i�� /i�� /i;� /i�� /� \\ \\ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \• TOP VIEW Q NOTE: co z 20' 20' I io Z 1. EXPANSION JOINTS SHALL BE PLACED AT ALL ABUTMENTS OF WATER MAIN OR CONCRETE AND ANY OTHER STRUCTURE OTHER THAN ASPHALTIC D D.I.P. SHALL BE USED IN PLACE OF P.V.C. WATER MAIN PAVEMENT / DRIVEWAYS. O LO STORMWATER SEWER OR V.C.P. FOR A MINIMUM OF 20' EACH WAY 2. EXPANSION JOINT SPACING SHALL NOT EXCEED 50 FEET. 0 r , Q r, FROM CENTER LINE OF WATER MAIN WHEN 3. EXPANSION JOINT MATERIAL SHALL CONFORM TO CONCRETE SIDEWALK �.— v M + THE VERTICAL CLEARANCE BETWEEN + 10' MIN. SPECIFICATIONS OF ASTM D1751 N.T.S. U J co POTABLE WATER MAIN AND SEWER MAINS HORIZONTAL CLEARANCE IS LESS THAN 18 ". Q 18" MIN. T MIN. 3' MIN. DD m2' l 12' -0" 5' -0" 12' -0" U I I + + Fes— w LU H ,- „ �/� > > 1 0 V J W CO �'�- _ J J = 00 m WHITE BORDER & z O Ix P.V.C. OR V.C.P. RECLAIMED WATER MAIN SYMBOL BLUE STANDARD PRE - PAINTED O f— uj BACKGROUND SANITARY OR STORM SEWER GRAVITY MAIN OR 6" WHITE o� DISABLED PARKING SIGN SANITARY FORCE MAIN FORCE MAIN BLACK BORDER & - ON 1/8" THICK SHEET U J Q RECLAIMED WATER MAIN STORMWATER SEWER 6" 6" LETTERS WHITE ALUMINUM FACE OF CURB OR PARKING BY W ' ^ �y BACKGROUND DISABLED EDGE OF PAVEMENT o v LL 6" BLUE PERMIT BLACK BORDER & ONLY Z � V � W 5' -0" LETTERS WHITE m w J VERTICAL CLEARANCE HORIZONTAL CLEARANCE BACKGROUND $255 FINE o (� 0 Z C:) U co ALL LETTERS F.S. 318.14 3/8" HOLES DRILLED ON 1" U a 6 1" SERIES "C" CENTERS. (MOUNT WITH 5/16" x 2 BLUE 1/4" BOLTS, TOP AND BOTTOM OF SIGN) Q ((D Z - � Z r iE/ ch M WATER MAIN AND SANITARY SEWER CLEARANCES U w N.T.S. ACCESSIBILITY PARKING PAVEMENT STRIPING O ti ��- 04 N N.T.S. p w ► ti w w � N N Z ih z cM v v A A 3 1/8" I � CV ~ Z o LLI w a J INRU T l CURB DROP CURB _ j \ \j \\ ' o u j \ \ / \\ 3' OR 5' SQUARE 'z N Z F T AT E `° \ / /\ // \ / /\ //� 1� °c 2 T p NI TRANSITION CURB TRANSITION BACK OF SIDEWALK �' \ \ / \\ IN, \\ \\ �Np D o N 1 1 /4 " /r` /r` f I' ` / /r` / /r` USE OF PAVEMENT SYMBOL IN ACCESSIBLE PARKING ®% /� W DEkRiNpMEs g 6 V'Y 1'X2' -6" CONCRETE MASS. SPACES IS OPTIONAL, WHEN USED THE SYMBOL SHALL \ — 3o p� qT MAN �: 2 2' HOT DIPPED GALVANIZED ° FINISH TOP OF MASS LEVEL BE TOR 5' HIGH AND WHITE IN COLOR / m STEEL FLANGED CHANNEL POST WITH A SLIGHT RAISED 0 W SECTION A-A WASH APPROXIMATELY 1/2" �1OI FLOW LINE S 4N O OZ N.T.S. CONCRETE ABOVE LEVEL OF TURF /SOD. U ' �: �2 ACCESSIBILITY SYMBOL PAVEMENT MARKING fi; z O °0 °00° ° SECTION A -A MASS N.T.S. Z 6 °° °ao °0° °000000° N.T.S. w 2 0 O 0 0 ° °oho ° ° °° ACCESSIBILITY PARKING SIGN Z O.OZ CONCRETE RAMP 2 N.T.S. TRUNCATED DOMES 'f'��F $N Z G NOTES: J ° . ° ASS, 9� 'S� ° ys,C'� c Cq j�-12, 1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND SCREWS MUST BE G'f'� RUSTPROOF. U Fs, q .p 2.CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE co ' �F�TO 1:12 MAX. sq'nto STRENGTH OF 3,500 P.S.I. ORIGINAL (� TYPE 'D' CURB 9LF 9 3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE SYMBOL, MESSAGE AND RECEIVED �, M Z BORDER APPLIED TO A SHEET ALUMINUM BACKING (.080) IN THICKNESS. Z 4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK)(SERIES C) 1.5" HIGH IN ACCORDANCE WITH k c NOTE: AUG 13 2007 U) o z MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXCEPT AS NOTED ON SIGN DETAIL. 1. RAMPS ARE DESIGNATED TO THE UNIFORM FEDERAL Q 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR FIGURE (WHICH SHOULD � J ACCESSIBILITY STANDARDS TO COMPLY WITH THE AMERICANS ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595a, PLANNING DEPARTMENT N L. ISOMETRIC VIEW SECTION B -B WITH DISABILITIES ACT(A.D.A) COLOR #15180). CIIYOFCLEARWATER s cu Q 2. RAMPS SHALL HAVE A DETECTABLE WARNING USING Z N.T.S. N.T.S. 6. SIGN POST SHALL BE MIN. 2' -0" CLEAR FROM BACK OF CURB. U TRUNCATED DOMES IN CONFORMANCE WITH REQUIREMENTS 7. THE USE OF PROPERLY LOCATED BOLLARDS IN ACCESSIBLE PARKING SPACES ARE ACCEPTABLE M m Q FDOT OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, SUBSTITUTES FOR REGULAR BUMPER GUARD. co U J INDEX 304, LATEST REVISION. 8. MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES SHALL BE PER FLORIDA ACCESSIBILITY ©COPYRIGHT 2007 BUILDING CODE SECTION 4.6.3. 9. ALL COMPONETS OF THE ACCESSIBILITY RAMPS MUST BE IN STRICT CONFORMANCE WITH FDOT THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: ACCESSIBILITY RAMP SIDEWALK CURB RAMP CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED STANDARD INDEX 304, LATEST REVISION. IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. N.T.S. N.T.S. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER _ 12" 2" MIN � X3/4" HOLES 3" MAX XX n °d. n a •a., '. •. 21. MIN 26' -8" 1 1 e 48" Max SPACING OF POSTS TO BE 6 -10 FEET APART FILTER FABRIC MATERIAL FILTER FABRIC Tie bears with fiber mesh reinforcing, MATERIAL SECURELY ATTACHING TWO SILT FENCES FASTENED TO THE Z Z POSTS OR IF USED w continuous THE WIRE MESH W 0 16' clearance swing gate Z I G' l steel pipe d APPROXIMATELY 8 rtin, (typ,) LO INCHES OF FILTER w /concrete, painted PLACE THE END M FABRIC MATERIAL Z POST OF THE traffic yellow MUST EXTEND INTO I< SECOND FENCE 3'- 6„ A TRENCH AND BE m INSIDE THE END drop ANCHORED WITH ry POST OF THE 18'd conc, ft g, crown top of ftg, COMPACTED pin FIRST FENCE IW- BACKFILL MATERIAL Z (typ') m Q m 0 U Grade WOOD OR X E-I ROTATE BOTH STEEL POST POSTS AT LEAST 6" Z3000 180 DEGREES IN � RUNOFF _ I A CLOCKWISE 3'_D" Lu 71 DIRECTION TO p,s,i, concrete slab G� V W CREATE A TIGHT 8'x " 16 8 x 16 " concrete with fiber mesh reinforcing g - Monolithic, min 6" 'x6'/ Q LU OL w/ 2- #5 rebar (typ,) FABRIC MATERIAL a W.W.F. 0 10 INCHES � Q ����\ DIRECTION OF RUNOFF WATERS (MIN) APPROXIMATE Of + + + DRIVE BOTH W 4 -INCH BY POSTS ABOUT 10 THE ILL 4 -INCH TRENCH -1 GROUND AND r BURY FLAP INSTALLING A FILTER FABRIC SILT FENCE N.T.S. 17'-4" 6" dia, Steel bollards conc, Filled (typ) I i I I I I 4' Min. I �I L O u C 0 U d 16' � � clearance rein, 00 PLAN N.T.S. I I. �I 0 L C' � I U-) 0- swing gate (typ,) J drop pin hole (typ,) 1" x 2" Stake Binding Wire Staked and Entrenched or Twine 50 lb (approx.) Straw Bale Filtered Compacted Soil to Runoff I1 I 1 / Prevent Piping Sediment Laden Runoff 1. Excavate the Trench Properly Installed Straw Bale (Cross- Section) 2. Place and Stake Straw Bales Angle First Stake Toward Previously Laid Bale V �® \ Bales Must Be Tightly Abutting With No Gaps Wedge Loose Straw -Between Bales 3. Backfill and Compact the Excavated Soil TEMPORARY STRAWBALE SEDIMENT BARRIER. N.T.S. ELEVATION N.T.S. BOLLARD DETAIL N.T.S. NOTES: 1.) WALLS a.) New construction: maximum 6' -0' high and constructed of concrete block (8 "x8 "x16 "). Materials used should be consistent with those used in the construction of and architectural style of the principal building. (Section 3 -802 Materials) b.) Existing: maximum 6' -0' high replacement materials can be made of the same materials as long as they are made of approved opaque material. 2.) FOOTINGS 8 "x16" concrete w /2- #5 continuous rebar imbedded. 3.) CONCRETE SLAB Monolithic, min. 6" thickness w /imbedded 6 "x6 "/ 10x10 welded wire fabric (W.W.F.), 3000 P.S.I. with fiber mesh reinforcing. 4.) CONCRETE FILLED CELLS With 1 - #5 vertical rebar tied to footer steel at each corner and every 4' O.C. 5.) GATES Constructed of min. 1 -1/2" diameter galvanized tubular steel w /privacy -type slats inserted in galvanized steel mesh fabric, hinge- mounted on min. 3" diameter galvanized steel post. (Gates and post constructed and installed per applicable building code by licensed fence contractor). 6.) DROP PIN 1/2' dia. 18' long metal rod gate latch. Provide 3/4" dia. hole 6" into concrete for rods. In asphalt provide a 3/4' P.V.C. sleeve, 6" long, or equal. 7.) SOIL Soil bearing capacity to be at least 2,500 P.S.F. 8.) BOLLARD 3' -6" high, 6" diameter steel pipe bollard filled with concrete, painted traffic yellow, imbedded 3' -0" deep in 18" concrete foundation. (See Detail) COMPACTOR ENCLOSURE N.T.S. ke, 3, . A aJ Ln Tie bears with fiber mesh reinforcing, 2 -1/2' rein � � 2" 1 - #5 rebar Z Z w continuous r W 0 16' clearance swing gate Z I G' l steel pipe d oi rtin, (typ,) LO W w /concrete, painted > M U Z J traffic yellow D I< 1 - #5 at 4' 3'- 6„ I m 0 drop center ry Q LL 18'd conc, ft g, crown top of ftg, U pin =� IW- m Z (typ') m Q m 0 U Grade LLI Grade E-I 0 6" Z3000 0 � U 8 Z 3'_D" Lu 71 p,s,i, concrete slab G� V W 8'x " 16 8 x 16 " concrete with fiber mesh reinforcing g - Monolithic, min 6" 'x6'/ Q LU OL w/ 2- #5 rebar (typ,) thickness, 6 10x10 a W.W.F. 0 CO-) Q ELEVATION N.T.S. BOLLARD DETAIL N.T.S. NOTES: 1.) WALLS a.) New construction: maximum 6' -0' high and constructed of concrete block (8 "x8 "x16 "). Materials used should be consistent with those used in the construction of and architectural style of the principal building. (Section 3 -802 Materials) b.) Existing: maximum 6' -0' high replacement materials can be made of the same materials as long as they are made of approved opaque material. 2.) FOOTINGS 8 "x16" concrete w /2- #5 continuous rebar imbedded. 3.) CONCRETE SLAB Monolithic, min. 6" thickness w /imbedded 6 "x6 "/ 10x10 welded wire fabric (W.W.F.), 3000 P.S.I. with fiber mesh reinforcing. 4.) CONCRETE FILLED CELLS With 1 - #5 vertical rebar tied to footer steel at each corner and every 4' O.C. 5.) GATES Constructed of min. 1 -1/2" diameter galvanized tubular steel w /privacy -type slats inserted in galvanized steel mesh fabric, hinge- mounted on min. 3" diameter galvanized steel post. (Gates and post constructed and installed per applicable building code by licensed fence contractor). 6.) DROP PIN 1/2' dia. 18' long metal rod gate latch. Provide 3/4" dia. hole 6" into concrete for rods. In asphalt provide a 3/4' P.V.C. sleeve, 6" long, or equal. 7.) SOIL Soil bearing capacity to be at least 2,500 P.S.F. 8.) BOLLARD 3' -6" high, 6" diameter steel pipe bollard filled with concrete, painted traffic yellow, imbedded 3' -0" deep in 18" concrete foundation. (See Detail) COMPACTOR ENCLOSURE N.T.S. ke, 3, . A aJ Ln I Non -slip surface Esquire- 7 -3/4" - TYPE A #3 Bar Typical (U r. to 7 -1/2' - aJ i CU #3 Bar Typical WHEEL STOPS REINFORCED CONCRETE N.T.S. Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut or Remove entire Curb and Replace as Part of Sidewalk Ramp. Modified and Valley Gutter Curbs join exist back of curb 1" 10 Max Slope Textured Surface Remove to an 1.1/2" Expansion Joint even joint or sawcut SECTION A -A Remove Curb if Existing Exist Conc Drive Max Slope 0V, 1" 10 Max Slope 1/2" Exp. Joint 1/2" Exp. Joint 6" TYPICAL DRIVEWAY CROSS SECTION E U X 6 � a n N H Back of Curb !4' Min Residential Streetl 1' Citv R 5' Min Arterial Street 12' County 1/4" per Foot q, 77;� 3000 psi conc 4" thick. Constr. 6" thick at driveways with Ex6 #10 welded wire mesh. See n to 7. SECTION B -B NOTES: 1. Provide tooled joints at distances matching the width. Also place expansion joints at driveways. 2. If some physical obstruction exists which prevents the placing of sidewalks as shown, contact the Engineering Division for alternate location. 3. Wooden and other spacers will not be permitted in sidewalks or driveways. 4. No coatings of any kind will be permitted on concrete sidewalks or driveways without specific approval of the City Engineer. 5. All concrete shall be 3000 psi min. @ 28 days, with fiber mesh reinforcing. 6. Concrete surface to be light broom finish. 7. Concrete driveway construction shall be 6" thick w 6x6/10x10 welded wire mesh reinforcement. 8. Ramps shall have a tactile surface, textured to a depth not exceeding 1/8" by use of tamp or roller in conformance with requirements of FDOT Roadway and Traffic Design Standards, Detail 304 or most recent modifications. TYPICAL SIDEWALK CONSTRUCTION AND RAMP DETAIL N.T.S. CONCRETE MASONRY WALL CONSTRUCTION Materials, construction and quantity control of masonry shall be in accordance with Uniform Building Code (UBC), Chapter 24. General conditions and construction requirements shall be applied as specified in UBC, Section 2404 (f) during grouted masonry work. 1. All reinforcing steel shall be deformed bars conforming to ASTM A -615, Grade 60. Vertical reinforcement shall be placed in the center of the masonry cell, and shall be held in position at the top and bottom. 2. If a slab dowel does not line -up with a vertical core, it shall not be sloped more than one horizontal in six verticals (1:6). 3. Horizontal wall reinforcement shall be standard truss type DUR -O -WALL (or equivalent) at 16' o.c.. 4. Hollow Load - bearing Concrete Masonry Units shall be normal weight conforming to ASTM C -90, with a minimum compressive strength of 1,900 PSI. 5. Mortar shall be type M or S, in accordance with ASTM C -270. Place all masonry in running bond with 3/8" mortar joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. 6. Coarse grout shall conform to ASTM C -476, with a maximum aggregate size of 3/8 ", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at 28 days. 7. Minimum 3" X 3" clean -out holes (saw -cut) are required at the bottom course 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 grouting. 8. Prior to grouting, the grout space shall be clean, with no mortar projections greater the % ", mortar droppings or other foreign material. All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as specified. 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 middle bond beam masonry. ORIGINAL RECEIVtnR AUG 13 2097 PLANNING DEPARTMENT CITY OF CLEARWATER © COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES 703 FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER U) Z O U) W w w 0 0 Z U NOTE, Concrete to be 3,000 psl, with fiber mesh reinforcing, 2 -1/2' rein � � 2" rein I Non -slip surface Esquire- 7 -3/4" - TYPE A #3 Bar Typical (U r. to 7 -1/2' - aJ i CU #3 Bar Typical WHEEL STOPS REINFORCED CONCRETE N.T.S. Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut or Remove entire Curb and Replace as Part of Sidewalk Ramp. Modified and Valley Gutter Curbs join exist back of curb 1" 10 Max Slope Textured Surface Remove to an 1.1/2" Expansion Joint even joint or sawcut SECTION A -A Remove Curb if Existing Exist Conc Drive Max Slope 0V, 1" 10 Max Slope 1/2" Exp. Joint 1/2" Exp. Joint 6" TYPICAL DRIVEWAY CROSS SECTION E U X 6 � a n N H Back of Curb !4' Min Residential Streetl 1' Citv R 5' Min Arterial Street 12' County 1/4" per Foot q, 77;� 3000 psi conc 4" thick. Constr. 6" thick at driveways with Ex6 #10 welded wire mesh. See n to 7. SECTION B -B NOTES: 1. Provide tooled joints at distances matching the width. Also place expansion joints at driveways. 2. If some physical obstruction exists which prevents the placing of sidewalks as shown, contact the Engineering Division for alternate location. 3. Wooden and other spacers will not be permitted in sidewalks or driveways. 4. No coatings of any kind will be permitted on concrete sidewalks or driveways without specific approval of the City Engineer. 5. All concrete shall be 3000 psi min. @ 28 days, with fiber mesh reinforcing. 6. Concrete surface to be light broom finish. 7. Concrete driveway construction shall be 6" thick w 6x6/10x10 welded wire mesh reinforcement. 8. Ramps shall have a tactile surface, textured to a depth not exceeding 1/8" by use of tamp or roller in conformance with requirements of FDOT Roadway and Traffic Design Standards, Detail 304 or most recent modifications. TYPICAL SIDEWALK CONSTRUCTION AND RAMP DETAIL N.T.S. CONCRETE MASONRY WALL CONSTRUCTION Materials, construction and quantity control of masonry shall be in accordance with Uniform Building Code (UBC), Chapter 24. General conditions and construction requirements shall be applied as specified in UBC, Section 2404 (f) during grouted masonry work. 1. All reinforcing steel shall be deformed bars conforming to ASTM A -615, Grade 60. Vertical reinforcement shall be placed in the center of the masonry cell, and shall be held in position at the top and bottom. 2. If a slab dowel does not line -up with a vertical core, it shall not be sloped more than one horizontal in six verticals (1:6). 3. Horizontal wall reinforcement shall be standard truss type DUR -O -WALL (or equivalent) at 16' o.c.. 4. Hollow Load - bearing Concrete Masonry Units shall be normal weight conforming to ASTM C -90, with a minimum compressive strength of 1,900 PSI. 5. Mortar shall be type M or S, in accordance with ASTM C -270. Place all masonry in running bond with 3/8" mortar joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. 6. Coarse grout shall conform to ASTM C -476, with a maximum aggregate size of 3/8 ", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at 28 days. 7. Minimum 3" X 3" clean -out holes (saw -cut) are required at the bottom course 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 grouting. 8. Prior to grouting, the grout space shall be clean, with no mortar projections greater the % ", mortar droppings or other foreign material. All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as specified. 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 middle bond beam masonry. ORIGINAL RECEIVtnR AUG 13 2097 PLANNING DEPARTMENT CITY OF CLEARWATER © COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES 703 FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER U) Z O U) W w w 0 0 Z U J LU M Z Z w ti r W 0 � 0 Z W W oi W ()f LO W C , v > M U Z J M Q D I< O m m N m 0 o m m ry Q LL LLU U =� IW- m Z Q m Q m 0 U o LLI U E-I 0 OEM 0 � U C1 Z Z Lu 71 O G� V W w 0 Q LU OL U a M Q 0 CO-) Q U) J I M Z Z ti W r W 0 � Z W W Z O W ()f LO W C , v > M U Z J M Q D I< O m LJ N l- 0 Ca LL QJ m Z O ry Q LL LLU U =� IW- LU Q ;LU ^ `/, Q O O cC%4 0 U o U E-I "' I M Z Z ti r A M N 04 W W .. W W N N Z Z ; "v 0 N l- 0 Ca LL Z LU Z ° Z J W = Q o U E-I m OEM 0 _ o (1) O G� CU W � U 0 Of UJZ W ILL Z Z CLJ U ED I LO U' Cl) r) Z ca Z .� Z (n O LL Cn N J__ 0 0 U Z o N CU (0U J CU Z O 9 5/8" -{ o_ r' I 10' 10' Cleanout Plug WATER MAIN / Ln UJI 0 �- P.V.C. WASTEWATER Ad ustable L I FLEXIBLE GRAVITY MAIN Valve Box COUPLING � I Concrete Pad 4" 10 5/8" (TYPICAL) i s � wI Thick x 1' -6" Sq, 9 7/8" When Valve Occurs in Road o 6" or 8 '- 1/8 Bend set Base on 10- Common Brick, o a_I S m Plug c� /:� / / %./ z (See Note) 18' % / \ \� 0 w 8" STEEL CASING L1 o ot` NOTES: o o m m m m Sewer Main 13 1/2" 1. WHERE WATER AND SEWER CROSS WITH LESS THAN 18" OF VERTICAL CLEARANCE, Water Main o m m THE SEWER MAIN SHALL CONSIST OF 20' OF STEEL ENCASED P.V.C. PIPE Mech. Joint Val ¢ ° } ° °w NOTE: Cleanout plug to be CENTERED ON THE POINT OF THE CROSSING AS DETAILED ABOVE. 0 ° w o° w > Restraining Joint w z z o U.S, Foundry 7621 2. WHERE WATER MAIN CROSSES BELOW SEWER MAIN, ENCASEMENT OF BOTH MAINS o � vii w IS MANDATORY. `n w = a or equal. ° ° v SANITARY SEWER STANDARD GRAVITY MAIN AT WATER ilifiAIN TYPICAL VALVE SETTING CROSS - SECTION CLEANOUT AND PLUG INTERSECTION DETAILS NTS NTS NTS Qj 3 NOTES: 1. EXTENSION ON VALVE BOX SHALL BE i SET SO AS TO RESERVE 1 2 OF THE Back of Curb ADJUSTMENT LENGTH FOR FU URE USE. Max, 15' - Min, 4' or 2. OPERATING NUT SHALL BE SO AS TO PAVED AREAS NON -PAVED AREAS PAVEMENT 18" Min, Edge of Pavement BE WITHIN 12" OF GRADE. EXTENSION TO (FOR PAVED AREA) Meter Box 24" Max, BE PROVIDED AS REQUIRED. C.I. COVER INSCRIBED FOR WATER 3. VALVE EXTENSION SHALL BE MECHANICALLY CONCRETE VALVE PAD \ /i// , �/% j \ /� \ /��j /� \j� \jj\��j�\ / / / / / / / ,- Distance Varies Valve Box 24 "x 24 "x 6" 3000 PSI W-9) \ \\ \\ \\ \\ \\ \\ \ \�� STEEL HPN SHALL STAINLESS CONCRETE COLLAR WITH (SEE DETAIL IN HED GRADE \j / \ \j W.W.F. 6 x 6 - W2.1 x W2.1 ONLY AT THE OPERATING NUT. �» (FOR NON -PAVED AREA) / \\ / / \ \ / / \ \ / / \ \// / "'u / % / /��� %/� / „ , �, �� Water \j \/\ \`l/ \ \/� \ /� / \/\ '�/i� // / 4" ABOVE CONCRETE VALVE PAD N ___ - -_ "'= _ = = = == COMPACTED EARTH Valve Box // // / \ \ \ / \ \ /�� AND FOLDED BACK INSIDE 3" PVC ACCESS PIPE AND PLUGGED. W PVC w /THREADED PVC 5. ALL PVC PIPE SHALL REQUIRE TWO a INVERTED KEY PLUG (FLUSH) INSULATED METALLIC LOCATING L 2" MIN. W CAST IRON, ROADWAY TYPE WIRES (10 GAUGE SOLID COPPER) $> W� EXTENSION VALVE BOX (INSIDE SCREW) TAPED WITH 2° WIDE DUCT TAPE TO z� `o SLEEVE AS REQUIRED TOP CENTERLINE OF THE PIPE REQUIRED PVC OR DIP) C AT EVERY JOINT AND 4 TO 5 (DIP) OMPACTED BACKFILL FEET SPACING. PER SPECIFICATIONS I �0 TWO (2) PAIRS OF BLUE INSULATED METALLIC 4" D. I. 6. LOCATING WIRES TO TERMINATE 10 GAUGE SOLID COPPER WIRE (TYP.) I cU I Mech, Joint Valve 7. LOCATING WIRES SHALL BE CAPABLE OF EACH PAIR HEADING ON OPPOSITE DIRECTIONS 4" Gate Valy Uj Uj DETECTION BY A CABLE LOCATOR WATER ONLY APPROVED AND PASS A FIELD CONDUCTIVITY TEST IDISTRIBUTION MAIN OBSERVED BY THE COUNTY FROM END TO /�•, Kennedy Guardian No, K -810 ND OF WIRES. E�////� i� r �y Muller Centurian No, A -423 8. SPLICES SHALL BE CAPABLE OF COMPLETE SUBMERSION SUCH AS BUTT SPLICE WITH UNDISTURBED DUCT TAPE a I U,S, Pipe Metropolitan LO RAYCHEM HEAT SHRINK TUBING. EARTH :(TYP.) U QP_ M NOTES: I I � Restraining Joint (Typ,) J W M 9. NO MORE THAN ONE SPLICE BETWEEN Water Main 1, Steamer Connection to Face Street, VALVES IS ALLOWED. ° ° J Q 2, All Fire Hydrants to have 5 1/4" Valve Seat, 0 0 FOR EITHER PAVED OR NON -PAVED AREAS 3. Fire Hydrants Shall be Placed at Street Corners Q m W or in the R, ❑.W. Adjacent to Side Lot Lines W O 90° Bend Whenever Possible, Q MJ X SLIP 4, See Sheet 3 for Typical Connections & Fittings, W m U_ GATE VALVE DETAIL TYPICAL HYDRANT SETTING CROSS - SECTION W w (FOR O PAVED � NON -PAVED AREA NTS J a NTS BLOWOFF DETAIL ~ � NTS z J W W z D 07 O W CV U NOTES: 0 1, WATER MAINS TO BE ON NORTH or EAST SIDE OF R,D.W., APPR ❑X, 4 FT. BACK OF CURB -� 0 0 0 (� M ti Z 0 0 UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER, 0 0 0 lie Z .'�® M co Of 2, SERVICE C ❑NNECTI ❑NS TO BE 2 FT, FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE ° ,; y_ n C\I W SHEET N❑, 3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISI ❑N. DRIVEWAYS W SHALL NOT BE BUILT OVER METERS, Top View g re Hydrant Assembly z to Z 3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR @ 150 P.S.I.) Connecting Piece w /interally p Fi H co Ford Meter Flange 0 y Y — ti x U UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE Approved Backf low cast Mech, Joint Gland on (Typ,) ( N W TESTING and CHLORINATI ❑N, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES, X one End -D,I. Rotatable Mec Z z° J 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES. Ford Angle Prevention Device (Flanged) Joint Gland on Other End. W C: 5. SADDLE IS REQUIRED FOR ALL SERVICE C ❑NNECTI ❑NS TO 4" PVC MAINS, SADDLE IS Valve(Flanged) Flow �, ° U REQUIRED FOR 2" SERVICE C ❑NNECTI ❑NS TO 6" and LARGER PVC MAINS, LARGEST SERVICE Length Varies N CU Z C ❑NNECTI ❑N TO A 4" MAIN IS 1 112" and LARGEST TO ANY MAIN IS 2 ". (See Note 1) ®\ /G 0 U 6, MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36 ", Valve and Hydrant Tee o W Brass Nipple w /D,I, Rotatable Mech. Joi "�" \ :Q Threaded Corporation Stop Curb Sto Meter o / f° W Stop Gland on Plain End Branch. Mech. Joint (� v MUELLER H15008 f MUELLER H14350 with Lock Wing and (Flanged) Valve or approved equal Compression inlet or approved equal c �, (Tap at 45° Angle) -8 75 £ CJ o 01 Z F> 7 Of Saddle if Required 12" c� W See Note 5 �a Z Water Service Tubing NOTES: U 1, ❑n Hydrants Requiring Runout Water Main Z Driscopipe 5100 or Endot /Yardley Y q g W Last Two Joints Must Be Restrained X Blue Jet, SDR 9, 3408 Polyethylene Per Detail 403 (2 of 2). J TYPICAL SINGLE DEVICE 1 -112" and 2" MODELS >_ Water Main NOTE, U Device must be Installed level, to Saddle shall have double �- M Z ORIGINAL W stainless steel straps )E APPROVED R,P, DEVICES CIE APPROVED DOUBLE -CHECK VALVES mE so Z o With epoxy coated Hersey -Beeco Model FRP II Hersey -Beeco Model FDC ��o� Watts Model 909 or 009 Watts Model 709 or 007 AUG 13 � a`� a- ductile iron body, Conbraco 40200 Conbraco 40:00 TYPICAL HYDRANT SETTING PLAN VIED MENT ) CU o WATER MAIN SERVICE CONNECTION DETAIL NTS � Z TYPICAL �fl PCITYNOFCLEEARWATER co NTS METER SETS W /BACKFLOW co U J © COPYRIGHT 2007 P REVE N T E RS 1-1/2" AND Z„ MODELS THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET; NTS CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES Q FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER NOTES: 1. All cnncrete to hp 3nnn n.s.i.. witl- 0 M See Index No. 201 Clay Or Cement Brick Masonary Bottom [ Corbel 8„ "D" Min, Or To Suit Pii 12" Varies 12" 6" ttomo p•'.•'. o' 4•'. p. ..a•.•o• cF7rTTnr.l A_n "G" STORM SEWER MANHOLE DETAIL NTS RING - HALF PLAN 36" 23" 4 Required Required Pick Hole 1 -1/4" --j 1 L ►{ Megalug Restrainer (Typ,) I f S Ebba 1500 Series (Typ,) P U 41 Q jWE Non Skid Pattern Required SOLID COVER cv M L R ING - SECTION Minimum Weight 7" 232 lbs, 9" 278 lbs. Machined Surface NOTES SOLID COVER SECTION 1, Where roadway base is 8" or thicker use 9" ring, all other cases 7" ring is permissible, Minimum Weight 128 lbs. 2. Manufacturers model of storm ring and cover to be approved by City Engineer, 3, Perforated covers, when required shall be similar to solid covers, STORM SEWER MANHOLE COVER MACHINED SURFACES % 2 22-1/'- RING SECTION NTS (2) NON- PENETRATING PICK HOLES / o� \ Mp N 0 Wq S -o \ / o • 00 TF RA \ .o I 0 +up o Vo O / \\ Fq RWA T ER S // \\ ADIF IN U S •P // COVER PLAN NOTESI 1 - USF 1110 MG COVER 2 - MATERIAL) ASTM -A48 CLASS 30B GRAY IR ❑N. 3 - COVER WEIGHT: 105 LBS. 4 - TOTAL WEIGHT: 195 LBS. STORM SEWER RING & COVER NTS ON ALL TEES, A MININUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (f t.) FIGURES BASED ON 30' DEPTH BURY, 150 PSI TEST PRESSURE. 8' PVC MAXIMUM SIZE USED IN SYSTEM NOM. PIPE SIZE A B C D E F G Shallow 0'- 4' 2' -6" 4 4' Max 3' -6" 24" Max 8" #3 at 12" E. W. Standard 4.1'- 6' 3' -6" 12 6' Max 4' 30" Max 8" #5 at 10" E.W. Deep 6,1'- 10' 3' -6" 7' 10' 4' 48" Max 12" #5 at 10" E.W. Deep 10.1'- 14' 3' -6" 7' 14' 5' 48" Max 12" #5 at 10" E,W, STORM SEWER MANHOLE DETAIL NTS RING - HALF PLAN 36" 23" 4 Required Required Pick Hole 1 -1/4" --j 1 L ►{ Megalug Restrainer (Typ,) I f S Ebba 1500 Series (Typ,) P U 41 Q jWE Non Skid Pattern Required SOLID COVER cv M L R ING - SECTION Minimum Weight 7" 232 lbs, 9" 278 lbs. Machined Surface NOTES SOLID COVER SECTION 1, Where roadway base is 8" or thicker use 9" ring, all other cases 7" ring is permissible, Minimum Weight 128 lbs. 2. Manufacturers model of storm ring and cover to be approved by City Engineer, 3, Perforated covers, when required shall be similar to solid covers, STORM SEWER MANHOLE COVER MACHINED SURFACES % 2 22-1/'- RING SECTION NTS (2) NON- PENETRATING PICK HOLES / o� \ Mp N 0 Wq S -o \ / o • 00 TF RA \ .o I 0 +up o Vo O / \\ Fq RWA T ER S // \\ ADIF IN U S •P // COVER PLAN NOTESI 1 - USF 1110 MG COVER 2 - MATERIAL) ASTM -A48 CLASS 30B GRAY IR ❑N. 3 - COVER WEIGHT: 105 LBS. 4 - TOTAL WEIGHT: 195 LBS. STORM SEWER RING & COVER NTS ON ALL TEES, A MININUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (f t.) FIGURES BASED ON 30' DEPTH BURY, 150 PSI TEST PRESSURE. 8' PVC MAXIMUM SIZE USED IN SYSTEM NOM. PIPE SIZE ELBOWS (deg.) VALVE TEES BRANCH DEAD END 11.25 22.50 45 90 4 2 4 9 21 28 46 6 1 3 6 12 29 47 65 8 11 4 8 16 1 38 J 66 1 85 THE F ❑LL ❑WING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS; 1. BEND - INLET AND OUTLET 2. TEE - OUTLET BRANCH 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUN❑UTS SHALL BE RESTRAINED AS DEAD ENDS NOTE, THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE BY USE OF EBBA IR ❑N MEGALUG RESTRAINERS, THRUST RESTRAINT BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 RESTRAINERS. PVC PIPE RESTRAINT NTS THE F ❑LL ❑WING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONSi 1. BEND - INLET AND OUTLET 2. TEE - ALL BRANCHES 3. OFFSETS - INLET AND OUTLET 4. CAPS 5. PLUGS 6. DEAD ENDS 7. HYDRANT RUN❑UTS SHALL BE RESTRAINED AS DEAD ENDS Restraining Gasket (Typ,) L Thrust Restraint (Typ,) I ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG. L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft,) `c = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST PRESSURE FIGURES DON'T APPLY TO POLY WRAPPED PIPE NOM. PIPE SIZE ELBOWS (deg,) VALVE TEES BRANCH DEAD END 11,25 22.50 45 90 4 2 3 7 17 18 30 6 2 5 10 23 30 42 8 3 6 12 30 42 54 12 4 8 17 42 76 16 5 10 22 53 97 20 6 13 26 1 63 +117 D❑ NOT USE FOR VERTICAL OFFSET NOTE; THRUST RESTRAINT ON SLIPJ❑INT DUCTILE IR ❑N PIPE SHALL BE U.S. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST -GRIP GASKETS FOR AMERICAN FASTITE PIPE, THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS, DUCTILE IRON PIPE RESTRAINT NTS Finish grade to R/W allow 0,4' min,, 1,0' max. fall from property line to 15acR oF cur lo, Minimum 36" Behind Back Of Curb Or Edge of Paveme 36" sidewalk :Jx cleanou Double -Sweep Te�� CITY OWNED AND MAINTAINED ervice Lateral 30 " -36" or as Directed by the City HOMEOWNER OWNED _ AND MAINTAINED ANY VARIANCE MUST HAVE SECTION WRITTEN APPROVAL OF THE CITY ENGINEER, STREET LATERAL NTS 0 M RING - HALF PLAN 36" 23" 21" Machined Surfac -e7 ED # 4 Required Required Pick Hole `D 1 -1/4" --{ l SANITARY �❑ ❑ ❑ ❑ ❑ ❑ I:.- S E W E R❑ Non Skid ❑ ❑ ❑ ❑ ❑ Pattern Required ❑ ❑ S ❑LID COVER d (U ('7 22 -3/4" � ° RING - SECTION Minimum Weight 7" 232 lbs. Machined Surface NOTES 9" 278 lbs. S ❑LID COVER SECTI ❑N 1, Where roadway base is 8" or thicker use 9" ring, all other cases 7" ring is permissible. Minimum Weight 128 lbs, 2, Manufacturers model of storm ring and cover to be approved by City Engineer. SANITARY SEWER MANHOLE COVER NTS NOTES: 1. Precast manhole drop may be approved by City See Index No, 301 Engineer. Shop drawing submittal required. Drop required 3' when 2' or over. 2. Manholes shall have an interior and exterior coating 3. of at least 15 mils dry thickness PROLO EP214 -351 Epoxi- Mastic or Koppers bitumastic black solution 300M. 4 layers of brick Approved barrel joint seals / Concentric cone (Flat cover are "D-Rings" and "Ram- Necks", on shallow manholes 0' to Two continuous rings at all 4' depth) joints, 8" Brick Steel reinforcement I5" min, wall thickness type II acid resistant 4' Min, cement 4000 p,s,i, . 4 .. : Grout fill opening with m 2 " /ft min, 9 non - shrink mortar Poured Encasement . ° °° p'...o'..: p. D: . 2' joint in pipe entry (Typical) Grout flow channel P,V,C, pipe requires manhole adapter coupling by Flo Control, Inc,, or approved water stop coupling. PRECAST SANITARY MANHOLE DETAIL OUTSIDE DROP NTS A INLET B — OUTLET INTERCEPTOR CELL SIZING CHART GALLON CAPACITY A B C D E 750 7' -0 4' -8' 7' -0' 4' -3' Ly 1000 9' -0' 5' -0' 7' -2' 4' -2' 3' -10' 1250 9' -0' 5'-0' 7' -2' 5' -2' 4' -10' General Notes PRECAST BAFFLE 4' THICK 1, The Interceptor system May consist of multiple interceptor cells, if required greater than 1250 gallon capacity, 2, One sampling cell per s stem shall be in t ll d INTERCEPTOR CELL PLAN VIEW y s a e at outfall to main. SAMPLING CELL 3, Concrete wall coating taking Into consideration the water -oil mix, 4. Contractor to supply & Install all piping and LOCKING FRAME & sanitary tee's clean -outs for cleanin t d VENT PIPES OPTIONAL TOP OF COVER T❑ MATCH EXISTING COVER AIR &GAS T GHT g war and away from Interceptor (alternate dual sweep clean - outs), GRADE /PAVING WHERE APPLICABLE —� 6' OR LARGER 5, Contractor shall assure 2,500 PSI minimum soil I Ly bearing capacity @ bedding elevation, 0 o t` .. i.. ,,. o ' 4 •' ..��. :..q a. y '... ..': •' i '•ate' m m N ❑TESL INLET m INSPECTION TEE TYP, �,. m o z w OUTLET TO SANITARY 1, Concretes 4500psi @ 28 day, 2, Rebar, ASTM A615 Grade 60, >- C0 N 0 v o SEWER MAIN 3, Mesh; ASTM A815 Grade 65. LU z z > 4, Designs ACI3 18 -83 Building Code 1 U _ C7 Fn ASTM C857 Minimum Structural LU — J LU 0 Design Loading for Underground Precast Concrete Utility Structures U Q 5. Loads H -20 truck wheels w /30% Impact per AASHT❑, E PRECAST BAFFLE 4' D 6. Fill w /clean water prior to start up of system, THICK 7, Gray water only, black water shall be carried by separate sewer, ID LENGTH LENG H INTERCEPTOR CELL SAMPLING CELL SECTION VIEW GREASE INTERCEPTOR NTS C0 z 0 U) > Ir 6 z U w Ly 0 o t` o m 0 m m m m o z w m >- C0 0 0 v o LU z z > U w C7 Fn LU LU 0 co U Q ©COPYRIGHT 2007 ^ECFII/fL� THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED SHEET: cc�� IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 1. e� Gu,� PLANNING DEPARTME CITY OF CLEARWAY O 58626 BRAULIO GRAJALES � FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER LEGEND + LIVE OAK (� LITTLE GEM MAGNOLIA WINGED ELM o WAX MYRTLE o CRAPE MYRTLE ROYALPALM O CHINESE HIBISCUS DWARF YAUPN HOLLY SWAMP LILY BIRD OF PARADISE FAKAHATCHEE GRASS FASHION AZALEA D 0 TAIWAN DWARF IXORA ui ui © INDIAN HAWTHORNE 0 DWARF VARIEGATED GINGER 0 VARIEGATED CROTON PETRA w vvvvvvv v o 0 0 0 0 o EVERGREEN GIANT LIRIOPE vvvvvvv 0000000 ROYAL PURPLE LIRIOPE BAHIA SOD INTERIOR LANDSCAPING DESIGNATION NOTES 1. SEE CIVIL PLANS FOR PROPOSED STRUCTURES, UTILITIES, RETAINING WALLS, TREE REMOVAL AND TREE PROTECTION INFORMATION. 2. PROPOSED SITE LIGHTING SHALL BE AUTOMATICALLY CONTROLLED TO TURN -OFF WHEN BUSINESSES ARE CLOSED. REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTNING ELECTRICAL PLAN. 3. PROPOSED STORMWATER POND SHALL BE SODDED WITH ARGENTINE BAHIA. ALL REMAINING AREAS ARE TO BE GROUNDCOVER, UNLESS OTHERWISE SHOWN ON PLANS. 4. SVE PLAN SHEET L -2 FOR ADDITIONAL LANDSCAPE DETAILS AND NOTES 4' WOOD F- NGE ............ ........ .........� ......... 6' CI -IAIN ;.r.K FcNCE: -- - ....0 .......... .......... .. ' OF 0 ONE Sl'ORY MASONRY 42070 MOWTOR INELL I EX. wm EX. WM EX. SAN EX. SAN R EX. SAN ry a EX. OHP _._..., Y .._— .......... EX. 0HP......• ..................................... ............................... EX. OHP - -= =.._ `� __ F ...0 PROPOSED PLANTING MATERIAL SYMBOLI QTY. I COMMON NAME I BOTANICAL NAME MINIMUM SPECIFICATIONS VISI TREES QV 10 SOUTHERN LIVE OAK QUERCUS VIRGINIANA MIN 12' HT. 4' SPR., 3" MIN. CAL, 30 GAL., FULL, FLORIDA FANCY MG 8 'LITTLE GEM' SOUTHERN MAGNOLIA MAGNOLIA GRAND IFLORA'LITTLE GEM' MIN 12' HT. 4' SPR., 3" MIN. CAL, 30 GAL., FULL, FLORIDA FANCY UA 5 WINGED ELM ULMUS ALATA MIN 12' HT. 4' SPR., 3" MIN. CAL, 30 GAL., FULL, FLORIDA FANCY LI 16 CRAPE MYRTLE LAGERSTROEMIA INDICA MIN 8' HT. 4' SPR., 2" MIN. CAL, 20 GAL., FULL, FLORIDA FANCY MC 15 WAX MYRTLE MYRICA CERIFERA MIN 8' HT. 4' SPR., 2" MIN. CAL, 20 GAL., FULL, FLORIDA FANCY RR 30 ROYAL PALM ROYSTONEA REGIA j 10', 12', 14' C.T., STRAIGHT TRUNK, BOOTED, 3'X3' ROOTBALL, FLORIDA FANCY SHRUBS HR 294 CHINESE HIBISCUS HIBISCUS ROSA -SINE SfS_.:::::...... : : :: : : :: :.. ..:::::::::::......: 24 "..k}T : (.,12 "::SPR:; : :3�:-GAL_,:f ED -:Afsf - - LQWT =RS; Ftf�RTDA FANCY, 36" O.C. VN 243 DWARF YAUPN HOLLY ILEX VOMITORIA' NA ) kF.....: ::::..............- .....::::_. ... . .." 0 TD 248 FAKAHATCHEE GRASS TRIPSACUM DACTYLOIDES 24" HT. X 12" SPR.' 3 GAL., FULL, FLORIDA FANCY, 30" O.C. Al 130 FASHION AZALEA AZALEA INDICA' FASHION' 18" HT. X 12" SPR.' 3 GAL., FULL, FLORIDA FANCY, 30" O.C. IT 168 TAIWAN DWARF IXORA IXORA' TAIWAN DWARF' 18" HT. X 12" SPR.' 3 GAL., RED AND PINK FLOWERS, FLORIDA FANCY, 30" O. . RI 185 INDIAN HAWTHORNE RHAPHIOLEPIS INDICA 18" HT. X 12" SPR.' 3 GAL., FULL, FLORIDA FANCY, 30" O.C. AZ 183 DWARF VARIEGATED GINGER ALPINIA ZERUMBET'VARIEGATA NANA' 24" HT. X 12" SPR.' 3 GAL., FULL, FLORIDA FANCY, 30" O.C. CP 63 SWAMP LILY CRINUM PEDUNCULATUM 24" HT. X 12" SPR.' 3 GAL., FULL, FLORIDA FANCY, 36" O.C. CV 94 CROTON PETRA CODIAEUM VARIEGATUM'PETRA' 18" HT. X 12" SPR.' 3 GAL., FULL, FLORIDA FANCY, 30" O.C. SR 10 BIRD OF PARADISE STRELITZIA REGINAE 24" HT. X 12" SPR.' 3 GAL., FULL, FLORIDA FANCY, 30" O.C. GROUND COVER RL ROYAL PURPLE LIRIOPE LIRIOPE MUSCARI 'ROYAL PURPLE' 6" SPR., MIN. 4 RUNNERS, 1 GAL., FULL, FLORIDA FANCY, 18" O.C. GL -w� EVERGREEN GIANT LIRIOPE LIRIOPE MUSCARI 'EVERGREEN GIANT' 6" SPR., MIN. 4 RUNNERS, 1 GAL., FULL, FLORIDA FANCY, 18" O.C. PN ** ARGENTINE BAHIA SOD PASPAIUM NOTATUM'ARGENTINE' 12 "x24" RECTANGLES, WELL MATTED, SAND GROWN I UK 0171ALL tst Kt0t'UN,5IbLt t-UK t51 IMA I IN(3 QUANTITIES. _--- --------------- - - - - -- EX. OHP CORNELL EE (NOT CONSTRUCTED) 31LITY TRIANGLE ULF TO BAY BOULEVARD EX. 0HP ---- ------- --------- - - - - -- s I 1 I FHA — ....................... EX. OHP —i rn.......... .. i p i 1 ; i PN771 i .« I x f m X111► i� ►y 0000 1i LANDSCAPE DATA I - PERIMETER BUFFER: ONE (1) TREE PER 35 FT IT i ,a TREES REQUIRED: (296 FT + 196 FT + 232 FT + 260 FT) / 35 = 28 EXISTING TREES TO REMAIN: 6 (SHADE TREES) Lv15IBILITYTRIANGLE ' A PROPOSED TREES: 23 (SHADE TREES I I � ) TREES PROVIDED: 6 +23 =29 1 j SHRUBS REQUIRED: 100% REQUIRED SHRUBS: (296 FT + 196 FT + 232 FT + 260 FT) / 3 = 328 SHRUBS PROVIDED: 509 I - INTERIOR LANDSCAPE: MINIMUM 1 TREE PER ISLAND. OR 1 TREE PER 150 SF OF REQUIRED GREENSPACE jOtt MINIMUM OFF - STREET PARKING SPACES REQUIRED: 103 SPACES TOTAL OFF - STREET PARKING SPACES PROVIDED: 77 SPACES VEHICULAR USE AREA (V.U.A.): 33,551 SF I INTERIOR LANDSCAPE AREA REQUIRED: 3,355 SF (10% OF V.U.A.) INTERIOR LANDSCAPE AREA PROVIDED: 5,338 SF IT TREES REQUIRED: 14 ISLANDS / 1 TREE PER ISLAND = 16 OR ONE (1) 7 j TREE PER 150 SF OF REQUIRED INTERIOR LANDSCAPE AREA = 3,355 /150 = 22 EXISTING TREES TO REMAIN: 2 (SHADE TREES) TREES PROPOSED: 16 (29 ACCENT TREES AT A RATIO 2:1) m I (3 PALM TRESS AT A RATIO 3:1) j M 35 INTERIOR TREES PROVIDED: 2 +16= 18 x "" INTERIOR LANDSCAPE SHRUB AREA REQUIRED: 50% REQUIRED t t j GREENSPACE IT Lij 3,355 SF x 50% = 1,667 SF 7 > INTERIOR LANDSCAPE SHRUB AREA PROVIDED: 50% O I 5,338 SF x 50% = 2,669 SF RL - FOUNDATION PLANTING: 100% OF A BUILDING FACADE WITH FRONTAGE pZ I tit I ALONG RIGHT -OF -WAY. TWO ACCENT TREES OR THREE PALM TREES FOR 37 I ;t' EVERY 40 LINEAR FEET OF BUILDING FACADE AND ONE SHRUB FOR EVERY 20 SQUARE FEET. Qv t BUILDING FACADE ALONG PUBLIC RIGHT -OF -WAY: 181 + 76 + 181 = 438 FT 5 I� TREES REQUIRED: 11 IT 1 (438 FT / 40 FT = 11) 7 I ( TREES PROVIDED: - 9 (27 PALM TREES AT 3:1 RATIO) 35 _ - NO FOUNDATION PLANTING IS PROVIDED ALONG 35 GUNN AVENUE. IT t PLANTING AREA REQUIRED: 7 (181 FT x 5FT) +(76 FT x 5 FT) +(181 FT x 5 FT) = 2,190 SF HR it SHRUBS REQUIRED: 50% x 2,190 SF = 1,095 SF R8 I (1,095 SF / 20 SF = 55) .« PLANTING AREA PROVIDED: 1,517 SF vN I SHRUBS PROVIDED: 71 27 I f is 1 tl IT 7 I { m tt EX. WN,4 ..................... EX. of-iP EXISTING ON -SITE TREES QUANITY COMMON NAME 1 4" LIVE OAK 2 8" LIVE OAK 1 6",7", 8" LIVE OAK 1 36" LIVE OAK 1 34" LIVE OAK 1 20" LIVE OAK 1 5",8" CEDER 1 9" CEDER 4t5 HUUNJ BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 OFF -SITE TREES NEAR PROPERTY QUANITY COMMON NAME 1 10 ", 13" LIVE OAK 1 5" LIVE OAK 1 5" SLASH PINE 1 6" SLASH PINE co z 0 CD w W� 0 U m Z REC1 P/ED w -° in w Q AUG 13 �� : a.�;I' J 0 U) cu PLANNING DEPARTMM, F:1 ti z CITY OF CLEARWWFr o cu a� coU r- ;a; C7 0 0 0 0 o m m m m m m m z w U L m > z LI z YOf -w� LLI 7 j a � O Q U Q 0� W z LLI Z U >M Q J?Q m W O �— Q J W m V- Q n/ O w U I.d� I- F- W Q 0 � z W I- O Q W Q W o J 0� c°�0 U a (D M , Z Z c%) M W W r; _ W W N N Z Z c` i . X U' N F- LL Z Z z° J W ° U �..� ca _ ®\ �- N Q L a 1111 0 o (' cu L) W I� U C� Z W W Z_ (D Z W J_ U r LO CL CD } M Z ORIGINAL m Z REC1 P/ED -° in 2 �� Q AUG 13 �� : a.�;I' J U) cu PLANNING DEPARTMM, U z CITY OF CLEARWWFr o cu a� coU © COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 58626 BRAULIO GRAJALES FL Registration No. Professional Engineer Sign Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER GENERAL LANDSCAPING NOTES 1. THE LANDSCAPE CONTRACTOR SHALL CAREFULLY REVIEW THE LANDSCAPE SPACIFICATIONS. THE WORK SHALL CONSIST OF THE FURNISHING AND INSTALLATION OF ALL PLANT MATERIALS AS SHOWN ON THE LANDSCAPE PLANS AND DETAILS. THE WORK SHALL INCLUDE, THE SUPPLYING OF ALL PLANT MATERIAL SPECIFIED, THE FURNISHING OF LABOR, EQUIPMENT, AND MATERIALS CALLED FOR, AND PERFORMING ALL OPERATIONS IN CONNECTION WITH THE LANDSCAPE INSTALLATION AS SHOWN ON THESE CONSTRUCTION DOCUMENTS. FURTHER, THE WORK SHALL INCLUDE THE MAINTENANCE OF ALL PLANTS, PLANTING AREAS, AND SOD UNTIL ACCEPTANCE BY THE OWNER AND THE FULFILLING OF GUARANTEE PROVISIONS SPECIFIED HEREON. 2. ALL PLANT MATERIALS SHALL BE GRADE FLORIDA # 1 OR BETTER AS OUTLINED UNDER GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, FLORIDA DIVISION OF PLANT INDUSTRY, AND SHALL CONFORM TO ANSI STANDARDS FOR NURSERY STOCK (ANSI Z60.1- LATEST EDITION). 3. ALL PLANTS SHALL BE CONTAINER GROWN, UNLESS OTHERWISE NOTED. 4. ALL PALMS AND TREES SHALL HAVE STRAIGHT TRUNKS WITH NO TWISTS, KNOTTING, OR OTHER DEFFECTIVE CHARACTERISTICS. 5. ALL PLANTING BEDS AND SINGLE TREES AND PALMS SHALL BE MULCHED WITH RECYCLED HARDWOOD MULCH INSTALLED TO A MINIMUM OF 3" THICK IN ALL PLANTING AREAS. 6. SOD SHALL BE INSTALLED WITH TIGHT JOINTS, ROLLED AND FERTILIZED AT TIME OF INSTALLATION. SOD SHALL BE 95% WEED FREE. THE SOD SHALL BE TAKEN UP IN RECTANGLES PREFERABLY 12" X 24" AND SHALL BE FRESH AND UNINJURED AT THE TIME OF PLANTING. SOD SHALL HAVE A SOIL MAT OF SUFFICIENT THICKNESS ADHERING FIRMLY TO THE ROOTS TO WITHSTAND ALL NECESSARY HANDLING. THE SOD SHALL BE SHADED AND KEPT MOIST UNTIL IT IS PLANTED. DUMPING FROM VEHICLES SHALL NOT BE PERMITTED. DAMAGED SOD WILL BE REJECTED. SOD SHALL BE LAID WITHIN 48 HOURS AFTER TIME OF HARVESTING OR SOD SHALL BE KEPT DAMP UNTIL PLANTED. SOD THAT APPEARS DISEASED, INSECT INFESTED AND /OR DISCOLORED SHALL NOT BE ACCEPTED. 7. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONFLICT IN PLANS PRIOR TO PERFORMING ANY WORK IN THE AFFECTED AREA. 8. ALL PLANT MATERIALS SHALL BE AS SPECIFIED ON THE LANDSCAPE PLAN. MATERIALS, LABOR OR INSTALLATION TECHNIQUES THAT DO NOT ADHERE TO THE SPECIFICATIONS SHALL BE REJECTED BY THE OWNER'S REPRESENTATIVE AND PROPER REPLACEMENT SHALL BE CARRIED OUT BY THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST. 9. SUBSTITUTIONS OF MATERIALS OR CHANGES TO THE DRAWINGS OR SPECIFICATIONS ARE STRICTLY PROHIBITED. ALL DIMENSION SHALL BE FIELD - CHECKED BY THE LANDSCAPE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCY SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S REPRESENTATIVE. 10. ALL PERMITS NECESSARY ARE TO BE PROVIDED BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED IN THE SPECIFICATIONS. 11. THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL NECESSARY SITE PREPARATION FOR PLANTING AS SPECIFIED. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH DO NOT REPRESENT SUCH AN INSTALLATION. 12. ALL PROPOSED LANDSCAPE AND SOD AREAS CONTAINING WEEDS SHALL BE TREATED WITH ROUND -UP PER MANUFACTURER'S SPECIFICATIONS. 13. SOILS FOR ALL PLANT MATERIALS SHALL BE SUITABLE WITH REGARDS TO pH, SOIL TEXTURE, AND SOIL STRUCTURE. PLANTING SOIL FOR ALL PLANT MATERIALS SHALL CONSIST OF TWO (2) PARTS TOPSOIL, ONE (1) PART CLEAN SAND AND ONE (1) PART COMMERCIAL COMPOST (CONSOLIDATED RESOURCE RECOVERY SCREENED YARD MULCH FINES OR APPROVED EQUAL). PLANTING SOIL MIXTURE SAMPLE SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR APPROVAL. NO PLANTING SHALL OCCUR UNTIL PLANTING SOIL IS APPROVED. 14. APPLY PRE - EMERGENT CHEMICAL WITH A PROPERLY CALIBRATED GRANULAR APPLICATOR AFTER INITIAL PLANTINGS HAVE BEEN COMPLETED. APPLY AT THE MANUFACTURER'S RECOMMENDED RATE PER PLANTED AREA SPECIFIED. DO NOT APPLY PRE - EMERGENT CHEMICAL DIRECTLY ON PLANT MATERIAL. 15. ALL PLANT MATERIALS SHALL BE PLANTED WITH TERRA -SORB AG, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION FOR THE RATE OF APPLICATION. 16. NEW LANDSCAPING SHALL BE PROTECTED FROM VEHICULAR MOVEMENT BY WHEEL STOPS OR OTHER SUITABLE BARRIER. 17. PROPOSED TREES SHALL NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASEMENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THE CONTRACTOR SHALL BE FULLY ACQUAINTED WITH THE RELATED PAVING, SITE GRADING, WATER SUPPLY, ELECTRICAL SUPPLY, AND OTHER UTILITIES TO PREVENT ANY MISUNDERSTANDING AND TO FACILITATE LANDSCAPE INSTALLATION. CALL THE SUNSHINE STATE ONE CALL 1- 800 - 432 -4770 PRIOR TO ANY CONSTRUCTION FOR UTILITY COORDINATION. IN ADDITION, NOTIFY THE OWNER A MINIMUM OF 72 HOURS IN ADVANCE OF CONSTRUCTION TO IDENTIFY UTILITY LINE LOCATIONS. 18. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES AND PALMS FOR A PERIOD OF ONE (1) YEAR, ALL SHURBS AND GROUNDCOVER FOR SIX (6) MONTHS AND ALL SOD FOR 90 DAYS. GUARANTEE PERIOD SHALL BEGIN UPON FINAL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. 19. UPON NOTIFICATION BY THE OWNER OR THEIR REPRESENTATIVE, THE LANDSCAPE CONTRACTOR SHALL REPAIR OR REPLACE DEFICIENCIES WITHIN 10 WORKING DAYS. 20. ALL PLANT MATERIALS AND SOD SHALL BE WATERED BY THE LANDSCAPE CONTRACTOR FROM INITIAL PLANTING TIME UNTIL FINAL ACCEPTANCE BY OWNER'S REPRESENTATIVE. 21. THE LANDSCAPE CONTRACTOR SHALL CLEAN UP AND REMOVE ALL SURPLUS AND DISCARDED MATERIALS AND RUBBISH FROM CONSTRUCTION, ON A DAILY BASIS. 22. FINAL INSPECTION SHALL NOT TAKE PLACE UNTIL ALL MATERIALS ARE PLANTED /INSTALLED CORRECTLY. THE CONTRACTOR SHALL REQUEST A FINAL INSPECTION BY OWNER'S REPRESENTATIVE IN WRITING. 23. THE LANDSCAPE CONTRACTOR SHALL BE NOTIFIED IN WRITING OF FINAL ACCEPTANCE WITHIN TEN DAYS AFTER FINAL INSPECTION OR TEN DAYS AFTER REINSPECTION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A NOTARIZED LETTER OF WARRANTY TO THE OWNER PRIOR TO FINAL ACCEPTANCEE. 24. UPON NOTICE OF FINAL ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE AND THE CONTRACTOR'S WARRANTY PERIOD BEGINS. NUISANCE TREE ERADICATION NOTES: 1. THE CONTRACTOR SHALL ERADICATE ALL NUISANCE TREE SPECIES (DEFINED AS TREE SPECIES LISTED IN THE FLORIDA EXOTIC PEST TREE COUNCIL'S LIST OF INVASIVE SPECIES - LATEST EDITION) OCCURRING ON THE PROJECT SITE. THESE SPECIES INCLUDE, BUT ARE NOT LIMITED TO, BRAZILIAN PEPPER (SCHINUS TEREBINTHIFOLIUS), PUNK TREES (MELALEUCA QUINQUENERVIA OR MELALEUCA LEUCODENDRON), AUSTRALIAN PINE (CASUARINA EQUISETIFOLIA) AND CHINESE TALLOW (SAPIUM SEBIFERUM). CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND ERADICATING ALL NUISANCE SPECIES ON SITE. HAND REMOVAL SHALL BE REQUIRED IF NUISANCE TREE SPECIES ARE ADJACENT TO PROTECTED TREE SPECIES. SHOULD SAID REMOVAL CREATE A POTENTIAL FOR EROSION, THE AREA SHALL BE RESTABILIZED WITH SUITABLE MATERIAL. 2. ALL TREES LARGER THAN ONE (1) INCH DBH (DIAMETER AT BREAST HEIGHT) SHALL BE CUT WITHIN SIX (6) INCHES OF EXISTING GRADE. ALL STUMPS SHALL BE TREATED WITH HERBICIDE WITHIN ONE HOUR OF CUTTING. HERBICIDE SHALL BE MIXED WITH MARKER DYE TO ENSURE THAT ALL STUMPS ARE TREATED. TREE BIOMASS SHALL BE REMOVED AND DISPOSED OF AT AN OFF -SITE LOCATION IN STRICT ACCORDANCE WITH THE FLORIDA DEPARTMENT OF' ENVIRONMENTAL PROTECTION. 3. TREES SMALLER THAN ONE (1) INCH DBH AND SEEDLINGS SHALL BE TREATED IN -SITU WITH A FOLIAR SYSTEMIC HERBICIDE. CARE SHALL BE TAKEN TO AVOID OVERSPRAY ON DESIRABLE VEGETATION. REMOVE DEAD BIOMASS. 4. THE CONTRACTOR SHALL PERFORM QUARTERLY INSPECTIONS OF TREATED AREAS AND RE -TREAT AS NEEDED TO ELIMINATE REGROWTH OF NUISANCE TREE SPECIES. TREE & SHRUB PLANTING NOTES 1. ALL REQUIRED TREES SHALL BE A MINIMUM OF 12' HIGH, 3" CALIPER AT TIME OF PLANTING, UNLESS OTHERWISE INDICATED IN THE SPECIFICATIONS. 2. THE ROOT MASS OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT ACCEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES, THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 3. SUPPORTING APPARATUS SHALL BE REMOVED AFTER ONE (1) COMPLETE GROWING SEASON. FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS / STEMS TO PREVENT CAMBIAL DAMAGE. 4. PLANTING HOLES SHALL BE A MINIMUM OF 18 -24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS SHALL BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF TREES / SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. SHRUBS AND HEDGES 1. SHRUBS SHALL BE MINIMUM 3 GALLON CONTAINER GROWN 24 INCHES IN HEIGHT, MEASURED ABOVE ADJACENT PAVEMENT SURFACES REQUIRED TO BE BUFFERED AND /OR SCREENED, AND SPACED 30 INCHES ON CENTER, UNLESS OTHERWISE NOTED ON THE LANDSCAPE PLAN. 2. PLANTS SHALL BE 36 INCHES IN HEIGHT ONE YEAR AFTER PLANTING, AND MAINTAINED AT 36 INCHES, EXCEPT FOR VISIBILITY AT INTERSECTIONS AND WHERE PEDESTRIAN ACCESS IS PROVIDED. 3. HEDGES AS REQUIRED IN BUFFERS SHALL BE PLANTED IN ROWS AND MAINTAINED SO AS TO FORM A CONTINUOUS UNBROKEN VISUAL SCREEN WITHIN ONE YEARS TIME OF INSTALLATION EXCEPT WHERE STREET VISIBILITY IS REQUIRED BY CODE. A VISIBILITY TRIANGLE SHALL BE AT LEAST 20 FEET ALONG THE ABUTTING RIGHT -OF -WAY LINES MEASURED FROM THE POINT OF INTERSECTION. THE THIRD SIDE OF THE TRIANGLE SHALL BE A LINE CONNECTING THE ENDS OF THE OTHER TWO SIDES. GROUNDCOVER 1. GROUND COVERS SHALL BE INSTALLED IN A MANNER WHICH REPRESENTS A FINISHED APPEARANCE AND COMPLETE COVERAGE. 2. STONE, GRAVEL, OR ARTIFICIAL GROUND COVER SHALL NOT BE UTILIZED IN THE LANDSCAPE AREA. 1. A THREE (3) INCH LAYER OF RECYCLED HARWOOD MULCH SHALL BE PLACED AROUND ALL NEWLY INSTALLED TREES, SHRUBS, AND GROUND COVER PLANTINGS. 2. EACH TREE AND SHRUB SHALL HAVE A RING OF RECYCLED HARWOOD MULCH 24 INCHES BEYOND ITS TRUNK IN ALL DIRECTIONS. IN ORDER TO PREVENT FUNGAL INFECTION MULCH SHALL BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. IPS BEETLE PROTECTION 1. ENVIRONMENTAL MANAGEMENT RECOMMENDS THAT AN APPROVED INSECTICIDE BE APPLIED TO ALL PINES REMAINING FOR PROTECTION AGAINST THE PROMINENT IPS PINE BEETLE. THE OCCURENCE OF THIS BEETLE IS INITIATED THROUGH A PINE'S STRESSED CONDITION WHICH MAY READILY RESULT FROM VARIOUS FORMS OF GROUND DISTURBANCE. THE APPLICATION OF AN INSECTICIDE IS RECOMMENDED PRIOR TO CONSTRUCTION ACTIVITY. FERTILIZATION TREES AND SHRUBS ALL TREES AND SHRUBS SHALL BE FERTILIZED WITH "AGRIFORM" 20 -15 -5 PLANTING TABLETS AT THE TIME OF PLANTING AND PRIOR TO PIT BACKFILLING. TABLETS SHALL BEPLACED UNIFORMLY AROUND THE ROOT BALL AT A DEPTH THAT IS BETWEEN THE MIDDLE AND THE BOTTOM OF ROOT BALL. APPLICATION RATE: 1 GALLON CONTAINER: 1 -21 GRAM TABLET 3 GALLON CONTAINER: 2 -21 GRAM TABLETS 5 GALLON CONTAINER: 3 -21 GRAM TABLETS 7 GALLON CONTAINER: 4 -21 GRAM TABLETS TREES: 3 -21 GRAM TABLETS PER EACH 1/2" CALIPER OF TRUNK PALMS: 7 -21 GRAM TABLETS GROUNDCOVER AREAS ALL GROUNDCOVER AREAS SHALL RECEIVE FERTILIZATION WITH "OZMOCOTE" TIME RELEASE FERTILIZER PER MANUFACTURER'S SPECIFICATIONS. IRRIGATION NOTES 1. PURSUANT TO SECTION 3- 1202.C.1 FROM CITY OF CLEARWATER CODE OF ORDINANCE, FOR MULTIFAMILY AND NONRESENDITAL PROPERTIES AN AUTOMATIC PERMANENT IRRIGATION SYSTEM PROVIDING COMPLETE WATER COVERAGE FOR ALL REQUIRED AND OTHER LANDSCAPING MATERIALS SHALL BE PROVIDED AND MAINTAINED AS A FULLY FUNCTIONING SYSTEM IN ORDER TO PRESERVE THE LANDSCAPING IN A HEALTHY GROWING CONDITION. 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER DEMAND AREAS, SUCH AS PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. BAHIA SOD AREAS WILL BE NON - IRRIGATED. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. 6. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM, WHEN ADEQUATE RAINFALL HAS OCCURRED. 7. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DISTRIBUTION SYSTEM FOR IRRIGATION SHALL NOT BE CONNECTED TO COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMONSTRATED THAT THESE SOURCES ARE NOT AVAILABLE. IF THE IRRIGATION SYSTEM IS CONNECTED TO A POTABLE WATER SOURCE, A BACK FLOW PREVENTER SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND ORDINANCES. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE PROPOSED IRRIGATION SYSTEM DESIGN FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. COST OF IRRIGATION SHOP DRAWINGS SHALL BE INCLUDED IN PRICE BID FOR IRRIGATION. 8. THE IRRIGATION SYSTEM SHALL HAVE PURPLE COLOR PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. r NO WORK IN THIS �(J TREE BARRICADE /EROSION I (� CONTROUROOT PRUNING LIMITS. �� LOCATE PER PLANS. EXISTING GRADE VARIES TREE ROOTS NOTES: 1. SLOPE FROM TREE BARRICADE TO BACK OF CURB OR PAVING AT 3:1 MAX. 2. ROOT PRUNING MAY BE PERFORMED BY MACHINERY DESIGNED SPECIFICALLY FOR TRENCH ROOT PRUNING. 3.ROOT PRUNING AND TREE TRIMMING SHALL BE PERFORMED BY AN INTERNATIONAL SOCIETY OF ARBORICULTURE CERTIFIED ARBORIST. =1 1= \ 14" ITYP ROOT PRUNING DETAIL NTS TREES FROM 2" -3 112" DIA. TREE PLANTING DETAIL NTS z 0 a U cn W 0 cn z 0 (n NG WHEN w w :D FINISH GRADE 11 =1 I (( I- :::::::::. ) U `\ ! ::: SPECIFIED PLANTING MIX -I 1 I =1 11= _ _ _ WATER & TAMP TO -III - - III -111 REMOVE AIR POCKETS I1 �= III - 111-111 -III- III- 1_=1 NOTE: U-1 11 STAKE TO FIRST BRANCF -1 AS NECESSARY FOR -1 I I -1 I I -1 w ZZ 2 X BALL DIA. WIRE SHALL NOT TOUCH EXISTING SOIL OR RUB ADJACENT 0 TRUNKS OR BRANCHES MULTI -TRUNK TREE STAKING V >M Z3 ti ! w =o cy) z 1- o 0 0 0 C7 D o m m m m 'ISTING SUBSOIL o 0 m w � Q m w �O Q w J 2" DIA. TREATED TIMBER STAKES U p Lu m Z LU > DRIVEN FIRMLY A MINIMUM OF LLI C7 Y O ZED BACKFILL 16" INTO THE SUBGRADE O U) w a PRIOR TO BACKFILLING W cn cn 0 0 U 2 STRAND 3mm GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 -9" 3" MULCH FROM TOP OF STAKE FORM SAUCER WITH 2 WIRE SUPPORTS SHALL BE 3" CONTINUOUS RIM -� BRAN O ES MAIN STRUCTURAL -I 11 =1 -I 1 1-11 11 =1 I (( I- :::::::::. ) I I I =1 I I =1 11-' 1 11=1 I I -1 I' -' `\ ! ::: SPECIFIED PLANTING MIX -I 1 I =1 11= _ _ _ WATER & TAMP TO -III - - III -111 REMOVE AIR POCKETS I1 �= III - 111-111 -III- III- 1_=1 NOTE: I M 111 -111-1 111111 11 STAKE TO FIRST BRANCF -1 AS NECESSARY FOR -1 I I -1 I I -1 FIRM SUPPORT ZZ 2 X BALL DIA. WIRE SHALL NOT TOUCH EXISTING SOIL OR RUB ADJACENT TRUNKS OR BRANCHES MULTI -TRUNK TREE STAKING CIGAR CUT PALM BUD AND FRONDS PALM FROND BOOTS TO REMAIN INTACT N=- PREPARED BACKFILL (See Note # 7) I_I _ SET ROOTBALL ON UNDISTURBED SOIL. III MIN. 36" ROOTBALL DIAMETER. NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. TYPICAL PALM TREE PLANTING NTS EXISTING GROUND /GRADE HAND EXCAVATED ROOT PRUNING TRENCH. SEVER ROOTS CLEANLY AND TREAT WITH FUNGICIDE, BACKFILL WITH APPROVED SOIL MIX. HAND PRUNE 1" DIAMETER ROOTS AND LARGER TO LIMIT OF CUT. SEVERE ROOTS WITH A SHARP CUTTING TOOL - NO TEARS, OR JAGGED ENDS PERMITTED. TREE BARRIO LOCATE PER F EROSION COP (SEE PLANS F LOCATIONS) 2" X 2" VERTICAL WOOD STAKES WITH HIGH - VISIBILITY, HIGH DENSITY POLYETHYLENE FENCE AS NOTED ON THE PLANS. DURING LAND ALTERATION AND CONSTRU( ACTIVITIES, IT SHALL BE UNLAWFUL TO REP BY GRUBBING OR TO PLACE SOIL DEPOSIT, DEBRIS, SOLVENTS, CONSTRUCTION MATEI MACHINERY OR OTHER EQUIPMENT OF AN) KIND WITHIN THE DRIPLINE OF A TREE OR EXISTING VEGETATION TO BE RETAINED OP UNLESS OTHERWISE NOTED. ALL BARRIERS SHALL BE INSPECTED AND APPROVED BY THE CITY OF CLEARWATER PRIOR TO ANY CLEARING ACTIVITY AND SH REMAIN IN PLACE UNTIL LAND ALTERATION CONSTRUCTION ACTIVITIES ARE COMPLET FINAL INSPECTION APPROVAL. EXI6 NTS SHRUB PLANTING DETAIL NTS CONTRACTOR MAY SUBSTITUTE OTHER BARRIER TYPES WITH CITY OF CLEARWATER APPROVAL. ORIGINAL RECEIVED AUG 13 2001 PLANNING DEPARTMENT CITY OF CLEARWATER 40 MUUttJ BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 TREE BARRICADE DETAIL NTS 2" x 4" WOOD CLEAT z(3) (3) 2" X 4" WOOD BRACE J(Wire to tree) U ro 3"-4" SOIL SAUCER Y z 3" MULCH LAYER 0 (3) 2" X 4" X 30" WOOD STAKE ZZ oesw EXISTING SOIL - I I I -lit N=- PREPARED BACKFILL (See Note # 7) I_I _ SET ROOTBALL ON UNDISTURBED SOIL. III MIN. 36" ROOTBALL DIAMETER. NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. TYPICAL PALM TREE PLANTING NTS EXISTING GROUND /GRADE HAND EXCAVATED ROOT PRUNING TRENCH. SEVER ROOTS CLEANLY AND TREAT WITH FUNGICIDE, BACKFILL WITH APPROVED SOIL MIX. HAND PRUNE 1" DIAMETER ROOTS AND LARGER TO LIMIT OF CUT. SEVERE ROOTS WITH A SHARP CUTTING TOOL - NO TEARS, OR JAGGED ENDS PERMITTED. TREE BARRIO LOCATE PER F EROSION COP (SEE PLANS F LOCATIONS) 2" X 2" VERTICAL WOOD STAKES WITH HIGH - VISIBILITY, HIGH DENSITY POLYETHYLENE FENCE AS NOTED ON THE PLANS. DURING LAND ALTERATION AND CONSTRU( ACTIVITIES, IT SHALL BE UNLAWFUL TO REP BY GRUBBING OR TO PLACE SOIL DEPOSIT, DEBRIS, SOLVENTS, CONSTRUCTION MATEI MACHINERY OR OTHER EQUIPMENT OF AN) KIND WITHIN THE DRIPLINE OF A TREE OR EXISTING VEGETATION TO BE RETAINED OP UNLESS OTHERWISE NOTED. ALL BARRIERS SHALL BE INSPECTED AND APPROVED BY THE CITY OF CLEARWATER PRIOR TO ANY CLEARING ACTIVITY AND SH REMAIN IN PLACE UNTIL LAND ALTERATION CONSTRUCTION ACTIVITIES ARE COMPLET FINAL INSPECTION APPROVAL. EXI6 NTS SHRUB PLANTING DETAIL NTS CONTRACTOR MAY SUBSTITUTE OTHER BARRIER TYPES WITH CITY OF CLEARWATER APPROVAL. ORIGINAL RECEIVED AUG 13 2001 PLANNING DEPARTMENT CITY OF CLEARWATER 40 MUUttJ BEFORE YOU DIG "CALL SUNSHINE" 1- 800 - 432 -4770 TREE BARRICADE DETAIL NTS ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER IN SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 0 58626 BRAULIO GRAJALES L2 FL Registration No. Professional Engineer Slgn Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER Q �"- w 0 � oesw w V >M �-- O ! w =o cy) z m W �-. Q m LL- U Ow �� 0 w � Q z w �O Q w J U a ©COPYRIGHT 2007 THIS DRAWING IS THE PROPERTY OF HIGH POINT ENGINEERING, INC. UNDER IN SHEET: CIRCUNSTANCES MAY THIS DRAWING BE REPRODUCED, PUBLISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM HIGH POINT ENGINEERING, INC. 0 58626 BRAULIO GRAJALES L2 FL Registration No. Professional Engineer Slgn Date COPY OF THIS PLAN IS NOT VALID UNLESS SIGNED, SEALED AND DATED BY THE PROFESSIONAL ENGINEER ------------____._ ........__- ._-------- -- -- ---- -_ - - -- ............ ........................... ........ ..............___._.... ------- ---- ------------ .............................................................. ............ ............ .......--.....-_°------..... ................... ............ i h '� -f ! q c ._..{.... ...... ..... - -. -- ri �� _... -._. _ .... I ,QORNELL STREET �- .. -- - - - -- _ ... ._. .... . -- - -- 1 °:" (NOT CONSTRUi ZED) �° + TREE TREE BARRICADES • BARRICADES + - \� �� � !• EX. SWALE \ '"�,.. -i ^. \v TREE a _ f'`, EX. SWAL.E tt" • - , ��' 'r,;�ux ~FN`... ..(I. [!. {�� ^� TREE { • •` -- •' : �• BARRICADES '\' _ .- �. \ � nM. TREE _ ' r• BARRICADES -'j \, :. �) 1 ' 1 :� \ `@ �U c , J n Jn \ f 6e 00 o / 6. h.0• 0 � , e . A ®s . © . 47m c .• '< e . a m v Fcn�i G . t) y �s�• -.� y " . \ ! , ) 75.1 x0 '\ • J<�4.60 74.8p' 7 50 75.3 4.1 " 75.50 ' rc cx 76. Lolo 76.00 x 78.00 75.00 75.00 7 5.50 74.00 74.00 V8,25- x 0 78 8.45 78.10 ROOT PRUNV 5 ) { s tl l I \�•• v• J 75,60 73.00 73.00 73.00 x 73.00 IROOTPRUNEI 78.00 77.70 x77.55 x 78.80 77.10 R TREE cw P BARRICADES ELEVATE CA1 PY CONCRETE LINTEL 7660 77.3 TO 14' DESIGNED BY OTHERS MINIMUM SPAI &FT L. �v y� _ •,,�' 7 WANE 3000 <_ 'Ly <,)'. \;t '',6Q, ! 73.00 -i-. 7 AEREATION SYSTEM' �,. <;) ° \�' \ ROOT PRUNE, ACH X„ x 0 x ELEVATE CANOP \, : >,�, ° I i 3 SUPPORT LOCATION 77.40 �•, : 74.80 73.00 TO 14' TREE > G 77.30 5 BARRICADES 1 v< c�: r' P e I 1 fL` .3 '.'o , ,cZ7 fiC,. {1, ,? 1 ,iY ! 75.00 tics \� �c,t "\ :\ a R S,' v4'ac)u F(- N sE l - - -.. i cti tg t \ ° - •� /� ) ' --- •- -- ,...:w ° .......:..... Rte• �' Icj c CHAT. LINK t-'ENr,E F / <,• -> /DTI /, p x '_ av .00 ,v, ^1 45 0 �. c ° �1 > \ .� 't4) -1 <' - zh V .,{. ROOT PRUNE � "t /� f ; 7 a )' 1 ' CONCRETE LINTEL �✓N` rC D A'h IVII'V ! RO© NED UM S PRU Y OT AN 1 E AT ERCU' FT ACH A.` :,.b 0 .50 77.54 77. 77.00 rh C; 10 r,4,'�D{N a O Pj •• .' G 11 o - ._.- 1 75,60 + + 578b2 '' VETAI IS AGIf. ��� WANE 3000 I a AEREATION SYSTEMS x77.5 ; �'O :''9 .� . ;' ti SUP ORT CAT ,�N 0 1. q '1 ry 85 .50 77.$5 7.60 77.45 77.60 I III i i I GOV. CC p yva' ?LU j #..... .»W.r, - �.�:.i. w.rr 1�1�- �. ...,.,�.w� T w ^F L ROOT PRUNE 25* x 78 2 78.25 ° •.: l cLt /11'll - „O 78.50 i 25 �D 1 r•'6 ". 1c Gti'vo ° ; r ", t' CONCRETE II TEL I 3v o •A l; a) ,, A �'A I f r g ®� V* ,�U 76.0, " ,b, we,p x +b ° b.1, 3v•�b_ ° .k °.`D x�b •ee:_D b • /�+, x'^b '.•'A. r v.,.9 x. b!�4J.lP. t'b� "w ,�D •" (`Cv r `D• x'.b 'd. 9• x',b ''..``�._".; y_'r '^y, 75.aa DFSIGNEp.B QTHERS ` ;�'. ��)• !a A R A' A A A A A' R' �` A a A' R' 'A' 'R' < Y:V C®''•,� A A' fa' 'A "' a' `A':, 75.80 �' ` 8 35 8. 78.35 x 2 i < - LMIIVIMU.N?PSP 18 FT l 1p* ,' �+ R .5.s } OOT •RUN T EACH : SUPPORT LO! ATION ab I G \ TRIM CANOPY TREE TRIM CANOPY �' I "'^ ' I ........... ......._-- �._--- ................._-. / c ` BARRICADES ®' ! + D TO CLEAR TO CLEAR ^ ti) i -�c}' t °j 75. % BUILDING BUILDING h +=,,• +1 TREE { e .1. + 5 BARRICADES 77.5 _> : { G + + - .......... _ _ - j �✓�J AA is <p f I F F)' 6' CHAIN LINK FEN, - - v� "' 1' ,'• b !- -4 1 ea 77,90 � ' <`) ! <^t� ,• 11 11 11 11 11 11 > 11 11 11 11 11 11 11 11 11 11 II 11 + Q &, " UNIT A UNIT B UNIT C U- T D UNITE UNIT F UNIT G UNIT H UNIT I h` : h ELEVATE CANOPY I '?' � rC!1' t)> BANK RESTAURANT RETAIL RETAIL RETAIL RETAIL RETAIL RESTAURANT RETAIL ° r� ,ry n� - To 14 RETAIL <�' Ci' \0 AREA =1,803 SF AREA =1,469 SF AREA =1,510 SF AREA =1,469 SF,^ AREA =1,469 SF AREA =1,469 SF ,REA =1,510 SF AREA =1 469 AREA =1,803 SF '° x 76.20 j r h. ^ , \+�: , .1' .n9 77 -,9 Ti).: of 7L -PE 1 . �' ` 0 n ^ D r �,. AY �A4 5� 77,80 t.,. {- •---- ,\_....---._ •+•-r \ SI -: \°J' C� !I' d- '�'� o ..� 'r', `v �' '�� �G• ° •A Ca< j r ) 1C 78.50 1-4- 77 ,; 4 ': `t..p •�:� `,� w '.,�' �A�,• 't•�C,,� £ ?G 1 r�` ry. arc• ' 'ta;r �'� C!'1 .., ,+ r\) r,� P 0 'f DRIVE -THRU ,la,' .a }. { 1.r1. t WINDOW \ <b �N , {, I a`v I 78.05 1 77.65 77,$0 • 78.30 } R I 78.35 n- :. `. . �." ` .'< � < , ". .' <A. � t (�U- ,•Q + 'A C$'L',,, •A "• is A '8.�' A' •A ri, A B' 'A' q < A • �• 'A .oC.1'" ,fry ^C.). t� , •a. , , as n , .a. , .tS � n a is ,5431 ��,'ff.A , di-°'` . < a a sa . , .5. . m o` , •a n a. , ,A a A. a a ° . +s . ❑ . •A , '\ '1 �Q:'� /�04V b, • r•'A s.`.., ,al.4l!'D, �'��b "`'7w2., db. °•,Ov x•' "A '`A !OS'!O v_•..` x.�b m•''D _x •'°b "•r'iD�:•x gib., , ,!b •x.'9 'r fb .w „V ;^V 'b; '>' ;9v x' "A 'e7V ;4V :b °".!'D. x �b � ��A.4�1'. ^ °7V�U W x° t.1i7MF f 11�(� Z� A l A n a A •'m <'A A" •'a s •'A 1, 1 A • � • A • A • A "' t; • < i a A s A � <'A . a . a. . n , 1. . m ..q, . , .ra a , n , a, , . ea . a, . A . ,a . . F . ° ,a •w . . ea . "' . . .a . S.. a m d* . < a < +> a ,a , s, , . •:a •w . Sa . ,:< . •Sb . , .a . a n , •a 'y b: P ,b_. °•"' > „x nb, v' >R, x'b' w. ^D� w b t�9��}�•,+b n °•'�D� x•�b_. °• ^ >v Y•'.K •v.`A' x .'R, �` - ,p < a, ` �A`,' ' �`<'A' . S' °' 7/'O- .iJC/� �;�A' e. R.' •'A' < . p° . ' ''A' } .•rte, A ar " ' `<9 '_hx ' �yF.O,. K3` �<9 ' 'IS. •n.h 'L. ° .�< R , A x .�A. ; y,<+. �",, D v,.. <b' • A ° .,',O .�x..• ./{'O�P:'�._I}I/V, . �,<`D_ . ' AA r ' • �<b_'-Ae•' • ^, � v 0.r' ' :+•A •A e•".`�<D' ' AA x 7a818.p3r0 v_ '.'' xX m.'�'' '^_A r •.` _ � v• _ , . s V P 76.65 .65 a76.0 830 78.30 n.90 8 $0 A 7830 7 .3x P' TT'TlTi7T�TlT'7TT'TlTi� .i \ '� � _ x .a • ..,, ' _ x.� ' _ ZZ I°� °r � r•w , .•r. r�, -'v r • r„> r 'e''>v x•�A 'A°wl' •, l�l` lD r � ,.�l� ' `b '.A�•r"�'' . .^+Dr; �� x ^' ,b I �$a2 r . ,D r "r' • : br.'.A.r rrr�� tI % HI °2 . «.�wr� y r, D ' � . ° 9 � b °. x•°` x •b _ °•`i•x• - ° -�, x �A 77.7, P _ ° e ^D '_, A.� a ' R° 0 M y 76.50 ........ rr, o 7760 'b .59, � 20 , A x7 l r'7 ! 78.D0 77 77.90 78.10 7813 78.30 7$.00 77,90 00 0-INE TFOR'Y MASONRY � m. 2U7„ {, t F,ry x t 1 Fx^ `a3 O 1 �✓ O .A 77.35, r,�Q 78.10 77.55 77.60 77,50 `t `• 1F 78,1, 78.05 77,65 77.55 L�1x 77.510 ,. •,`R 1 c��Jh f,33 GG r' `�ti '{ ci Sid ?t1ry7t40c ' Q 'i I r? I ' : \F?�CJ G2 .r`l, ,,1v3, <)• '�:� , r;' w fca• r,�" �i ' *)'` �` c,. t i> ,,w• : `." ��;' 6. 77.50 7.35 , m :, + t 77.45 x x x x P MON:IFo =t '�4 > ! 77,25 �� 77,40 77.95 1� ��o � � 1 77.60 77.50 77x .4 0 7�,.''Q : 7.55 78.1 •� � ') c 8-05 � :i• at 77.55 a 78.00 ° I t •:;�?•� o�' 6.00 • m �c'' Pa '� ' h 0rk 78.10 _+ q2 :- �` > I ,L ( IN FEET ) 1 inch = 20 ft. TREE PRESERVATION--- CONCRETE LINTEL �OD0000�'00�0 PRUNE TO CLEAR BUILDING ` ELEVATE CANOPY TO / TREE BARRICADE :,.b W.A.N.E 3000 ' ■ , W UNETRENCH + -- - -- - - - -... -- --- .... -� c.� + n, nG' L ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER BUTLER DESIGN GROUP, INC. 4203 46TH AVE N. ST PETERSBURG FL. 33714 PH 727 -521 -1684, FAX: 727 - 527 -7422, E- MAIL:bdg1 ®tampabay.rr.com CHUCK BUTLER: CERTIFIED ARBORIST FL -1235A DRAWN BY: RON BELKO CHECKED BY: CHUCK BUTLER z O Q' U E0 W D VJ z O Cl) Ill f- w ` :,.b flit W f + {• nG c` ,ego �G• �c, k 0 1. q '1 ry + - -- - -- - �ra�.. ,lc::•;y,\ , \c,,•O\ ^ta' O' n _,F--��:�,�_._._._. *Note- a certified arborist should supervise application .:- t m 0G 6< '1' o ^G\ ............. ........... •_. >..... .- .- ... -.. o .y m m m i- _ . -- ............. ............. .. :......... - .'. ". -- ............. ;d• t+ C' n• e �� _N, 1 a cl w ,Y ye y r1i4y� O z 75.50 x c•�Ai� �;< ` \ @r ',O ? ;� 7.80 <.. -� U 78.35 :1 *, 78.30 i' - :, •, r�• '^ 77.90 f 8 ° + 1 I of tree protection measures. 77.0 76,50 6.50 74.00 74.00 ` 1 "� ^o- \o-�• ;� r + 1 1 t{. 75.00 75.00 76.00 6.00 Q ' \ 76.00 76.00 76.00 00 �.. { n lt.• (x r�k .1 ,.) 75.00 \ x :. 75.00 7 5.2 0':� ,\hG .\<i )j v) ,,f,;� <1 • �`a F7•' ^, ; < , 75 90 - -•f v,. k.. . r. 0 - GUNC WALK , u �c - -�- '®1.... - 5. x 5e� ? 5.80 +� o a . ..,.... ;.. x.........."""""...- 1 x .. ....:..... ... ........ .... ....:. V,.. - -- ...r .. c. v,. v - - -- - >T _ R: •> •P." 'b' •p._ ,° ^S, �,A SLP, \.':'-_"""' , c� x 5.30 ?5 , v ! - - 1 = -- t `•" ' - - - °J - -- ""--__! >.. .1.,.,1x: - - - -- --- --.......••.. - ---- ........................... ., -- cy� 4,,.- :.- ----..............---......--.----.. ........................- - - -..- , - 75 v55 ,- ._ 41) 7�5:fi�3 60' t, GO )G 4 we ........... . ............. ............. ............. ....... - -_ -- _ .............•.,' °;. --- ........................ - - I- C,C)N C:lli2l3 '1 °'f' - - -- _ - -- - r l'.....--... ........._ ................ ..... ,\4 c, A AN b g a a- + + + {- + U -- - -- - - - -... -- --- .... -� c.� + n, nG' L ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER BUTLER DESIGN GROUP, INC. 4203 46TH AVE N. ST PETERSBURG FL. 33714 PH 727 -521 -1684, FAX: 727 - 527 -7422, E- MAIL:bdg1 ®tampabay.rr.com CHUCK BUTLER: CERTIFIED ARBORIST FL -1235A DRAWN BY: RON BELKO CHECKED BY: CHUCK BUTLER z O Q' U E0 W D VJ z O Cl) Ill f- w ` :,.b flit W f + {• nG c` ,ego �G• �c, k 0 1. q '1 ry + - -- - -- - �ra�.. ,lc::•;y,\ , \c,,•O\ ^ta' O' n _,F--��:�,�_._._._. m .:- t m 0G 6< '1' o ............. ........... •_. >..... .- .- ... -.. o .y m m m i- _ . -- ............. ............. .. :......... - .'. ". -- ............. .... - C' n• e �� _N, 1 a cl w m ye y r1i4y� O z > F w -- - -- - - - -... -- --- .... -� c.� + n, nG' L ORIGINAL RECEIVED AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER BUTLER DESIGN GROUP, INC. 4203 46TH AVE N. ST PETERSBURG FL. 33714 PH 727 -521 -1684, FAX: 727 - 527 -7422, E- MAIL:bdg1 ®tampabay.rr.com CHUCK BUTLER: CERTIFIED ARBORIST FL -1235A DRAWN BY: RON BELKO CHECKED BY: CHUCK BUTLER z O Q' U E0 W D VJ z O Cl) Ill f- w W 1� 0 0 1. m m m m 0 o m m m Z 6j ~ ¢ w m W O z > z w U a U Q SHEET: C? n PROP05ED FLOOR PLAN SCALE: 1/8° = P -0° (V ORIGINAL RECENI) AUG 13 2007 PLANNING DEPARTMENT CITY OF CLEARWATER LL ix LL `a C LL Q C a CL a c L LL H a 5 F- C F- L LL a LL Q a L LL H a C V LL L a LL (r. LL a LL V z a U; L a F- V C Z a LL c- 2 LL a H LL F- N V a a LL a L LL a LL a LL CL O a a LL S H LL a ul z H a ac a LL LL H LL H V H H DC a LL ac w O O N V N M M M # # # DESCRIPTION: Lots 1 through 10, Block A. GUNNS ADDITION, as shown on the map SECTION 13 TOWNSHIP 29 SOUTH RANGE 16 EAST Page or plat thereof, as recorded in Plat Book 11, 88, Public \ 6 Records of Pinellas County, Florida. PINELLAS COUNTY, FLORIDA SANITARY MANHOLE RIM - 74.13 INV E - 70.44 INV W - 70.34 INV N - 70.79 FOUND "X "CUT Qj JD "X "CUT - 0" CLAY 04.28 : � o ^R' 0 00 ^O0' ^%' B -oHw xOP� OHw 0^ .y OHW off X +?^ OHw OHw X OHW X ^y. nuW OHW 2 � 'S -OHW ^�0 ^XO, O;�p x O /�- - -10ry - -- .�0 - -- �c-- - - - - - -- - _ - - - - - - -- FIR 1/2" a Z^ \ �,��' V O K N E L L 8 T R E ERT RID is \-- - - ---- --- .- . - -� -_ - 60' RIGHT OFWAY lop 4' WOOD FENCE ^� ^� ^� �, ^` S 89 °59'53" E 296.23,',.: F) 296.00' (D) ^� 7 ^ x gk� I " ^� ^y . 4 I ® 3.19 ^ ®73.65 ' 9 ^`�'p,0 �6 72.74 7�''jj 84 �91� 60' P 000 O h8+ rp 60. (P) LB FIR #208 Fl 5 a ®'f^ 741 >7 0 (�g. y h' 1+ G °4J' ^' x X208 y ^y,Mp�gR 5s.2' (P) \ / ^ �� so P ^x �ocQ' ^y. ,� _ ^h ^ ^5 94.�,aa• ti a I +.21P X '\ ^y, x \ ` � x^ \ \ '�= x ^y6 ^k1 / 20' BUILDING LINE PER PLAT _ - / \ ghry I I I X gtn I ^gym o^ (16,26 A S P H A L TI C I \ x ho ^ C O N C R E T E C 3 "x3" � �, \oa, y� 8 WOOD FENC x ® Q�� x ^tI \ I ^�g1 ^y' �+ ^ y` I ^`O. ^O. ,�� ^00 x'1 / 20. . , . .5'0pti ^ ^�O Op�y I / / i \ ^ I X X x n ^�' META ^ \1 1 / /�9 \ I M t STORAG v 0� I ® I \ "f o I I COV. CONC. ry0� SHEq �- +.�000 °: I 1 \ / I g 3.8' ^'oh 'row ° O ^ t,b I h0h0 \� g 65 0 ^ �ERR f /' 0' '76.39 z e ;h I / i' �o 6 z G I \ I m \ \ ,� / l h �0 5.35 I 1\ \ \ \ x 8^ / h / 6 ° ^� 6` 6 p R 4XI ASPHALT LLJ xx k 4� I- . ^TOP OF BANK ^ ^ ^ �`• ' 0 ^`1 78 ^0 x i z: - r. ,x r 76.22 g°i 1\ `�- (DOE O_ S_Fu P ^�`� - - - -------- -- 0 �^c 6' EASEMENT PER -PLAT _ObOcA ..: •M.. . / __� ICY ^ 'h � •�� �'1 0^Q [n - -0 - -; -0, � 0 - .' / ysi ^� I 'Y x0 0 V_ - 0 0 0 ^ry -a�j1b ^01 P 0 N x ^�. ^ ^0. 00 �0' k`1 ^ lb- Lo O`er' 1� ^� 1 GONG 0'`0'� 'L�` ci°j0 X^ �s 15 ^°i P 4 N N ^ono' , �s.4' ^ ^OO f ; . CO ^,o by ^ h \ '� lil ry ^ 0' O I 10 i / 0 ® DIN o� o OOH 1 ^ ^0 ^6 4� / ^ ^e I ^ ^m'bP ^off' 0 ^ ^0' \ \ ^� ^09 ry \ I' - Q M \ , . I ^b`:L 0 x A S P r�' L T + \ 0^ O �0 ^O . `,j ',;, I ^ \ I / i '� �h 0 : 41 I i O h x 40, O O ooa^ ov ^6' m^o \ ^ o� o o %b / ^ ^ 'l // r ^' ^' ^'S�' r CO h ti 0 0 O x x�^ ti x ^m ^o \ ^o• ^ , 6� ; x , 0. ^o• ^6try °' x 'Or' ^f0 0 O O OOh �8 x ^06 x MONITOR ^0 ^� Z z WELL 0 y6 I /�� i i m ^0h� 0 I i� I7a m) 6" (ON; CURB L,, v..W .Fi z .,L w % L.„ P r:3 , I ^0 Z3 II ;�� W CONC 0 119.3' th ; TYP O z A S P H A L T I C i i I r O iir./ rill .i I / / C O N C R E T E I I i I ,z i ONE STORY MASONRY i / ONE STORY MASONRY O. / i / h ,+, • . 2'x2' CONC 8A 9 i F.F.E. m 78.35 r �r- 0^ y 0 a a LIGHT POLE WITH ,� ' 9 F.F.E. m 76.61 v /2094 I ` " ONE STORY MASONRY ^rye g'� o (TYP) i .. N lb I 5.79 �'� ix[ I X 0y0� co rO ? c' gO At �^ •.uk / /ir6iF�.lr / / /�i /i�ic h MONITOR ^0h WELL 0 1X1 ^ x X ^� b �^ ^pj. ^0. 70 x1 4p h0� ^ x 00 x101 I x^� � 1- 55 ^0. ro ; C61, �i .05 ro ^� 0' X n0• ^ ^6� ^6;� TREE CANOPY ^0 ^g• O / y o � 0 ,� \� et1 I ` (TYPICAL) I ti I ^o��ti 1i5.41l8.1375;F�fi 15.89 I ®5.75.83 ^00 A 40i0 ^ T 1 .�Og ^o'�o \ ^y.^�� 20' BUILDING LINE PER'CPLAT \ x ^h' a ^oryoryo ^oo� ^o / 1001 ? \ \ ^oa0w / � I \ oy / I ^o FIP 2" 58.2' P ^hhti 60' (P) ^h' so. p\ ^g• / o ^�`� �i 88.. •^yry . ^dry y� • CONC` WALK x y 7�'. • 7 . -- �_ -OHW, `- y0 --- A1�`_fllfM�- T,�,,Z76 2 6 NhHA ii COti�l . �.' /� V � 0 PdNC N A S P H A L T d y ^,� 00 y FIBER OPTIC CABLE BOX P ^ ^`b• ^ FCM 3 "x3 1b IM / I r j 0 r x^o y. x4 a� ^o. TRAFFIC SIGNAL ACCESS BOX o0 ^o• x O00 X 10 4131 i ^off x IL ° X x ^oh ^6 ^ P. ' CO. 0.4' A Y B L V D. z i I ASPHALT PAVEMENT � 0 PdNC N A S P H A L T d y ^,� 00 y FIBER OPTIC CABLE BOX P ^ ^`b• ^ FCM 3 "x3 1b IM / I r j 0 r Q y. 41, CONC CURB TRAFFIC SIGNAL ACCESS BOX ,P ^off x ^E;; �Ey O00 IL 296.2 ,� i P W IL ° j x ^oh ^6 GU L F T 0.4' A Y B L V D. z i I ASPHALT PAVEMENT ^h' 0 ^g' ^0 db ® 100' RIGHT OF WAY LINK x X � tiry 0�0 FOUND ti�y ti 0 Al � 0 PdNC N A S P H A L T d y ^,� 00 y FIBER OPTIC CABLE BOX P ^ ^`b• ^ FCM 3 "x3 1b IM 0�` x ^o ^thy 0 x x ^6 ,y0 o x ^ I ti O� h x ^g. N� ,yp x ^y. , L ^y' 00. ��iE I .K-„�fp•' 2' CONC CURB TRAFFIC SIGNAL ACCESS BOX 012 OAK TREE N 0 S C A L E O00 S90 600'00 "W 296.2 ,� ^ P x ^o• IL ° x ^o. x ^oh ^06 x GU L F T O B A Y B L V D. z X ^o• ASPHALT PAVEMENT ^h' 0 ^g' ^0 db ® 100' RIGHT OF WAY LINK x X � tiry 0�0 FOUND ti�y ti 0 Al ^0 x LANDSCAPED MEDIAN X^ t�p�h ^ 'b'y WATER VALVE FIR FCIR ti0 ® ^0 ^ FRR CAPPED IRON ROD (SIPE NOTED) FOUND RAILROAD SPIKE ® WATER METER BOX PK PARKER KAYLON NAIL ® 0�` x ^o ^thy 0 x x ^6 ,y0 o x ^ I ti O� h x ^g. N� ,yp x ^y. , L ^y' 00. ONw I z W TRAFFIC SIGNAL ACCESS BOX 012 OAK TREE N 0 S C A L E O00 CLEANOUT bQ PINE TREE 3 GAS METER IL ° 0 GAS VALVE x PALM TREE OTHER TREE <o SANITARY MANHOLE z (AS LABELED) D GREASE -TRAP MANHOLE V BUSH o^ to x 43 11\16. X + LEGEND I O TRAFFIC SIGNAL ACCESS BOX 012 OAK TREE N 0 S C A L E O00 CLEANOUT Q12 PINE TREE ® GAS METER 0 GAS VALVE We ❑ PALM TREE OTHER TREE O SANITARY MANHOLE (AS LABELED) © GREASE -TRAP MANHOLE BUSH ® ELECTRIC MANHOLE LINK UNKNOWN FND FOUND D STORM MANHOLE SCIR SET 1/2" CAPPED IRON ROD "LB 4513" ® WATER VALVE FIR FCIR FOUNDD IRON ROD SIZE NOTED)) FOUND ® RECLAIMED WATER VALVE FRR CAPPED IRON ROD (SIPE NOTED) FOUND RAILROAD SPIKE ® WATER METER BOX PK PARKER KAYLON NAIL ® RECLAIMED WATER METER BOX FCM FOP FOUND CONCRETE MONUMENT SIZE NOTED) FOUND OPEN IRON IRRIGATION CONTROL VALVE -ENDED PIP (SIZE NOTED) FPP FOUND PINCHED -TOP IRON PIPE (SIZE NOTED) are FIRE HYDRANT FN &D FOUND NAIL & BRASS DISK "LB 7¢c LIGHT POLE SN &D SET NAIL IN BRASS DISC 4513" � ID IDENTIFICATION 0 WOOD UTILITY POLE PLS PROFESSIONAL LAND SURVEYOR 0 CONC UTILITY POLE LB LICENSED BUSINESS Q TELEPHONE BOX P D PLAT DESCRIPTION •_ CABLE N BOX F FIELD MEASURED ❑E ELECTRIC BOX O.R. OFFICIAL RECORDS (BOOK) T SIGN PG PB PAGE PLAT BOOK OHW SPRINKLER HEAD cP CALCULATED FROM PLAT CALLS 0 oRD ROOF DRAIN cf CALCULATED FROM FIELD SURVEY (/) Z LANDSCAPING LIGHT POB POINT OF BEGINNING -e WATER� UNDERGROUND U71UTY PAINT POC POINT OF COMMENCEMENT MARK (AS LABELED) P.U. PUBLIC UTILITIES EASEMENT R/W RIGHT -OF -WAY D.E. DRAINAGE EASEMENT CENTERLINE MH EL. MANHOLE ELEVATION E/P EDGE OF PAVEMENT INV. INVERT SOC BACK OF CURB T.O.P. TOP OF PIPE HWY HIGHWAY UG UNDERGROUND BLVD BOULEVARD U.D. UNDERDRAIN CONC CONCRETE M.E.S. MITERED END SECTION ASPH ASPHALT F.E.S. FLARED END SECTION EM ELECTRIC METER RCP REINFORCED CONCRETE PIPE CLF CHAIN LINK FENCE ERCP ELLIPTICAL REINFORCED CONCRETE PIPE BWF BARBED WARE FENCE CMP CORRUGATED METAL PIPE WPF WOOD PLANK FENCE DIP DUCTILE IRON PIPE A/C AIR CONDITIONER PVC POLYVINYLCHLORIDE PIPE R.R. RAILROAD GTE GENERAL TELEPHONE AND ELECTRONICS TOB TOP OF BANK TELE. TELEPHONE TOS TOE OF SLOPE OHW A��LEHIE' TLI�ON ES � E NDORIEPON SERVICE F.F. . FLOOR F.O.C. FIBER -OPTIC CABLE LF. LOWEST FLOOR % GUY GUIDE WIRE DIA. DIAMETER } Q\ W °- > 0 D LL WI o. 0 M OW J 0 0 0.jM VJ c� J Lij <0 U m LL z '''RR D V 0 v W O N 0 N 0 00 O Z U N v v CL N 0 Cn 3 v 0 `1 r- L) C7 Z m 3 � 3 Q m o 0 0 0 It w I > W (n p a_ w E .d. 0 U) N Q H D C p LL, co 5 W a 111 a LL W ovyZO5 W i0 N �Qa�p <1L (5:5 t _�i Z Q M 13. 0 Q J Q LL Q `-'w<M P V, Z I U.C.50I Qa�Q _- Ld U n:mMQ o cnD Ld M omfi � yr' m1 •R�ci (n o z j:j�1,:'n (!1 t`.p,y � . Q' d g' ' =r! LLl ',tA OYd1U; '~ E} ' ' �' Ez. -V) H a v tnoHO 0}G00 } � C c w o= J J r>IL w Nc o>> Y -aW 02L;t ►8.1 I U ,0 O 91 (976.01 .. T j.� V) I U 0 Z LO 00 �g � O U _ 00 h L LB CD 00 •_ a � � \.� -oHW OHW s K i OHW �y F-+-1 O m ► (/) Z X U Q T/�•� LL_ O V 1 W Q x1\0 Q L- 0 Q J `11 n" CL N ^0 , � � X � LJ.J � I`0 o ^ono O N x :nll �� O ~ LO 00 ' NOTES � O rr x^ 1. c� r° i= TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY rvr Nn 4rtry O �- _ 2. LAST DATE OF SURVEY: JANUARY 11 2007. "°` 00 3. SURVEY CREW. DAN McINTRUFF, DILLON EVANS and ROBERT LAMBERT p< 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NATIONAL � , Z GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.). 00 5. REFERENCE BENCHMARK IS CITY OF CLEARWATER BENCHMARK NO. E -11 �-� m In AT THE SOUTHWEST CORNER OF GULF TO BAY BLVD. AND HERCULES AVENUE. ELEVATION = 70.97 6. THE LOCATION OF EXISTING UNDERGROUND INSTALLATIONS OR IMPROVEMENTS (� HAS BEEN LIMITED TO THE ABOVE GROUND EVIDENCE OF SUCH IMPROVEMENTS, !� EXCEPT AS SHOWN OTHERWISE. 7. BASIS OF BEARINGS: THE NORTH RIGHT -OF -WAY LINE OF GULF TO BAY BLVD. ASSUMED TO BEAR S90'00'00 "W. 8. THE SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND IS SUBJECT TO EASEMENTS, RIGHTS -OF -WAY AND SIMILAR MATTERS OF TITLE. J O �t N i 0 0 a� 0 I? a, CANOPY HEIGHT M.a.A SOUTH ELEVATION SCALE: 1/8' = 1' -0' CANOPY HEIGHT EAST ELEVATION SCALE: 1/5'= 1' -0' NORTH ELEVATION SCALE: 1/8" = 1' -0' CANOPY HEIGHT V' -V WEST ELEVATION SCALE: 1/8" = I'-Q' 0 BUILDIGN f INISHE5 # LLJ P. I DC P.2 5HERWIN P.3 GLI DDEN 5.1 V M. I BERRI DGI M. 2 BERRI DGI PLANNING DEPARTM CITY OF CLEgR='E'e H a C9�N w V I? Q H O V W DC Q 67 N L `r' W a W �CC (M N G N C) a V) LL ap i Q V > O m 0 ISSUE DATE ix 05/14/2007 a_ cl- ¢ Z L9 w H [Y CHECKED BY: F- PEG 0 PROJECT No. 2 SHEET No. H e vo jo w a W J Q 0 w H 0- V W m (9 Z H Q V) S H w V Z V) D V HT h -6" H V NORTH ELEVATION SCALE: 1/8" = 1' -0' CANOPY HEIGHT V' -V WEST ELEVATION SCALE: 1/8" = I'-Q' 0 BUILDIGN f INISHE5 # MA P. I 5HERWIN P.2 5HERWIN P.3 GLI DDEN 5.1 CULTUREI M. I BERRI DGI M. 2 BERRI DGI of Z Mlb W LL. cl- w W w oc ¢ Z H Q ac 0 w w w W v ORIGIN& Z RECEnj) H AUG 13 2007 o Uj PLANNING DEPARTM CITY OF CLEgR='E'e Q a C9�N w V I? � H M V DC Q LL N L `r' W a Mlb W LL. cl- w W w oc ¢ Z H Q ac 0 w w 0 O N .0 I,, LO 00 N m m M O� w D v ORIGIN& ui RECEnj) H AUG 13 2007 kb Z > Z PLANNING DEPARTM CITY OF CLEgR='E'e Q a C9�N w 0 O N .0 I,, LO 00 N m m M O� # # # J = z LL M ti Lo r.4 r• o kb Z > Z w to M M cy) CO a C9�N LLB M M Ci 412 LL N L ON a � L (M N V N V) ap In W N V f-: CM O m ISSUE DATE 05/14/2007 REVISIONS: DRAWN BY: ECS CHECKED BY: PEG PROJECT No. SHEET No. e vo