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FLS2006-11068
? ClearWater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 C111/SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION a- SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets SUBMIT APPLICATION FEE $ 0 CASE #: RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD- DEVELOPMENT APPLICATION (Revised 04./28/2006) -PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) 'APPLICANT NAME:, MAILING ADDRESS: PHONE NUMBER: /.? CELL NUMBER: PROPERTY OWNER(S): ' List ALL owners on the deed AGENT NAME: AoiA clG?- ll!lE r1-i'?'1LPS?-Z?C• MAILING ADDRESS: -Q? ?1?del v PHONE NUMBER: p FAX NUMBER: 1 CELL NUMBER: E-MAIL ADDRESS: I rr?n V' C+ Oo B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) Jn- 0 PROJECT NAME: 0 W ,r??Qe?(}? y PROJECT VALUATION: STREET ADDRESS Jq 1- -?" - -?-?_ _ ---_ PARCEL NUMBER(S): -I_fI-'. k--._ -- PARCEL SIZE (acres): PARC L SIZE (square feet): 11/50-57.41% LEGAL DESCRIPTION: r-.. 'n O r^ i I _ e d..ll CIA. . PROPOSED USE(S): DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) ORIGINAL RECEIVED X:\Clw Applications\2006 Applications\Flexible Standard Development (FLS) 2006.doc Page I of 7 0 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO -?if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) (SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) /Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved, in detail: 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. 1 .? ?. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. 4. The proposed development is designed to minimize traffic congestion. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. RECEIVED NING DEPARTMENT ... r w CITY Q11- t LtP%KVV1-%1- XAClw Appllcations\2006 ApplicationsTlexlble standard Development (FLS) 2006.doc Page 2 of 7 0 • WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) (a Provide complete responses to the applicable flexibility criteria for the specific Use as listed in each Zoning District to which the waiver is requested (use separate sheets as necessary) - Explain how each criteria is achieved, in detail: E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) 8/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 exemptioLLtp. irement. Of a plan is not required, the narrative shall provide an explanation as to why the site is exempt. RECEIVED tt/ At a minimum, the STORMWATER PLAN shall include the following; JAN 2 6 2007. L,71111 Existing topography extending 50 feet beyond all property lines; CA/ Proposed grading including finished floor elevations of all structures; PLANNING DEPARTMENT L9/ All adjacent streets and municipal storm systems; C" OF CLEARWATER 111/oo' Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; C 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 -FV r't' caVill ii ?j (9` ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): 34)-9W 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) CV/ SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; Co/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; lY TREE INVENTORY; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; LOCATION MAP OF THE PROPERTY; PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. • The findings of the study will be used in determining whether or not / deviations to the parking standards are approved; q7 GRADING PLAN, as.appiicable; 9O PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); A COPY OF RECORDED PLAT, as applicable; X:1Clw Applications0006 ApplicationsTlexible Standard Development (FLS) 2006.doc Page 3 of 7 • i G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) Ci/ SITE PLAN with the following information (not to exceed 24" x 36"): Index sheet referencing individual sheets included in package; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory,. ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3-201(D)(i) and Index #701); Location of all landscape material; - Location of all onsite and offsite storm-water management facilities; Location of all outdoor lighting fixtures; and #,16 v?.,o P?dPd a-F +his +I me- Location. of all existing and proposed sidewalks. f r SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: e J?? G I - l EXISTING REQUIRED t PROPOSED _ Land area in square feet and acres; Number of EXISTING dwelling units; A Number of PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, _ expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; Building and structure heights; --------------- - _ Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. Alk Alik- O REDUCED COLOR SITE PLAN to scale (8 %X 11); FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: ORIGINAL One-foot contours or spot elevations on site; RECEIVED Offsite elevations if required to evaluate the proposed stormwater management for the parcel; _ All open space areas; JAN 2 6 2007 Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); PLANNING DEPARTMENT _ _ Streets and drives (dimensioned); CITY OF CLEARWATER Building and structural setbacks (dimensioned); Structural overhangs; X:\Clw Applications\2006 Applications\Flexible Standard Development (FLS) 2006.doc Page 4 of 7 • 0 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) CU//LANDSCAPE PLAN with the following information (not to exceed 24" x 36"); . All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. REDUCED COLOR LANDSCAPE PLAN to scale (8/2X 11); COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) UILDING ELEVATION DRAWINGS -with the following information: All sides of all buildings; Dimensions; Colors (provide one full sized set of colored elevations); and k Materials. UCED BUILDING ELEVATIONS - same as above to scale on 8'/2 X 11. J1.SIGNAGE: (Division 19. SIGNS / Section 3-1806) WAll EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be 111 "" Aremoved or to remain. All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) Comprehensive Sign Program application, as applicable (separate application and fee required). [ Reduced signage proposal (8'/2 X 11) (color), if submitting Comprehensive Sign Program application. ORIGINAL RECEIVED !AN 2 6 2007 PLANNING DEPARTMENT XAClwApplicalions12006 ApplicationsTlexible Standard Development (FLS) 2006.doc CITY OF CLEARWATER Page 5 of 7 • ORIGINAL K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) p JAN 2 6 Ql? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: PLANNING DE I? Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. CITY OF CLE ¦ 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. ?Y 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. -affic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water. supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. V /"Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. ?jre 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: 1, the un rsign, acknowledge that all representations made in this - plicatI n are true and accurate to the best of my know), age and authorize City representatives to visit and phot , raph the property described in this application. STATE OF FLORIDA, COUNTY OF PINEI,4AS Sworn to and subscribed before me this'j_ day of d , A.D. 206_ to me and/or by ona y no as --------------------- -- produco as iden,(Ification. ature of property owner or representative X:\Clw Applications\2006 Applications\Flexible Standard Development (FLS) Page 6 of7 Notary Public - State of Florida y Commission Expires Nov 14, 2009 Commission # DD 460540 Bonded By National Notary Assn. 10/30/2006 15:36 727446B0:* ide nampo of all property HORTHSIDE a,!Gi SVCS• PAGE 02/02 M, AFFIDAVIT TO AUTHORIZE AGENT; 1. Prov owners on deed - PRINT 11.111 names: 2, That (f amnve fire) the owner(s) Pnd'r§cord Illle hnirler(c) of the `.oliovwing described property;addreas or goners) location); :3. 'rhat this property consWules ttto property for tvhioh a request for +: (desceiba request) 4. Thatihe undersignod (hosrhsve) appointed and (dcesldol oplJoint: ..:...N??..1a.._.. GG.,.??a?'..,_.._•wor?.?;d..?....?y?ir?e?tr:.?5 _ ??.?.r._??c.?s..,....L.?? ....._..:......_...._.....:. _ . _ ...............__.._..: . _..,. as (h(sltheir) agent(s) to execute any peVilons or tithe, documents necessary to affect suoh petition; 5. That tills affidovit has been executed to induco the C ly of Gloarwalcr. Florida to consider and sct on the above dewlbW pmpprty; 6. That site vlafts to the properly are necessary by City represenk7liuos In order to process tills :3ppliokn and the owner authorizes Gfly repre.-entativns to visit and photogryph the property rlesoribed In this application; 7. Thar (t/we1, t it u erMd au rarity, ereby certify hA orego is true arid Correct. ' . ... ............. .. ._ PropsnyOtuner 4ope y Ow ) _._ _.__....._......._.f5r4p?rtyOwriar .__.:,..- rdparty Owner STATE OF FLORIDA, -COUNTY OF P(NELLA5 Before nee tha undersigned, an officer (tyly corn missiched by the laws of (ho Sfolr of Flor'da. on this day of personally appedrad E)_7)'-SL 14. 1.f o)&)? who lh:,wh7gbeen fitstduty sworn [ieposes%and. Says tl rmt he/yhe fully understands lho con(entz of the taffidovif tht0010e 51gn60r SUSAN A. MERCER =-??C.?•. . Public Sidte of Florldd Notary Public Simature Notary Nola btmissotlrgsfJct1;4,20Q7 F:- urMYGarnmis?(nn:Explrnl .......•____-..._._.....-- - - ......_.. ... _. Commission iy DD259304 tson e By Nafional NotaryAssn: "•, ORIGINAL RECEIVED 26 .. ... 'i ". l;tGw.AppliC,?fi6na?005.4ppYrs,;IlTStFtar,IdnntlnllmlllFmicdt(frL3;201d.dct„"?' . .. JAN 2007 "axc 6 Life ;.. ,...,,: PLANNING DEPARTMENT CITY OF"CLEARWATER :. ..: l4.a „ ..,. •:.. :^..r .. .? •, r. fir ?.. ? r:.e. ..'i 4,.' .,- r /d LETTER OF AUTHORIZATION This letter will serve as authorization for Housh Ghovaee with Nonhside Engineering Services, Inc. to act as an agent for' ?4.D f.:rjI I 1[1,ti r.? ??._ (Property nw0 er's Ncifine) And to execute any and all documents related to securing permits and approvals for the construction on the property generally located on the t 4 ?? 1 ILL 2? , lying within (Property Location) =fiver ICS County, State of 1CA Signature ofi Property Owner Print Name of Prope Owner Address of Property Owner- Telephonl Number T City/State/Zip Code State of The foregoing instrument was acknowledge before me this -2-nd day County of 0:? C of20011, by C?1 e Y01ke 4190_L4r_0-P -4 o is personat!y known tom or who has produced as identification and who* did (did not) take.an oax.." Notary Public Commission l Linda S Griffin h My Commission DD147M v?o, wd? Expires January 02, 2007 (SEAL ABOVE) (Name of Notary Typed, Printed or Stamped) RECEIVED JAN 2 6 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Exhibit "A" to Flexible Standard Development McDowell Property -1459 Court Street NES Project #648 DESCRIPTION OF REQUEST: Flexible development approval to construct an off-street parking lot as per the standards contained within Section 2-1003 of the Development Code and Comprehensive Landscape approval with reduction to the front (north) landscape buffer from 15 feet to 7.50 feet, pursuant to Section 3-1202.G (See Landscape Narrative). BACKGROUND: On April 15, 2003 the CDB approved a development proposal for an office use with various reductions to setbacks and landscape buffers. The approval included 2,789 square feet of office with 15 parking spaces. Several months after this approval, the owner of the neighboring site inquired into this approval as the development plan resulted in the loss of access to the rear parking lot of the neighboring property. On July 20, 2004 in a joint application both properties came forward to address these issues. The CDB approved the additional variances needed to provide the cross access for the neighboring site and various associated revisions to the plan. This proposal contemplates the development of an off-street parking lot, landscaping and drainage. The plan has been designed to take into consideration the future construction of 1,710 square feet of office. The number of parking spaces, setbacks, drainage and landscaping has been designed to support the future construction. It is understood that additional approvals will be necessary to accomplish the construction of the office building in the future. GENERAL APPLICABLE CRITERIA (Code Section 3-913.A) 1. The proposal contemplates approval of an off-street parking lot; the design therefore, will be similar or less than the scale, bulk, coverage, density of many of the surrounding sites. 2. Upon completion, the proposed off-street parking lot and subsequent improvements will increase the value of the subject site, thereby providing a positive influence on the surrounding property values. The proposed off-street parking lot will offer. improved: drainage, parking and drive surfaces, an improved access point and new landscaping, all of which will further promote development and investment in the area and along this main corridor. ORIGINAL RECEIVED JAN 2 6 2007 PLANNING DEPARTMENT 1 CITY OF CLEARWATER 0 0 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 street. 4. The proposed off-street parking lot will minimize traffic congestion by improving access to the site. The improved access is achieved by providing improved curb cuts and aprons with appropriate radii. Further an access driveway is being provided to maintain access to the rear parking lot of the site located west of our subject site. 5. The proposed improvements to the site will be consistent with the surrounding character; providing an enhanced streetscape and providing further encouragement for redevelopment in the area. The development of the off- street parking lot is a permissible use within the Office District. 6. No additional 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 unimproved parking surfaces. The hours of operation for this off-street parking lot will mirror the operating hours of the office for which the parking lot will serve, Monday through Friday from 8 am to 5 pm. Additionally, the required 6 foot high masonry buffer wall is provided along the southern property line to further buffer the site from the adjacent residential uses. This area will require a slightly reduced landscape buffer to allow the required 24' drive aisle, 10 feet of landscape buffer has been provided at this location on the site. Section 2-1003 Flexibility Criteria: G. Off-Street Parking 1. The off-street parking area along the southern property line which is adjacent to residentially zoned and used property will be screened by a 6' high masonry buffer wall and at least 10' of landscape buffer area. 2. No outdoor lighting is proposed at this time. 3. The off-street parking lot surface contains asphalt and concrete where preservation of the existing large oak tree requires, meeting the requirement of an improved surface. 4. For this privately owned and utilized parking lot containing eleven (11) parking spaces for the employees of the dentists office; sufficient stacking and access is provided. ORIGINAL RECEIVED RMR 1-25-07 NES #648 JAN 2 6 2007 PLANNING DEPARTMEN12 CITY OF CLEARWATER 0 NOWASUMde 501(r¢r srlc &"' 9na, McDowell Parking Lot 1459 Court Street FLS2006-11068 NES Project # 0648 EXHIBIT B 0 . CIVIL • LAND PLANNING • ENVIRONMENTAL • RESPONSE TO ENVIRONMENTAL - STORMWATER COMMENTS We offer the following justifications for the use of vertical wall(s) along the west side of the pond and 2:1 slopes for north, south and east sides of the pond: 1. To provide the required protection of the existing large oak tree and the trees along the southern property line, additional ponds are not possible given the root systems of these trees. 2. Once the required setbacks are provided for the parking lot, the required distance is established for the root systems of any existing trees, the required 24' drive aisle is provided and the handicap accessible pathway from the parking lot to the street; minimal area remains for the pond location. 3. In order for this diminutive site to remain viable for development as a parking lot (as currently proposed) with possible future development of an office building; the area of the land can not be further diminished by creating additional ponds or by providing 4:1 slopes. The proposed design will provide the site and community with the required water quality and attenuation, while making the best use of this unique property located on Court Street. For the reasons stated above, the installation of a pond without vertical walls and 2:1 slopes would place undue hardship on the developer. Therefore we respectfully request approval of vertical walls on the west side of the pond and 2:1 slopes on the east, north and south sides of the pond. NES 648 McDowell -1 115107 RMR/rmr ORIGINAL RECEIVED 601 CLEVELAND STREET, SMITE 930 CLEAR'WI ATER, FLORIDA 33755 TECH @NORTH$IDEENGINEEI IN 4.-CO M 727.443.2869 FAX 727.446.8036 ]AN 2 6 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 'Clearwater • Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 U/ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION U/ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled and folded into sets CASE NUMBER: RECEIVED BY (Staff Initials): DATE RECEIVED: * NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTATION IS REQUIRED TO BE SUBMITTED IN CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO APPLICATION. COMPREHENSIVE LANDSCAPE PROGRAM (Revised 03/29/2006) -PLEASE TYPE OR PRINT- APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: MAILING ADDRESS: PHONE NUMBER: PROPERTY OWNER(S): List ALL owners on the deed ?f ??J4_.!?'?G?.._ ............._._._._. CELL NUMBER: Mc AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: 112_1-) 7W- ARCHITECTURAL THEME: FAX NUMBER: E-MAIL ADDRESS: a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. OR b. The design, character, location and/or materials of the landscape treatment proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. REWENED %ZAP X:IClw Applications12006 Applications\Comprehensive Landscape Program 2006.doc Page 1 of 2 2. LIGHTING: Any lighting proposed as a part of a Comprehensive Landscape Program is automatically controlled so that the lighting is turned off when the business is closed. A 3. COMMUNITY CHARACTER: The landscape treatment proposed in thi Comprehensive Landscape Program will enhance the community character of the City of Clearwater. 4. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed?for development. 5. SPECIAL AREA OR SCENIC CORRIDOR PLAN: The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. THE LANDSCAPING REQUIREMENTS OF ARTICLE 3, DIVISION 12 MAY BE WAIVED OR MODIFIED AS A PART OF A LEVEL ONE OR LEVEL TWO APPLICATION, AS THE CASE MAY BE, IF THE APPLICATION FOR DEVELOPMENT APPROVAL INCLUDES A COMPREHENSIVE LANDSCAPE PROGRAM, WHICH SATISFIES THE ABOVE CRITERIA. THE USE OF LANDSCAPE PLANS, SECTIONS / ELEVATIONS, RENDERINGS AND PERSPECTIVES MAY BE NECESSARY TO SUPPLEMENT THE INFORMATION PROVIDED ON THIS WORKSHEET. SIGNATURE: I, the undersigned, acknowledge that all representations made in 4, e 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. of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLA*k- Sworn to andsubscribed before me this 'may of A.D. 20 to me and/or by whoi pr duce as ideflt' ication. JAI 2 6 2007 X: kClw Applicationsl2006 ApplicationslComprehensive Landscape Program 2006. doc Page 2 of 2 PLANNING DEPARTMENT CITY OF CLEARWATER 0 COMPREHENSIVE LANDSCAPE PROGRAM NARRATIVE 1459 Court Street McDowell Parking Lot FLS2006-11068 NES Project # 0648 Request: To allow a reduction in the required landscape buffer along the front (north) property line from 15' to 7.50' 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: i. Approximately 80% of all open available green space contains plantings. ii. The design consists of over 550 new plantings, providing three tiers of landscaping along Court street and the rear property line. Ili. Over 25 new plantings are proposed at 8 feet or more in height, these plantings will provide substantial visual enhancement to the site and streetscape. 2. Lighting: No outdoor lighting is proposed at this time; any future proposed light will meet required code. 3. Community Character: The proposed installation of just under 600 new plantings, consisting of 8 different varieties will provide immediate visual rewards to the vicinity and community. Additionally, the proposed plan provides landscaping that is tolerant to the Florida environment. 4. Property Values: The number, size, quality and 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 3 tiers of plantings along Court Street as desired. 1/25/07 -RMR ORIGINAL RECEIVED JAN 2 6 2007 PLANNING DEPARTMENT CITY OF CLEARWATER (Asrli&C 24 Orlil; 24265°R sv ONE STORY CAS, 0 LOT 7 COURT STREET (CHESTNUT STREET - PLAT) too' R?? --- are SITF. ?? x f.'t'flfl.» ASx (ASS jALT) ?mor •ot r (ASt ttALT} "Oaa° I= p ? 0. w a ? w (,s' mm ?w OF tlEt tl. 7= 56l.181i z W r L S69'W33' U fl C. Q W Is3 \ ' y 1 --..-.. W-- r rmrn. nw" U 00 L7 U ( 0? ZO i U LOT 14 LOT 15 MA rr II Sw §w§ b? 1 -' t 0 / Al vow j \ 4 24 1 LOT 16 LOT 4 TYlo STORY CKS. HOTEL (BUDGET INN) f \ \ 120 1 1 r?kw? ? t 1 f LOT 17 S84'S5'33?W 6M93W, 2 o os ?? ZnE F ?v e3 ? oK O CZ 0? Z z? eLLC e a F Cl?° r r W v'o i a ?a O ? ?a p o < i E2 ;a Z •1a r ?e EB#5936 49 NES Comm.: 0648 Drawn B : B,J,V. Checked By: H.G. Issue Date: IM4106 Revisions: DM. W.1106. 0 F I ?Z ? M R] RTH Z n I? C J j J d W y o< HW SCAM 1"-3V Z r H C ? O Q ? yE u?l ?Ya11. fAFL. M.a., t.E. M1U1 0W %mom JH (ASPHALT) S89'59'15°E SET SCREEN 14n (ASPHALT) ¦ STORM SEWER MANHOLE K R91 ELEV.- 73.28 K W. EL- 98.21 (15' RCP) 70P OF 91E7 EL- 7322 7HROA7 IL- 7229 (ASPHALT) 120.30'M; 120'R #+# # ................ ++#+###?#+ ++..+. .. . + + . + + . . ? r + . + f + + . + f # + + + + + + . + + + . . f + f . + f + } f f + 4 + # 4 ? 4 + + + # f . . 4 + + I? /ot/Mt rMV }. 4.. f + 4 1 4 . . . 4 4 . . . . 4 # 4 # + + + + + + + + + + + + . + + + + + + + + + . ? f + 4 . f . 4 + . 4 + # . + 4 . + . i ? 4 + + ? + + ? + + f 1 4 4 # 4 # 4 .tr. +.. + + D + + # + + + + + ? + } + + + + N D ? D D D g ORIGINAL D I " RECEIVED !r ?a 26 2007 ' ji.ANNING DEPARTMENT oar 717 r d 120.0 M; 120'R) Oak 7' awl Lmd Yp " (-,Ty OF CLEARWATER • • 9 0 DESCRIPTION SKETCH NOT A SURVEY LEGEND: P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.C. = POINT OF CURVATURE P.T. = POINT OF TANGENCY COURT STREET r I P.O.C., N.E. CORNER OF LOT 7, BLOCK A BREEZE HILL PLAT BOOK 13, PAGE 66 LINE TABLE LINE BEARING DISTANCE Lt N 89°50'13" E 27.60 L2 N 89°50'13" E 24.00 L3 S 89° 55'33° W 34.98 L4 N 00° 58'30" W 24.85 L5 N 89°55'33' E 10.61 CURVE TABLE CURVE ARC DELTA RADIUS CHORD CHORD BEARING Cl 16.81 19°15'55° 50.00 16.73 S 80°17'35° W C2 17.04 13°11'31° 74.00 17.00 N B3°19'47° E BLOCK A,,,, 0 z? DESCRIPTION: RECEIVED a c t sOV 2 9 2006 PLANNING CITY OF ( A PARCEL OF LAND IN SECTION 14, TOWNSHIP 26 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF LOT 7, BLOCK A OF BREEZE HILL, AS RECORDED IN PLAT BOOK 13, PAGE 66 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE NORTH 89'50'13° EAST, ALONG THE SOUTH RIGHT OF WAY LINE OF COURT STREET (CHESTNUT STREET BY PLAT), A DISTANCE OF 27.60 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 89'50'13" EAST, ALONG SAID RIGHT OF WAY LINE, A DISTANCE OF 24.00 FEET; THENCE SOUTH 00'55'47" EAST, A DISTANCE OF 107.42 FEET, THENCE SOUTH 89'55'33" WEST, A DISTANCE OF 34.98 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE TO THE SOUTH HAVING A RADIUS OF 50.00 FEET; THENCE TO THE WEST, ALONG THE ARC OF SAID CURVE TO THE LEFT, A DISTANCE OF 16.81 FEET THROUGH A CENTRAL ANGLE OF 19'15'55", HAVING A CHORD BEARING AND DISTANCE OF SOUTH 80'17'35" WEST, 16.73 FEET TO THE EAST LINE OF SAID LOT 7; THENCE NORTH 00'58'30" WEST, ALONG SAID EAST LINE, A DISTANCE OF 24.85 FEET TO A POINT ON THE ARC OF A CURVE CONCAVE TO THE SOUTH WHOSE RADIUS POINT BEARS SOUTH 13'15'58" EAST AT A DISTANCE OF 74.00 FEET; THENCE TO THE EAST, ALONG THE ARC OF SAID CURVE TO THE RIGHT, A DISTANCE OF 17.04 FEET THROUGH A CENTRAL ANGLE OF 13'11'31", HAVING A CHORD BEARING AND DISTANCE OF NORTH 83'19'47" EAST, 17.00 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 89'55'33" EAST, A DISTANCE OF 10.61 FEET; THENCE NORTH 00'55'47" WEST, A DISTANCE OF 83.38 FEET TO THE POINT OF BEGINNING. CONTAINING 3,243 SQUARE FEET OR 0.07 ACRES, MORE OR LESS. . ,.?8..°1 JOB No. 040033 KLEIN & STAUB SURVEYING, INC. ?`- PROFESSIONAL SURVEYORS AND MAPPERS, .., 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 LB 6928 OFFICE: 727-834-8140 FAX: 727-834-8150 LINDA GRIFFIN Thomas S. j&nccp - Date of Signature ACCESS EASEMENT Florida Professional' LandSurSeyor Number 4024 SOUTH RIGHT OF WAY LINE OF COURT STREET 1BUTLER 0?_=SI0 N GRElUizi, It*4t", Butler Design Group, Inc Charles R. Butler 4203 46 ° Avenue North St. Petersburg, Florida 33714 Ph (727) 521-1684 Fax(727)527-7422 E-mail: Udr llh)tampabayxncom Tree Inventory . McDowell Property ORIGINAL RECEIVED PLANNING DEPARTMENT CITY OF CLEARWATER NOV 2 9 2006 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 17" Live Oak 2, Poorly pruned, Old minor mechanical damage to roots, Trunk decay, Poor structure, In wires 02- 25" Live Oak 2, Poorly pruned, Old mechanical damage to roots on north side, Extensive decay on large branch at upper trunk, Poor structure, In wires, Recommend removal, Potential hazard 03 18" Sabal Palm 4, Under canopy of Oak 04 8" Palmetto Cluster 3- 05 16" Live Oak 3, Mechanical trunk damage, Poor structure 06 25" Live Oak 3, Co-dominate, Some die-back, Branch decay, Poor structure 07 13" Sabal Palm 3 08 6" Laurel Oak 3, Crowded, In wires, Poor structure 09 7" Laurel Oak 3, Poor branching, Lots of dieback, Crowded • 10 5" Laurel Oak 3, Crowded. 11 9" Laurel Oak 1, Hazard, Pruning damage 12 .5" Cherry Laurel 3 13 9" Washingtonia Palm 3, Poor structure 14 15" Laurel Oak 3 15 11" Laurel Oak 3 16 11" Sabal Palm 3 17 6" Cherry Laurel 3, Crowded, Poor structure 18 11" Sabal Palm 3 19 9" Queen Palm 3 20 9" Laurel Oak 3, Co-Dominate 21 13" Laurel Oak 3 22 7" Cherry Laurel 3 23 12" Camphor 3 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. NorthShte ? January 15, 2007 Lenny Rickard Assistant Fire Marshall Clearwater Fire & Rescue 610 Franklin Street Clearwater, FL 33756 Re: 1459 Court Street Dear Mr. Rickard: CIVIL LAND PLANNING ENVIRONMENTAL Per our conversation, a hydrant is not required at this time for the development of the site as a parking lot. It is understood that any development proposals associated with a future building will need to include the installation of a fire hydrant as per the City of Clearwater's requirements. We hereby acknowledge and agree to the terms of this agreement. I want to thank you for your consideration and understanding in this issue. Sincerely, Renee Ruggiero Project Planner CC: NES File 648 NPelzer Dr. McDowell ORIGINAL RECEIVED JAN 2 6 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 601 CLEVELAND STREET, SUITE 930 CLEAR W ATER, FLORIDA 33755 TECH(;;NORTHSIDEENCINEERINCG.COM 727.443.2869 FAX 727.446.8036 orthside FDOT - CRITICAL STORM ANALYSIS FOR : E5AD/lAI vNDSP.i :r•i6. Iv 727 • 443 • 2869 FAX 727 • 446 McIDO WELL PROPERTY k4 '?.. " Ram A. Goel, li' f ft-4 ?40 a a ?'t » STAVE .* •• +. ORIGINAL r '? • a ' .• 11 .> RECEIVED Feb'r,. ,,,??(7'?0 •'r-?,, FEB 14 2007 Pro,ect,lvo.+48 PLANNING DEPARTMENT CITY OF CLEARWATER 9 8036 0648 - McDowell Property 02/09/07 ICPR Interconnectiv Nodes A Stage/Area V Stage/Volume T Time/Stage M Manhole Basins O Overland Flow U SCS Unit Hydro S Santa Barbara Links P Pipe W Weir C Channel D Drop Structure B Bridge R Rating Curve H Breach ORIGINAL RECEIVED FEB 14 2007 PLANNING DEPARTMENT CITY OF CLEARWATER ity Diagram T:POST-DEV D:FDOTOutfall A:PondEast U:Post-Dev T:PRE-DEV U:Pre-Dev U • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. 0648 - McDowell Property 02/09/07 ICPR Input Basins Name: Post-Dev Group: BASE Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 0.327 Curve Number: 91.00 DCIA(%): 0.00 Node: PondEast Status: Onsite Type: SCS Unit Hydrograph Peaking Factor: 256.0 - Storm Duration(hrs): 0.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 ------------------------ Name: Pre-Dev ----------- ------------------------------- Node: Pre-Dev ---------------------------------- Status: Onsite Group: BASE Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Factor: 256.0 Rainfall File: Storm Duration(hrs): 0.00 Rainfall Amount(in): 0.000 Time of Conc(min): 10.00 Area(ac): 0.327 Time Shift(hrs): 0.00 Curve Number: 80.00 Max Allowable Q(cfs): 999999.000 DCIA(%-): 0.00 Nodes Name: PondEast Base Flow(cfs): 0.000 Init Stage(ft): 70.850 Group: BASE Warn Stage(ft): 73.750 Type: Stage/Area Stage(ft) Area(ac) --------------- --------------- 70.000 0.0140 73.250 0.0300 73.750 0.0300 ------------------------------------------------------------------------------------------ Name: POST-DEV Base Flow(cfs): 0.000 Init Stage(ft): 68.210 Group: BASE Warn Stage(ft): 73.750 Type: Time/Stage ORIGINAL RECEIVED F LB 14 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 30 E • 0648 - McDowell Property ' 02/09/07 ICPR Input Time(hrs) Stage(ft) --------------- --------------- 0.00 68.210 999.00 68.210 ------------------------------------------------------------------------------------------ Name: PRE-DEV Base Flow(cfs): 0.000 Init Stage(ft): 70.000 Group: BASE Warn Stage(ft): 73.750 Type: Time/Stage Time(hrs) Stage(ft) --------------- --------------- 0.00 70.000 999.00 70.000 Channels Name: From Node: Length(ft): 0.00 Group: BASE To Node: Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Trapezoidal Trapezoidal Solution Algorithm: Automatic Invert(ft): 0.000 0.000 Flow: Both TC1pInitZ(ft): 9999.000 9999.000 Contraction Coef: 0.000 Manning's N: 0.000000 0.000000 Expansion Coef: 0.000 Top Clip(ft): 0.000 0.000 Entrance Loss Coef: 0.000 Bot Clip(ft): 0.000 0.000 Exit Loss Coef: 0.000 Main XSec: Outlet Ctrl Spec: Use do or tw AuxElevl(ft): Inlet Ctrl Spec: Use do Aux XSecl: Stabilizer Option: None AuxElev2(ft): Aux XSec2: Top Width(ft): Depth(ft): Bot Width(ft): 0.000 . 0.000 ' LtSdSlp(h/v): 0.00 0.00 RtSdSlp(h/v): 0.00 0.00 Drop Struc tures ORIGINAL RECEIVED FEB 14 2001 PLANNING DEPARTMENT CITY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 30 • • 0648 - McDowell Property _ 02/09/07 - ICPR Input Name: FDOTOutfall From Node: PondEast Group: BASE To Node: POST-DEV .UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 15.00 15.00 Rise(in): 15.00 15.00 Invert(ft): 69.250 68.210 Manning's N: 0.013000 0.013000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 3 for Drop Structure FDOTOutfall *** Length(ft): 26.00 Count: .1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.000 Exit Loss Coef: 0.000 Outlet Ctrl Spec: Use do or tw Inlet Ctrl Spec: Use do Solution Incs: 10 Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 2.70 Invert(ft): 70.850 Rise(in): 2.70 Control Elev(ft): 70.850 *** Weir 2 of 3 for Drop Structure FDOTOutfall *** Count: 1 Bottom Clip(in): 0.000 Type: Horizontal Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 73.200 Rise(in): 37.00 Control Elev(ft): 73.200 *** Weir 3 of 3 for Drop Structure FDOTOutfall *** Count: 1 Bottom Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 3.50 Invert(ft): 72.250 Rise(in): 999.00 Control Elev(ft): 72.250 TABLE TABLE ORIGINAL RECEIVED TABLE FEB 14 2007 PLANNING DEPARTMENT CITY OF CLEARWATER • 0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. . Page 3 of 30 0648 - McDowell Property 02/09/07 ICPR Input ------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------ weirs ------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------ Name: From Node: Group: BASE To Node: Flow: Both Count: 1 Type: Horizontal Geometry: Circular Span(in): 0.00 Rise(in): 0.00 Invert(ft): 0.000 Control Elevation(ft): 0.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 ---------------------------------------------=-------------------------------------------- ------------------------------------------------------------------------------------------ Hydrology Simulations Name: 10-1 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\10-1.R32 Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 3.10 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ----------------------------------------------------------------------------------------------------- Name: 10-2 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\10-2.R32 Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 4.20 Time(hrs) Print Inc(min) --------------- --------------- 0 ORIGINAL RECEIVED FLEB 14 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 4 of 30 0648 - McDowell Property _ 02/09/07 - - ICPR Input 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 10-24 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\10-24.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 8.80 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 10-4 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\10-4.R32 Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 5.00 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 10-8 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\10-8.R32 Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 6.20 Time(hrs) Print Inc(min) -------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 100-1 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\100-1.R32 Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 4.50 ORIGINAL RECEIVED FEB 14 2007 PLANNING DEPARTMENT CITY OF CLEARWATER • • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 5 of 30 0648 - McDowell Property 02/09/07 ICPR Input Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 100-2 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\100-2.R32 Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 6.00 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 100-24 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\100-24.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in)i 13.00 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 -------------------------------------------------------------------------------=-------------------- Name: 100-4 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\100-4.R32 Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 6.00 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 100-8 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\100-8.R32 Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-B ORIGINAL RECEIVED ?- 141007 PLANNING DEPARTMENT CITY OF CLEARWATER u • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 6 of 30 0648 - McDowell Property 02/09/07 ICPR Input Rainfall Amount(in): 9.20 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------=------------------------------ Name: 2-1 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\2-1.R32 Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 2.30 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 --------------------------------------------------------------_-------------------------------------- Name: 2-2 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\2-2.R32 Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 2.80 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 2-24 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\2-24.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 5.80 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 2-4 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\2-4.R32 Override Defaults: Yes ORIGINAL RECEIVED REB 14 2007 PLANNING DEPARTMENT CITY OF CLEARWATER u • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 7 of 30 0648 - McDowell Property _ 02/09/07 ICPR Input Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 3.40 Time(hrs) Print Inc(min) --------------- -------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- - Name: 2-8 Filename: X:\2006 AutoCAD Projects\0648 = McDowell Parking Lot\Drainage\2-8.R32 Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 4.20 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 25-1 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\25-1.R32 Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 3.60 Time(hrs) - Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 25-2 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\25-2.R32 Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 4.70 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------a------ Name: 25-24 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\25-24.R32 ORIGINAL RECEIVED °_' 3 14 2007 OLANNING DEPARTMENT ""1tY OF CLEARWATER • 0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 8 of 30 0648 McDowell Property - 02/09/07 ICPR Input Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 10.50 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 25-4 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\25-4.R32 Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 5.80 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 25-8 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\25-8.R32 Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 7.30 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 3-1 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\3-1.R32 Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 2.50 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ORIGINAL RECEIVED FE-3 14 2007 PLANNING DEPARTMENT 41TY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 9 of 30 • • 0648 - McDowell Property 02/09/07 ICPR Input Name: 3-2 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\3-2.R32 Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 3.20 Time(hrs) Print Inc(min) ---------=----- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 3-24 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\3-24.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 6.50 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 3-4 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\3-4.R32 Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 3.80 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 3-8 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\3-8.R32 Override Defaults: Yes ORIGINAL. Storm Duration(hrs) : 8.00 RECEIVED Rainfall File: Fdot-8 Rainfall Amount(in): 4.80 p Time (hrs) Print Inc (min) F7 1 4 2007 ---- 30.000 5.00 aLANNING DEPARTMENT CITY OF CLEARWATER 0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 10 of 30 0648 - McDowell Property 02/09/07 ICPR Input ---------------------------------------------------------------------------------------------------- Name: 5-1 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\5-1.R32 Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 2.80 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 5-2 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\5-2.R32 Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 3.50 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 5-24 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\5-24.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 7.60 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 5-4 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\5-4.R32 Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 4.30 Time(hrs) Print Inc(min) ORIGINAL RECEIVED FEB 14 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 0 0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 11 of 30 0648 - McDowell Property 02/09/07 ICPR Input --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 5-8 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\5-8.R32 Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 5.30 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 50-1 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\50-1.R32 Override Defaults: Yes Storm Duration(hrs): 1.00 Rainfall File: Fdot-1 Rainfall Amount(in): 4.10 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 50-2 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\50-2.R32 Override Defaults: Yes Storm Duration(hrs): 2.00 Rainfall File: Fdot-2 Rainfall Amount(in): 5.30 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 50-24 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\50-24.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Fdot-24 Rainfall Amount(in): 11.50 ORIGINAL RECEIVED 3 4 2007 'TANNING DEPARTMENT ^1TV OF CLEARWATER • • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 12 of 30 0648 - McDowell Property 02/09/07 ICPR Input Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 50-4 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\50-4.R32 Override Defaults: Yes Storm Duration(hrs): 4.00 Rainfall File: Fdot-4 Rainfall Amount(in): 6.40 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 ---------------------------------------------------------------------------------------------------- Name: 50-8 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\50-8.R32 Override Defaults: Yes Storm Duration(hrs): 8.00 Rainfall File: Fdot-8 Rainfall Amount(in): 8.00 Time(hrs) Print Inc(min) --------------- --------------- 30.000 5.00 Routing Simulations Name: 10-1 Hydrology Sim: 10-1 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\10-1.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) ORIGINAL RECENED 1 4 2007 'AtVNING gEFARTMENT :i OF CLWWATER • 0 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 13 of 30 0648 - McDowell Property 02/09/07 " ICPR Input --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes --------------------------------------------- Name: 10-2 Hydrology --------------------- Sim: 10-2 ---------------'----------- -------- Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\10-2.I32 Execute: Yes Restart: No Alternative: No Patch: No . Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0..000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5.000. Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes -------------------------------------------- Name: 10-24 Hydrology --------------------- Sim: 10-24 --------------------------- -------- Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking.L ot\Drainage\10-24.I32 Execute: Yes Restart: No Patch: No Alternative: No • Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 ORIGINAL Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 RECEIVED Boundary Stages: Boundary Flows: f=r.-B 14 2007 Time (hrs) Print Inc (min) PLANNING DEPARTMENT --------------- ------ --------- CITY OF CLEARWATER 50.000 so.ooo Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 14 of 30 0648 - McDowell Property 02/09/07 ICPR Input Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 10-4 Hydrology Sim: 10-4 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\10-4.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 .Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 10-8 Hydrology Sim: 10-8 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\10-8.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 IA'AL A' Boundary Stages: Boundary Flows: ORIGIN RECEIVED Time (hrs) Print Inc (min) °'`B 14 2007 --------------- --------------- 50.000 15.000 PLANNING DEPARTMENT Group Run CITY OF CLEARWATER 1I 1' u • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 15 of 30 0648 - McDowell Property 02/09/07 ICPR Input --------------- ----- BASE Yes --------------------------------------------- Name: 100-1 Hydrology --------------------------------------------- Sim: 100-1 ---------- Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\100-1.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) ---- --------------- - --------- - 50.000 15.000 Group Run --------------- ----- BASE Yes -------------------------------------------- Name: 100-2 Hydrology --------------------------------------------- Sim: 100-2 ----------- Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\100-2.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: ORIC1N Yl1 t. D RECEENE Time(hrs) Print Inc(min)- --------- ----- -------- FEB 14 2007 50.000 15.000 PLANNING DEPARTMENT Group--------- Run --------------- ----- CITY OF CLEARWATER BASE Yes • is Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 16 of 30 0648 - McDowell Property 02/09/07 ICPR Input ---------------------------------------------------------------------------------------------------- Name: 100-24 Hydrology Sim: 100-24 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\100-24.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: • Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes ------------------------------------------------- Name: 100-4 Hydrology Sim: ---------------- 100-4 --------------------------- -------- Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\100-4.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: . ORIVIM Time(hrs) Print Inc(min) --------------- --------------- RECFNED 50.000 15.000 _ c:LE- J 14 4 2007 Group Run --------------- ---- BASE Yes MANNING DEPARTMENT CITY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 17 of 30 0648 - McDowell Property 02/09/07 ICPR Input --------------------------------------------------------------------- ------------------------------ Name: 100-8 Hydrology Sim:-100-8 .Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\100-8.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows:. Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run --------------- - --- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 2-1 Hydrology Sim: 2-1 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\2-1.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) -- --- Print Inc(min) --- --------------- ----- -- 50.000 15.000 Group ------------ Run --- ----- BASE Yes ORIGINAL RECEIVED ?:EB 14 2007 PLANNING DEPARTMENT CITY OF CLEARWATER ---------------------------------------------------------------------------------------------------- Name: 2-2 Hydrology Sim: 2-2 f U Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 18 of 30 0648 - McDowell Property 02/09/07 ICPR Input Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\2-2.I32 Execute: Yes Restart: No Patch: No . Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) - 50.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 2-24 Hydrology Sim: 2-24 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\2-24.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: ORIGINAL Time (hrs) Print Inc (min) RECEIVED --------------- --------------- 50.000 15.000 ,-"--B 14 2007 Group Run BASE --------------- Ye---s -- MANNING DEPARTMENT CITY OF CLEARWATER ---------------------------------------------------------------------------------------------------- Name: 2-4 Hydrology Sim: 2-4 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\2-4.I32 9 E Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 19 of 30 0648 - McDowell Property 02/09/07 ICPR Input Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE . Yes ---------------------------------------------------------------------------------------------------- Name: 2-8 Hydrology Sim: 2-8 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\2-8.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run C ORIGINAL RECEIVED --------------- ----- ?'=B 14 2007 BASE Yes L --- PLANNING DEPARTMENT Name: 25-1 --------------------- Hydrol-ogy- Sim: -- 2-5---1 ------------------------------------- CITY OF CLEARVIIATER Filename: X:\2006 Aut.CAD Projects\0648 - McDowell Parking Lot\Drainage\25-1.I32 Execute: Yes Restart: No Patch: No Alternative: No Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 20 of 30 0648 - McDowell Property 02/09/07 ICPR Input Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary Stages: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run -- -- BASE Yes Delta Z Factor: 0.00500 End Time(hrs): 30.00 Max Calc Time(sec): 60.0000 Boundary Flows: ----------------------------------------------------------------------------------------------------- Name: 25-2 Hydrology Sim: 25-2 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\25-2.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes ORIGINAL RECEIVED `r7B 14 2001 PLANNING DEPARTMENT CITY OF CLEARWATER ---------------------------------------------------------------------------------------------------- Name: 25-24 Hydrology Sim: 25-24 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\25-24.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 0 • Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 21 of 30 0648 - McDowell Property 02/09/07 ICPR Input Time Step optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time('sec): 0.5000 Boundary Stages: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes End Time(hrs): 30.00 Max Calc Time(sec): 60.0000 Boundary Flows: ---------------------------------------------------------------------------------------------------- Name: 25-4 Hydrology Sim: 25-4 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\25-4.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 25-8 Hydrology Sim: 25-8 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\25-B.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0,00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 ORIGINAL RECEIVED A=LB 14 2007 PLANNING DEPARTMENT GIIY OF ('I I:AbIAIA,rr, • Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 22 of 30 0648 - McDowell Property 02/09/07 ICPR Input Min Calc Time(sec): 0.5000 Boundary Stages: Max Calc Time(sec): 60.0000 Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes ----------------- Name: 3-1 Hydrology Sim: 3-1 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\3-1.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.0.00 Group Run --------------- ----- BASE Yes ------------------------ Name: 3-2 --------------------- Hydrology -------------------------------------------- Sim: 3-2 ----------- Filename: X:\2006 A utoCAD Projects\0648 - McDowell Parking Lot\Drainage\3-2.I32 Execute: Yes Restart: No Patch: No Alternative: No AA,, AA,, opiGI ? Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 ? /? CEIVED Time Step Optimizer: 10.000 RE Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): d 0.5000 Max Calc Time(sec): 60.0000 d l FEB 1 4 2007 Boun ary Stages: Boun ary F ows: PLANNING DEPARTMENT CRY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 23 of 30 • 0648 - McDowell Property 02/09/07 ICPR Input Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 3-24 Hydrology Sim: 3-24 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\3-24.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 3-4 Hydrology Sim: 3-4 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\3-4.I32 Execute: Yes Restart: No Patch: No Alternative: No ORIGINAL Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 RECEIVED Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 ? g 1 4 2007 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: PLANNING DEPARTMENT CITY OF CLEARWATER • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 24 of 30 0648 - McDowell Property 02/09/07 ICPR Input Time(hrs) Print Inc(min) - ------------ 50.000 - --- ------------- 15.000 Group ------------ Run --- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 3-8 Hydrology Sim: 3-8 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\3-8.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 5-1 Hydrology Sim: 5-1 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\5-1.I32 Execute: Yes Restart: No Patch: No Alternative: No n Max Delta Z (ft) : 1.00 Delta Z Factor: 0_.00.500 ORIGINAL Time Step Optimizer: 10.000 RECENED Start Time(hrs): 0.000 End Time(hrs):,30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec):?'60.0000 4 ?oo? Boundary Stages: Boundary Flows: 1 Time(hrs) Print Inc(min) PLANNING DEPARTMENT CITY OF CLEARWATER u 0 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 25 of 30 0648 - McDowell Property - 02/09/07 - ICPR Input --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes --------------------------------------------- Name: 5-2 Hydrology ----------------------------------------- Sim: 5-2 -------------- Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\5-2.I32 Execute: Yes Restart: No Patch: No Alternative: No • Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) -------------- --------------- - 50.000 15.000 Group Run --------------- ----- BASE Yes ----------------- -------------------------- Name: 5-24 Hydrology ------------------------------------------ Sim: 5-24 -------------- Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\5-24.I32 Execute: Yes Restart: No Patch: No Alternative: No • Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 ORIGI Time Step Optimizer: 10.000 NAL Start Time(hrs): 0.000 End Time(hrs): 30.00 RECEIVED Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: 9 U 1-LQQ 14 2OOl i i PLANNING DEPARTMENT nt Inc(m n) Time(hrs) Pr --------------- --------------- CRY OF CL EARWATER So.000 15.000 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 26 of 30 0648 - McDowell Property 02/09/07 ICPR Input Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 5-4 Hydrology Sim: 5-4 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\5-4.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 5-8 Hydrology Sim: 5-8 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\5-8.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: ORIGINAL RECEIVED Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 14 2007 Group Run PLANNING DEPARTMENT CITY OF CLEARWATER • • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 27 of 30 0648 - McDowell Property 02/09/07 ` ICPR Input --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 50-1 Hydrology Sim: 50-1 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\50-1.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 . Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes ------------------------------------------------- Name: 50-2 Hydrology Sim: ---------------- 50-2 ---------------------- ------------- Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking L ot\Drainage\50-2.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 • Min Calc Time(sec): 0,5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: DRANK RECEIVED Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 FEB 14 2007 Group Run PLANNING DEPARTMENT --------------- ----- BASE Yes CITY OF CLEARWATER Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 28 of 30 0648 - McDowell Property 02/09/07 - ICPR Input ---------------------------------------------------------------------------------------------------- Name: 50-24 Hydrology Sim: 50-24 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\50-24.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) --------------- --------------- 50.000 15.000 Group Run --------------- ----- BASE Yes ---------------------------------------------------------------------------------------------------- Name: 50-4 Hydrology Sim: 50-4 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\50-4.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) Print Inc(min) ORIGINAL --------------- ------- 50.000 15.000 RECEIVED Group---- -- Run-- FEB 14 2007 BASE Yes PLANNING DEPARTMENT CITY OF CLEARWATER • Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 29 of 30 0648 - McDowell Property - 02/09/07 r ICPR Input ---------------------------------------------------------------------------------------------------- Name: 50-8 Hydrology Sim: 50-8 Filename: X:\2006 AutoCAD Projects\0648 - McDowell Parking Lot\Drainage\50-8.I32 Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 30.00 Min Calc Time(sec): 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: Time(hrs) ------------ Print Inc(min) -- - 50.000 - -------------- 15.000 Group - Run ----------- BASE --- ----- Yes Boundary Conditions ORIGINAL RECEIVED F? 14 2007 PLANNING DEPARTMENT CITY OF CLEARWATER • • Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 30 of 30 0648 - McDowell Property 02/09/07 Max Pre/Post-Development Condition Name Group i Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs PondEast BASE 10-1 1.08 72.591 73.750 0.0050 1165 0.67 1.238 1.08 0.430 PRE-DEV BASE 10-1 0.00 70.000 73.750 0.0000 0 0.67 0.784 0.00 0.000 PondEast BASE 10-2 1.30 72.740 73.750 0.0050 1197 0.83 1.219 1.30 0.576 PRE-DEV BASE 10-2 0.00 70.000 73.750 0.0000 0 0.83 0.839 0.00 0.000 PondEast BASE 10-24 12.70 72.061 73.750 0.0050 1052 11.99 0.280 12.70 0.201 PRE-DEV BASE 10-24 0.00 70.000 73.750 0.0000 0 11.99 0.247 0.00 0.000 PondEast BASE 10-4 2.68 72.731 73.750 -0.0050 1195 2.08 0.729 2.68 0.565 PRE-DEV BASE 10-4 0.00 70.000 73.750 0.0000 0 2.50 0.555 0.00 0.000 PondEast BASE 10-8 4.15 72.801 73.750 0.0050 1211 4.00 0.814 4.15 0.641 PRE-DEV BASE 10-8 0.00 70.000 73.750 0.0000 0 4.00 0.686 0.00 0.000 PondEast BASE 100-1 0.96 73.117 73.750 0.0050 1278 0.67 1.966 0.96 1.034 PRE-DEV BASE 100-1 0.00 70.000 73.750 0.0000 0 0.67 1.442 0.00 0.000 PondEast BASE 100-2 1.13 73.192 73.750 0.0050 1294 0.83 1.862 1.13 1.138 PRE-DEV BASE 100-2 0.00 70.000 73.750 0.0000 0 0.83 1.448 0.00 0.000 PondEast BASE 100-24 12.09 72.554 73.750 0.0050 1157 11.99 0.421 12.09 0.398 PRE-DEV BASE 100-24 0.00 70.000 73.750 0.0000 0 11.99 0.392 0.00 0.000 PondEast BASE 100-4 2.61 72.899 73.750 0.0050 1232 2.00 0.900 2.61 0.754 PRE-DEV BASE 100-4 0.00 70.000 73.750 0.0000 0 2.08 0.713 0.00 0.000 PondEast BASE 100-8 4.09 73.190 73.750 0.0050 1294 4.00 1.239 4.09 1.136 PRE-DEV BASE 100-8 0.00 70.000 73.750 0.0000 0 4.00 1.123 0.00 0.000 PondEast BASE 2-1 1.16 72.101 73.750 0.0050 1060 0.67 0.828 1.16 0.204 PRE-DEV BASE 2-1 0.100 70.000 73.750 0.0000 0 0.75 0.455 0.00 0.000 PondEast BASE 2-2 1.63 72.187 73.750 -0.0050 1079 0.83 0.721 1.63 0.212 PRE-DEV BASE 2-2 0.00 70.000 73.750 0.0000 0 0.83 0.406 0.00 0.000 PondEast BASE 2-24 12.35 71.496 73.750 0.0031 931 12.00 0.178 12.35 0.140 PRE-DEV BASE 2-24 0.00 70.000 73.750 0.0000 0 12.00 0.143 0.00 0.000 PondEast BASE 2-4 3.13 72.327 73.750 -0.0050 1109 2.08 0.457 3.13 0.243 PRE-DEV BASE 2-4 0.00 70.000 73.750 0.0000 0 2.50 0.317 0.00 0.000 PondEast BASE 2-8 4.51 72.344 73.750 0.0050 1112 4.00 0.526 4.51 0.252 PRE-DEV BASE 2-8 0.00 70.000 73.750 0.0000 0 4.00 0.396 0.00 0.000 PondEast BASE 25-1 1.02 72.799 73.750 0.0050 1210 0.67 1.497 1.02 0.639 PRE-DEV BASE 25-1 0.00 70.000 73.750 0.0000 0 0.67 1.012 0.00 0.000 PondEast BASE 25-2 1.23 72.876 73.750 0.0050 1227 0.83 1.398 1.23 0.727 PRE-DEV BASE 25-2 0.00 70.000 73.750 0.0000 0 0.83 1.005 0.00 0.000 PondEast BASE 25-24 12.36 72.363 73.750 0.0050 1117 12.00 0.337 12.36 0.262 PRE-DEV BASE 25-24 0.00 70.000 73.750 0.0000 0 12.00 0.306 0.00 0.000 PondEast BASE 25-4 2.61 72.868 73.750 0.0050 1225 2.00 0.865 2.61 0.718 PRE-DEV BASE 25-4 0.00 70.000 73.750 0.0000 0 2.08 0.679 0.00 0.000 PondEast BASE 25-8 4.11 72.965 73.750 0.0050 1246 4.00 0.970 4.11 0.835 PRE-DEV BASE 25-8 0.00 70.000 73.750 0.0000 0 4.00 0.846 0.00 0.000 PondEast BASE 3-1 1.18 72.257 73.750 0.0050 1094 0.67 0.930 1.18 0.218 PRE-DEV BASE 3-1 0.00 70.000 73.750 0.0000 0 0.75 0.531 0.00 0.000 PondEast BASE 3-2 1.53 72.409 73.750 -0.0050 1127 0.83 0.663 1.53 0.289 PRE-DEV BASE 3-2 0.00 70.000 73.750 0.0000 0 0.83 0.524 0.00 0.000 PondEast BASE 3-24 12.40 71.617 73.750 0.0037 957 12.00 0.202 12.40 0.155 PRE-DEV BASE 3-24 0.00 70.000 73.750 0.0000 0 12.00 0.167 0.00 0.000 PondEast BASE 3-4 3.05 72.466 73.750 0.0050 1139 2.08 0.525 3.05 0.328 PRE-DEV BASE 3-4 0.00 70.000 73.750 0.0000 0 2.50 0.376 0.00 0.000 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. RECENED F EB 14 2007 Page 1 of 2 u • PLANNING DEPARTMENT ^r"^r FR'A?%R,- f 0648 - McDowell Property 02/09/07 Max Pre/Post-Development Condition Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs PondEast BASE 3-8 4.30 72.514 73.750 0.0050 1149 4.00 0.612 4.30 0.365 PRE-DEV BASE 3-8 0.00 70.000 73.750 0.0000 0 4.00 0.482 0.00 0.000 PondEast BASE 5-1 1.13 72.444 73.750 0.0050 1134 0.67 1.084 1.13 0.313 PRE-DEV BASE 5-1 0.00 70.000 73.750 0.0000 0 0.67 0.653 0.00 0.000 PondEast BASE 5-2 1.43 72.523 73.750 -0.0050 1151 0.83 0.969 1.43 0.372 PRE-DEV BASE 5-2 0.00 70.000 73.750 0.0000 0 0.83 0.616 0.00 0.000 PondEast BASE 5-24 12.52 71.822 73.750 0.0046 1000 12.00 0.239 12.52 0.177 PRE-DEV BASE 5-24 0.00 70.000 73.750 0.0000 0 12.00 0.205 0.00 0.000 PondEast BASE 5-4 2.85 72.585 73.750 -0.0050 1164 2.08 0.610 2.85 0.424 PRE-DEV BASE 5-4 0.00 70.000 73.750 0.0000 0 2.50 0.450 0.00 0.000 PondEast BASE 5-8 4.21 72.630 73.750 0.0050 1174 4.00 0.685 4.21 0.466 PRE-DEV BASE 5-8 0.00 70.000 73.750 0.0000 0 4.00 0.555 0.00 0.000 PondEast BASE 50-1 0.98 72.983 73.750 0.0050 1249 0.67 1.757 0.98 0.857 PRE-DEV BASE 50-1 0.00 70.000 73.750 0.0000 0 0.67 1.248 0.00 0.000 PondEast BASE 50-2 1.18 73.028 73.750 0.0050 1259 0.83 1.612 1.18 0.915 PRE-DEV BASE 50-2 0.00 70.000 73.750 0.0000 0 0.83 1.207 0.00 0.000 PondEast BASE 50-24 12.16 72.461 73.750 0.0050 1138 12.00 0.370 12.16 0.325 PRE-DEV BASE 50-24 0.00 70.000 73.750 0.0000 0 12.00 0.341 0.00 0.000 PondEast BASE 50-4 2.58 72.957 73.750 0.0050 1244 2.00 0.968 2.58 0.826 PRE-DEV BASE 50-4 0.00 70.000 73.750 0.0000 0 2.08 0.780 0.00 0.000 PondEast BASE 50-8 4.09 73.054 73.750 0.0050 1265 4.00 1.069 4.09 0.950 PRE-DEV BASE 50-8 0.00 70.000 73.750 0.0000 0 4.00 0.948 0.00 0.000 ORIGINAL RECEIVED 14 2007 P tAoGDEPARTMEN' Cam, WATER 0 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 2 of 2 01-4.4bt390 OEC-20-2001 5:31pM PINELLFRS CO BK 11745 PG 592 PERSO]VAI REPRESEMAIl E DEEn °`i IOIH IIIII II111 IIIII VIII VIII VIII VIII IIII IIII This Indenture, Made this 19th day of Dealymbez ..,` 2001 by HAROLD W. VAN WAGENEN AS PERSONAL REPRESENATIVE OF THE ESTATE OF THERESA A. PANFILI, DECEASED. grantor*, whose mailing address is P. O. BOX 457, NIAGRA FALLS, NY 143 02 - 0457 and MC DOWELL HOLDINGS:. INC. grantee*, whosemailingaddressis 1433 COURT STREET-;' ,Ct.EARWATER, FL 33756 "W110rever used herein the (cgs "itantor and,ranjce" Include 411 the'parties to 11ds inxttrumenl and the hcIts, legal representatives an as igns of mdl idua s• and die,{Y.,?Q BOrs anA assigns o cn[porations Witnesseth, That said grantor, for and in consideration of the .cum of Ten ($70.00) Dollars, and other good and valuable considerations, receipt whereof is hereby acknbipkdged,"Oreby grants, bargains, sells, aliens, remises, releases, and transfers unto the grantee, all that certain land situate 1rt•:' Pinellas County, Florida., to wit: Lot 6, Block "A", BREEZE HI L? according to the plat thereof, as recorded in Plat Book 1'.,°,;Page 66, Public Records of Pinellas County, Florida. . KARLEEN F. DE RAG, CLERK OF COURT BEING I{NOWN AS PARCEL ISTO.`k.14't THIS IS VACANT LAND SC;?S -- a 607290 12-20-2001 17:30:39 Ml 51 DED-MCBMELL HOLDINGS IPIC .,K r1??,.. 000000 IP:01446390 M11745 SPG:0592 EPG:0592 ;' is oaz,s RECORDING 001 PAGES 1 86.00 vT DOC STAMP - DR219 3 $175.00 fF.S TOTAL, $101 00 ct DECK ANT. TETtD : . $181.00 M Subject to easements; restriction and reservations of record. UWM: ?Z!"??DEPUTY CLERK BY $.00 Subject to taxes for.?th'; ye4r : 2002 and subsequent years. _t Together, witf -,qg the°tenonents, hereditanlentr and appurtenances thereto belonging or in anywise appertaining. To Have antt:to `ggld;•?he sane in fee simple forever. Gr or hers hereunto set In fitness. Whet$of,;' the 2resenme: Signed, seamie: erfWitness Printed Name: l J1 7? Witness Priutcd Name: I`a? r?15_ i2 V nU n r, h I S hand and seal the day and year first above written. (Seal) LD W. V PAGENEN AS PERSONAL REPRESENTA E OF THE ESTATE OF THERESA A. PANFILI, DECEASED (Seal) STATE OF FLORIDA COUMTYOF PINELLAS I HEREBY CERTIFY that on this day before me, an officer duly qualified to take acknowledgments, personally appeared HAROLD W. VAN WAGENEN AS PERSONAL REPRESENTATIVE OF THE ESTATE OF THERESA A. PANFILI, DECEASED who produced as identification. WITMESS my hand and official seal in the County and State last aforesaid this 19 th day of December, 2 0 0.1 PARED BY & RETURN TO: RATHIE P. YOUNG L1?2 STEWART TITLE OF PINELLAS, INC. otary7'ublic 147 NORTH BELCHER ROAD LARGO, FLORIDA 33771 My commission expires: PHONE (727) 538-4855 rtr' Seal) FAX (727) 538-2665 ?ar•? KATHIEPYOUNG 011419 21 MY COMMUSION s CC71382v a ?@ EXPIRES February 8, 2OD2 1-80D- N AAY Fla NOWy ServiQ d 8andrp Co. ORIGINAL y RECEIVED JAN 2 6 2007 PLANNING DEPARTMENT CITY OF CLEARWATER KARLEEN F. DE DLAKER, CLEFT( OF COURT PI` ELLAS COUNTY, FLORIDA Prepared By & Return To: THIE P. YOUNG TEWART TITLE OF PINELLAS, IN 147 NORTH BELCHER ROAD LARGO, FLORIDA 33771 PHONE (727) 538-4855 FAX (727) 538-2665 01141920, WARRANTY DEED C. 077291 12-20-2001 17:31:45 HDP 51 DED40DOWEL1 HOLDINGS INC 000000 10:01446397 DK:11745 SM-0660 EPG:0660 RECORDING 001 PAGES 1 $6.00 DOC STAMP - DR219 3 $175.00 TOTAL: $181.00 CHECK AHT.TENDERED: $181.00 CHANGE: $.00 DY DEPUTY CLERK This Indentitre, Made this Qa doy of ? 0' ! 200 Between ROGER G. OWENS AND MURIEL L. OWENS;,<HIS'iWTFE "4 4 grantor*, whosemailingaddressis 8330 ERIC STREE?F.•E• SPi2ING HILL, FL 34608 and MCDOWELL HOLDINGS, INC. grantee", whose mailing address Is 1433 COU,Rt,.STREET CLEARWATER, FL 33756 •'Grantor' and 'Gran ree' gi2'usedf ph.{tngtdar or plural, as conre t requires. Witnesseth, 771at said grantor, for and in Mtde eration oj'-the slmr of Ten ($10.00) Dollars, and other good and valuable considerations to said grantor in hand paid by said' 7k itee ,Ae receipt whereof is hereby acknowledged, has granted, bargained and sold to the said grantee, and grantees heirs and-ossegns forel'er, the following described land, situate, lying and being in Pinellas Colony, F7014da-'tu 471< Lot 5, Block "A", BREfiZE•%'HS1, according to the plat thereof, as recorded in Plat Boot. i,31. Page 66, Public Records of Pinellas County, 'Florida. 9PAGES I ACCT A BEING KNOWN AS PARC#-.NO,.,. 14/29/15/10854/001/0050 CHGAMT CK AMT REC DS DR219 01-446397 DEC-20-2001 5:32pN 0S PINELLRS CO SK 11745 PG 660 TNT FEES MTF NC REVS Subject to easemetift, (•esflicti ns and reservations of record. TOTAL Together, with all theYenfnuvtts, hereditaments and appurtenances thereto belonging or in altyVtise appertaining. 6S To have and to "!%old;.tlre ;game in fee simple forever. And the grantor'' ere/Jycovenants with said grantee that the grantor is lanfidly seized of said land in fee simple; that the grantor has goald right`ond lawful authority to sell and convey said land and hereby warrants the title to said land and will defend the same.again. `tlte law frd claims of all persons )t•lromsoever, and that said land is free of all encumbrances, except loxes for the } eul? <,`' 2 O n 1 and subsequent years. In YVreutes? VfirJi'&ieof, Grantor has hereunto set grantor's hand and seal the day and year first above Well. Signed, se.gli lFarid delivered in our presence: '_WitacsdSiPnalurc: ?•t?e-eQ (Seal) When ssPrintedName:, ROGER G. 0 ITS tness Signature: ADi". Witness Printed Name: ??ar,? R g"T"! _ -v?7 RI L L . 0 Witness Signature: (Seal) Witness Printed Name: Witness Signature: (Seat) Witness Printed Name: STATE OF -1=) O - - - CO LINTY OF - 1-I2Y 1_\O 'N? ? _ . - T7ze foregoing insbYrnrent was acknowledged before me tltis j?) day of 0?? OkUv-l ;?OD I by ROGER G. OWENS AND MURIEL L. OWENS , HIS WIFE who produced -?FL.p,( In A cll? \ Q?(3 \ U YV&Q- as identification. WITNESS a0, hand and official seal in the County and State last aforesaid this ..1g day of Notary Public My commission expires: (Notarial Seal) EVEN M.ASBURY MY COMMISSION A CC 759913 ' j EXPIRES:JuIyI6,2002 $R7ti 6wMadThtullalary Pub1k UndemAard ORIGINAL RECEWED JAN 2 6 2007 PLANNING DEPARTMENI CITY OF CLEARWATER S?pLaA, 11/29/2006 Receipt #: 1200600000000012016 10:44:24AM p ?= 4 Date: 11/29/2006 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLS2006-11068 03 Flex Std-Commercial 010-341262 475.00 Line Item Total: $475.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check MCDOWELL AND ALBERT ORTHODONTICS PA R_D 2089 In Person Payment Total: 475.00 I* ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. $475.00 cReceipt.rpt Page I of 1 J## Al 0 0 FLS2006-11068 1459 COURT ST MCDOWELL PROPERTY PLANNER OF RECORD: NOT ENTERED ATLAS # 297A ZONING: O LAND USE: R/OG RECEIVED: 11/29/2006 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: /- ?- OBI CDB: ORIGINAL RECEIVED € i'jV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ----CLW C-ovei She -- -- CJ Wells, Wayne From: Renee Ruggiero [renee@northsideengineering.com] Sent: Tuesday, June 12, 2007 3:39 PM To: Wells, Wayne Cc: tchahn@hotmail.com Subject: McDowell • Page 1 of 1 Wayne, I just spoke with Tim Hahn, contractor for McDowell; he stated that he recorded and provided a copy of the NOC to Clw staff last week, the document according to Tim was misplaced and he will provide another copy tomorrow for permit issuance. End result Tim gave me a commitment to take care of this by end of day tomorrow (I reminded him that you close early tomorrow). Thank you, Renee Ruggiero, Project Planner Northside Engineering Services, Inc. 601 Cleveland St, #930 Clearwater, FL 33755 T 727.443.2869 / F727.446.8036 6/12/2007 04/24/2007 01:17 7274420 MCDOWELL BLANvr-LlczHIP PAGE 02 I! KEN BuRKE, CLERK OF COMT ?"? PINELL AS COUNTY FLORIDA ,, L,ANNING DEPARTMENT INST# 2007141622 OW41M7 at 12:38 PM .i 0 S. MYRTLE AVENUE, 2ND FLOOR OFF REC SK: 15756 PG: 1471-1471 9'?!y tE E t;LEARWATER, FL 33756 DuaTyps:AGM RECORDMG: $10.00 RHONE . 727-562-4567; FAX: 727-562-4865 DECLARATION OF UNITY OF 'T'ITLE Property O ner: 0) G t>bor-?t +1???I f1 .st- - Property A dress: KNOW O ALL MEN 'BY THESE PRESENTS, that pursuant to the ordinances of the City of Clearwater pertaining the issuance of building permits and regulating land development activities, the undersigned, being the fee ow r (s) of the following described real property (legal description) situated in the City of Clearwater, County of inellas and State of Florida, to wit: LQA51 t K A, $c-ee-ze kok% 1?1-?9?t5-- 1OaS??ast- c?o5fl B%V- A I GrrC2e, AI Ij t y ' e-r7 'tom- I'AG4 -• Oi 04?0? do hereby ake the following declaration of conditions, limitations and restrictions on said lands, hereafter to be known and eferred to as a DECLARATION OF UNITY OF TITLE, as to the following particulars: 1. Th the aforesaid plot or combination of separate lots, plots, parcels, acreage or portions thereof, shall he after be regarded as and is hereby declared to be unified under one title as an indivisible building site. 2. TN t the said property shall henceforth be considered as one plot or parcel of land, and that no portion the eof shall be sold, assigned, transferred, conveyed or devised separately except in its entirety, as one pl or parcel of land. I 3. Th t this Declaration of Unity of Title shall constitute a covenant to run with the land, as provided by la and shall be binding upon the undersigned, and the heirs, successors and assigns of the undersigned, an all parties claiming under them until such time as the same may be released in writing under the order of e City Manager of the City of Clearwater, The undersigned also agree(s) that this instrument shall be re rded in the public records of Pinellas County, Florida. Signed, 5e ed, witnessed and acknowledged this 4,4,& day of AERJ L , 2002-, at Clearwa r, Florida. I I:5S S• O { ): ? C'OUNT`C FF PINELLAS Nowt' Poift • SM o Flaltin r con. a*n i:om Nov 14, 2006 CcmW@ lQn # 00 4505 0 Bor4MOV11-6 P NftyAWL Notary Public Signature Name of Notary Printed (SEAL P???OVE) er or produced identification 't'ype of ideritificati0n produced Notary Commission Nutnber: oo4go64a 04/24/2007 01:17 727442 160 MCDOWELL BLANJSHIP PAGE 03 Page 1 of 1 Transaction #: 1006768 Print Date: Receipt #: 1074620 4/24/2007 12:3834 PM Cashier Date: 4/241200712:38:34 PM (CLKDMC9) Custo I ormati Transaction Info MAtion Payment Samm*rY DateReceived: 04/24/2007 Source Code: Clearwater Q MCDO LL BOLDING INC Q Code: Clearwater Over the Total Fees $10.00 1459 COU T ST Return Code: Counter Total Payments $10.00 Clearwater, L 33756 Trans Type: Recording Agent Ref Num: 1 Paymen FW Q CA Tendered: $20.00 Refund: $10.00 $10.00 1 Recorde Items L i BKIPG:15756/1471 CFN.•2007141S22 e -(A 0 EMENT Date:41241200712:38:33 PM From: MCDO WELL HOLDINGS INC To: CITY CLEARWATER Recordin @ 1 st=$10, Addt'l=$8.50 ea. 1 $10.00 Indexing 1 st 4 Names Free, Addt'l=$1 ea. 2 $0.00 04/24/2007 -01:17 727442 MCDOWELL BLANK#HIP PAGE 01 MCDOWLLL ORTHODONTICS FAX COVER SHEET 727-442-6098 Personal and Confidential Information Only for recipient named below FAX: (Z S? ?0 Z. ?,l ?,-- ATTN! FROM: Cr-+ ?1 S ®va COMMENTS: Number of Pages including cover sheet: 3 If you do not receive all pages please contact us immediately. McDowell Orthodontics - 1433 Court St. • Clearwater, Florida 33756 Tel. (727) 442-6098 9 Fax (727) 442-0510 • 0 . Page 1 of 3 Wells, Wayne From: Renee Ruggiero [renee@northsideengineering.com] Sent: Thursday, April 05, 2007 4:31 PM To: mcdernie@aol.com; tchahn@hotmail.com Cc: Wells, Wayne Subject: McDowell Parking Lot Dr. McDowell, Please see Wayne's response below to my earlier e-mail. Once your contractor has submitted the plans for permit review, you should call Mr. Rick DeBord to inform him of the submittal (get the BCP number from your contractor) and see what Mr. DeBord needs you to do if anything. You may need to attend one more hearing before the parking lot is installed. Take with you to the hearing a copy of your Development Order, your permit submittal number and date submitted; providing proof that you are committed to moving the project forward and to resolve the situation. That is the best advice I have for you. Thank you, Renee Ruggiero, Project Planner Northside Engineering Services, Inc. 601 Cleveland St, #930 Clearwater, FL 33755 T 727.443.2869 / F727.446.8036 From: Wayne.Wells@myClearwater.com [mailto:Wayne.Wells@myClearwater.com] Sent: Thursday, April 05, 2007 4:00 PM To: Renee Ruggiero Subject: RE: Linda Griffin CRT = Community Response Team. What Mr. Hall is saying is the Board has set a compliance date and a daily fine if not in compliance by that date. Contact Rick DeBord for Code Enforcement Board procedures (562-4720). -----Original Message----- From: Renee Ruggiero [mailto:renee@northsideengineering.com] Sent: Thursday, April 05, 2007 2:38 PM To: Wells, Wayne Cc: mcdernie@aol.com; tchahn@hotmaii.com Subject: RE: Linda. Griffin Wayne, Your fellow City employees need to speak laymen's English. I do not know what CRT is. We are doing everything we can to finish the project. We no longer need to be berated but instructed. The contractor is on his way here now to put up the plans and supporting documentation for permit submission, you provided some direction in an earlier e-mail that we will follow up on. Please what else can or should we be doing ? Thanks for your always kind and patient direction, it is greatly appreciated Wayne. 4/5/2007 . • Page 2 of 3 Sincerely, Renee Ruggiero, Project Planner Northside Engineering Services, Inc. 601 Cleveland St, #930 Clearwater, FL 33755 T 727.443.2869 / F727.446.8036 From: Wayne.Wells@myClearwater.com [mailto:Wayne.Wells@myClearwater.com] Sent: Thursday, April 05, 2007 2:29 PM To: Renee Ruggiero Subject: FW: Linda Griffin FYI -----Original Message----- From: Hall, Bob Sent: Thursday, April 05, 2007 2:14 PM To: Wells, Wayne Cc: DeBord, Rick Subject: RE: Linda Griffin This is a Code Board order, not a CRT item anymore. The board does not have any authority to extend the date of compliance. -----Original Message----- From: DeBord, Rick Sent: Thursday, April 05, 2007 1:04 PM To: Hall, Bob Subject: FW: Linda Griffin FYI -----Original Message----- From: Wells, Wayne Sent: Thursday, April 05, 2007 8:51 AM To: 'Renee Ruggiero' Cc: DeBord, Rick Subject: RE: Linda Griffin Renee - There is still the deadline set by the Code Enforcement Board to deal with. You or Dr. McDowell should contact Rick DeBord in Community Response Team to discuss the status and schedule for the project. I would also suggest that when building permits are submitted to the Development Services Department, an expedited review be requested to hurry the building permit along so hopefully it can issued soon and then construction of the improvements can commence. Wayne -----Original Message----- From: Renee Ruggiero [mailto:renee@northsideengineering.com] Sent: Wednesday, April 04, 2007 4:10 PM To: Wells, Wayne Subject: RE: Linda Griffin Thanks Wayne, the Contractor will be submitting this week. Frankly I do not see this being 4/5/2007 0 0 Page 3 of 3 finished and in place by the Codes drop date ..... we are all moving along as quickly as possible, but not fast enough. Thanks again and have a great afternoon, Renee Ruggiero, Project Planner Northside Engineering Services, Inc. 601 Cleveland St, #930 Clearwater, FL 33755 T 727.443.2869 / F727.446.8036 From: Wayne.Wells@myClearwater.com [mailto:Wayne.Wells@myClearwater.com] Sent: Wednesday, April 04, 2007 1:17 PM To: Renee Ruggiero Subject: RE: Linda Griffin You got it. -----Original Message----- From: Renee Ruggiero [mailto:renee@northsideengineering.com] Sent: Wednesday, April 04, 2007 11:17 AM To: Wells, Wayne Subject: Linda Griffin Wayne, I left you a voicemail as well..... I am putting together the permitting packages for the Contractor for McDowell and Linda Griffin site, for Linda's project I only have a DO that expired in July of 2005. Please could you fax or e-mail me whatever letters of extension (I hope) you have on file to include with the permit submission package. Thank you H Renee Ruggiero, Project Planner Northside Engineering Services, Inc. 601 Cleveland St, #930 Clearwater, FL 33755 T 727.443.2869 / F727.446.8036 4/5/2007 Page 1 of 1 0 • Wells, Wayne From: Renee Ruggiero [renee@northsideengineering.com] Sent: Friday, March 23, 2007 5:33 PM To: Wells, Wayne Subject: RE: McDowell Parking Lot Hi Wayne, I am so sorry I didn't get back with you, things have been insane here. We are working to make the revisions required for the issuance of the FDOT permit based upon the information on the NOI. I know that both Linda and Ernie have been in contact with a contractor and received a bid for the work. I do not know if they accepted the bid and when work will begin. Ernie understands what his time lines are and we can only assume they are doing what they need to be doing to get the work going. I will check in with the contractor on Monday to determine true status and send out an e-mail with the information. Again I apologize for not getting back to you I have been working this due diligence report that is requiring my full attention ...... but I should ALWAYS have time for you. Tried to call you once I received this but no answer. Thanks for keeping and eye out for me on this project and its timing issues. I appreciate ya' Love, Renee Renee Ruggiero, Project Planner Northside Engineering Services, Inc. 601 Cleveland St, #930 Clearwater, FL 33755 T 727.443.2869 / F727.446.8036 -----Original Message----- From: Wayne.Wells@myClearwater.com [mailto:Wayne Sent: Friday, March 23, 2007 5:12 PM To: Renee Ruggiero Cc: Rick.DeBord@myClearwater.com Subject: McDowell Parking Lot Renee - I will not be in the office Monday. Wells@myClearwater.com] We have received the FDOT intent to issue a permit for Dr. McDowell's parking lot. I see that no application has been submitted yet to the City to construct the parking lot. There is an April 30, 2007, deadline by the Code Enforcement Board to have the project permitted and constructed. How are you doing on such?? Receiving the FDOT document reminded me to check the status. Wayne 3/24/2007 a G <?:i;`''?•?,t:? ITY OF C LEAIZWATE R i PLANNING DEPARTMENT ??-?'gTER Posi- OIzTIcI. Box 4748, CLFARWATH, FLORIDA 33758-4748 ?0 MUNICIPAL SERVICI?S BtIItI)ING, 100 SOUTH MYRTLE AVENUE, Q.EARWATI.R, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 LONG RANGE PINNING DEVELOPMENT RI?VII:W February 16, 2007 Ms. Renee Ruggiero Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930 Clearwater, FL 33755 RE: Development Order for Case No. FLS2006-11068 1459 Court Street Dear Ms. Ruggiero: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On January 4, 2007, the Development Review Committee (DRC) reviewed your application for Flexible Standard approval to permit an off-street parking lot in the Office District, under the provisions of Section 2- 1003.G. The DRC recommended approval of the application with the following bases and conditions: Findings of Fact: 1. That the 0.326 acres is located on the south side of Court Street, approximately 300 feet west of the Gulf to Bay Boulevard and Highland Avenue intersection; 2. That the zoning of the property is Office District, which is consistent with the underlying Residential/Office General (R/OG) land use category; 3. That the property is currently vacant; 4. That unauthorized parking has been occurring on this property for years without any approval and without an approved parking surface; 5. That the Code Enforcement Board has entered an order requiring compliance with a paved parking surface being installed by April 30, 2007; 6. That the proposal is to construct an off-street parking lot for 11 spaces; 7. That the proposed parking lot provides cross-access to the parking area at the rear of the property to the west at 1455 Court Street; 8. That the proposed parking lot meets required setbacks and perimeter buffers; 9. That a six-foot high masonry wall, stuccoed and painted on both sides with lintels to protect tree roots is proposed along the southern property line, with landscaping on the inside of the wall, similar to that approved under Case No. FLD2003-01002; and 10. That there is no outdoor lighting of the property proposed at this time. Conclusions of Law: 1. The proposal complies with Off-street Parking Lot criteria under the provisions of Section 2-1003.G; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; 3. The proposal complies with the Comprehensive Landscape Program criteria under the provisions of Section 3-1202.G; and 4. The proposed development is compatible with the surrounding area. FRANK I111MARD, MAYOR .Irnix KORAN, COt;N01Ati:MM-k I10)-F I L NIIIAON, COI NCH \IEMBI:R 1311.1.Jo,N.SON, COCN(AL\1[:MHI:R CAMYN A. PFFF:R>F:N, COi NaLA FPM IWN "I:cI( iAl. ENIPLOYAIFN F Am) ATFU;nIATM: Ac:TiON ENIN.01 eR" February 16, 2007 Ruggiero - Page 2 Conditions of Approval: 1. That a Unity of Title be recorded prior to the issuance of a building permit; 2. That, prior to the issuance of the Certificate of Completion, a cross-access easement with the property to the west at 1455 Court Street be recorded in the public records, with a copy provided to the Planning Department; 3. That, for a solely Off-Street Parking Lot, any future outdoor lighting of the property be automatically switched to turn off at 9:00 pm; and 4. That any future building meet all Code requirements, including the provision of foundation landscaping. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above conditions. The approval is based on and must adhere to the site plan and application dated received February 12, 2007. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (February 16, 2008). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. It is noted, however, that the Code Enforcement Board has entered an order requiring compliance with a paved parking surface being installed by April 30, 2007. Time is of the essence to submit and receive a building permit and to construct the proposed site improvements within the designated time frame. Time frames do not change with successive owners. 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. In addition, in accordance with Section 4-502.A, please be aware that an appeal of a Level One approval (Flexible Standard Development) may be initiated by the applicant or a property owner abutting the property (which is the subject of the approval) within seven days of the date the Development Order is issued. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The Community Development Board (CDB) would hear an appeal application. The appeal period for your case will expire on March 2, 2007. If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Planner III, at 727-562-4504. You can access zoning for parcels within the City through our website: www.myclearwater.com. Sincerel Michael Delk, AICP Planning Director S:IPlanningDepartmentlCD BTlex Standard (FLS)Vnactive or Finished CaseslCourt 1459 McDowell Parking Lot (O) -ApprovedlCourt St 1459 FLS2006-11068 Development Order.doc • Northside 5.,,.oe6.s sue,. loc. 49 CIVIL LAND PLANNING ENVIRONMENTAL LETTER OF TRANSMITTAL Date: February 13, 2007 3 To: Mr. Wayne Wells, Planner III Planning Department i City of Clearwater 100 S. Myrtle Ave #210 Clearwater, FL 33755 Reference: 1459 Court St - FLS2006-11068 NES Proj# 648 Enclosed Mail Pick-Up Per Your Request X For Your Use For Your Files Under Separate Cover UPS Overnight X Hand Delivered For Your Review & Comment X For Your Approval For Your Information We Transmit: Originals X Prints Addendum Shop drawings Specifications Applications Floppy Disk Copies Description 1 FDOT Critical Storm Analysis, Signed and Sealed Please contactt (727) 443-2869 should you have any questions or comments. By: § Copies To t, e Ruggiero - ojec . ner File, N. Pelzer, D. Williams 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 TECH@NORTHSIDEENGINEERING.COM 727.443.2869 FAX 727.446.8036 ORIGINAL RECEIVED FEB 14 2007 PLANNING DEPARTMENT CITY OF CLEARWATER • • I RI M(DFRM8,:3Co`1CP 0 5ot#r rf .feu &", gyre. Date: February 12, 2007 LETTER OF TRANSMITTAL CIVIL LAND PLANNING ENVIRONMENTAL To: Mr. Wayne Wells, Planner III Planning Department City of Clearwater 100 S. Myrtle Ave #210 Clearwater, FL 33755 Reference: FLS2006-1 1068 -1459 Court St. NES Proj# 648 Enclosed Mail Pick-Up Per Your Request X For Your Use For Your Files Under Separate Cover UPS Overnight X Hand Delivered For Your Review & Comment X For Your Approval For Your Information We Transmit: RECEIVED FEB 12 2001 PLANNING uEPARTMENT CITY OF CLEARWATER X Originals x_ Prints Addendum Shop drawings Specifications Applications Floppy Disk Copies Description 3 Response Letter 3 Narrative w/ Exhibit B and Comp. Landscape Narrative 3 Stormwater Report - 1 Signed and Sealed w/ 1 set of FDOT Calculations as requested b Bob Maran 3 Sets (9 Sheets) of Civil, Landscape and Tree Preservation Plans, 1 Signed and Sealed Please contact us at (727) 443-2869 should you have any questions or comments. By: Renee Ruggiero, Project Planner Copies To: File, N. Pelzer, D. Williams 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 TECH@NORTHSIDEEN41NEERIN4.COM 727.443.2869 FAX 727.4462036 • • I [ j I <r , IMAIW Sjloe? SMI(4 W, !#X. February 9, 2007 Mr. Wayne Wells Planner III City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLS2006-11068 - 1459 Court St Comment Responses for D.O. Dear Mr. Wells: CIVIL. LAND PLANNING ENVIRONMENTAL. Listed below are our responses to the comments received via email on February 6, 2007. Stormwater 1. Please see revised Civil Sheet C4.1; an additional vertical wall has been added to the southern side of the pond design and the new design allows for 3:1 slopes on the north and east sides of the pond. See attached "Exhibit B" for additional information. Environmental 1. See above response. Landscape 1. The proposed interior landscaping has been delineated by hatching, please see revised Civil Sheet C3.1. 2. The proposed interior landscaping has been revised to delete any conflict or overlap with the perimeter landscape buffers. Please see revised Civil Sheet C3.1. 3. The proposed interior landscape area is 12% after recalculation If there are any additional comments or concerns, please contact our office and we will respond immediately. S' erely, Renee Ruggiero Project Planner McDowell # 648 (34?- - 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 TECH@NORTHSIPEENCINEERINe..COM 727.443.2869 FAX 727.446.8036 PAGE 1 OF 1 • Northside sw#OWZ41 s. 1900. McDowell Parking Lot 1459 Court Street FLS2006-11068 NES Project # 0648 EXHIBIT B • CIVIL • LAND PLANNING ENVIRONMENTAL • RESPONSE TO ENVIRONMENTAL - STORMWATER COMMENTS The proposed plan has been revised to provide an additional vertical wall along the south side of the pond as per your direction. We offer the following justifications for the use of vertical wall(s) along the west and south sides of the pond and 3:1 slopes for north, and east sides of the pond: 1. Though the City of Clearwater requires 1914 cubic feet of volume for quantity attenuation for the 25 year storm at a time of concentration of 60 minutes (provided at a design high water stage of 72.25). FDOT requirements state that the pre-development discharge rate can not be exceeded by the post-development discharge rate for the critical storm. In this case, this is the 100 year / 8 hour storm event requiring 3074 cubic feet of volume for quantity attenuation provided at a design high water stage of 73.2. 2. Further, the FDOT requires the installation of a 6" curb wall per the FDOT 2005 drainage manual section 5.3.4.2 - 3 "Freeboard - To compensate for grading irregularities, 1 foot of freeboard is required above the maximum design stage. Less freeboard is acceptable when a permanent containment feature such as concrete is provided." 3. Additionally, to provide the minimum three tiered landscape design that is required by the City of Clearwater for scenic corridor beautification; the pond must be located a minimum of 7.50' from the front property line. The proposed setback provides the minimum area necessary to accomplish the required three tiered planting area. 4. In order for this diminutive site to remain viable for development as a parking lot (as currently proposed) with possible future development of an office building; the area of the land can not be further diminished by creating additional ponds or by providing 4:1 slopes. The proposed design will provide the site and community with the required water quality and attenuation, while making the best use of this unique property located on Court Street. For the reasons stated above, the installation of a pond without vertical walls and 3:1 slopes would place undue hardship on the developer. Therefore we respectfully request approval of vertical walls on the west and south sides of the pond and 3:1 slopes on the east and north south sides of the pond. NES 648 McDowell - 1112107 RMR/rmr 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 TECH@NORTHSIDEEN41MEERINC.COM 727.443.2869 FAX 727.446.8036 Exhibit "A" to Flexible Standard Development McDowell Property -1459 Court Street NES Project #648 DESCRIPTION OF REQUEST: Flexible development approval to construct an off-street parking lot as per the standards contained within Section 2-1003 of the Development Code and Comprehensive Landscape approval with reduction to the front (north) landscape buffer from 15 feet to 7.50 feet, pursuant to Section 3-1202.G (See Landscape Narrative). BACKGROUND: On April 15, 2003 the CDB approved a development proposal for an office use with various reductions to setbacks and landscape buffers. The approval included 2,789 square feet of office with 15 parking spaces. Several months after this approval, the owner of the neighboring site inquired into this approval as the development plan resulted in the loss of access to the rear parking lot of the neighboring property. On July 20, 2004 in a joint application both properties came forward to address these issues. The CDB approved the additional variances needed to provide the cross access for the neighboring site and various associated revisions to the plan. This proposal contemplates the development of an off-street parking lot, landscaping and drainage. The plan has been designed to take into consideration the future construction of 1,710 square feet of office. The number of parking spaces, setbacks, drainage and landscaping has been designed to support the future construction. It is understood that additional approvals will be necessary to accomplish the construction of the office building in the future. GENERAL APPLICABLE CRITERIA (Code Section 3-913.A) 1. The proposal contemplates approval of an off-street parking lot; the design therefore, will be similar or less than the scale, bulk, coverage, density of many of the surrounding sites. 2. Upon completion, the proposed off-street parking lot and subsequent improvements will increase the value of the subject site, thereby providing a positive influence on the surrounding property values. The proposed off-street parking lot will offer improved: drainage, parking and drive surfaces, an improved access point and new landscaping, all of which will further promote development and investment in the area and along this main corridor. 1 0 0 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 street. 4. The proposed off-street parking lot will minimize traffic congestion by improving access to the site. The improved access is achieved by providing improved curb cuts and aprons with appropriate radii. Further an access driveway is being provided to maintain access to the rear parking lot of the site located west of our subject site. 5. The proposed improvements to the site will be consistent with the surrounding character; providing an enhanced streetscape and providing further encouragement for redevelopment in the area. The development of the off- street parking lot is a permissible use within the Office District. 6. No additional 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 unimproved parking surfaces. The hours of operation for this off-street parking lot will mirror the operating hours of the office for which the parking lot will serve, Monday through Friday from 8 am to 5 pm. Additionally, the required 6 foot high masonry buffer wall is provided along the southern property line to further buffer the site from the adjacent residential uses. This area will require a slightly reduced landscape buffer to allow the required 24' drive aisle, 10 feet of landscape buffer has been provided at this location on the site. Section 2-1003 Flexibility Criteria: G. Off-Street Parking 1. The off-street parking area along the southern property line which is adjacent to residentially zoned and used property will be screened by a 6' high masonry buffer wall and at least 10' of landscape buffer area. 2. No outdoor lighting is proposed at this time. 3. The off-street parking lot surface contains asphalt and concrete where preservation of the existing large oak tree requires, meeting the requirement of an improved surface. 4. For this privately owned and utilized parking lot containing eleven (11) parking spaces for the employees of the dentists office; sufficient stacking and access is provided. RMR 1-25-07 NES #648 2 0 0 COMPREHENSIVE LANDSCAPE PROGRAM NARRATIVE 1459 Court Street McDowell Parking Lot FLS2006-11068 NES Project # 0648 Request: To allow a reduction in the required landscape buffer along the front (north) property line from 15' to 7.50' 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: i. Approximately 80% of all open available green space contains plantings. ii. The design consists of over 550 new plantings, providing three tiers of landscaping along Court street and the rear property line. ill. Over 25 new plantings are proposed at 8 feet or more in height, these plantings will provide substantial visual enhancement to the site and streetscape. 2. Lighting: No outdoor lighting is proposed at this time; any future proposed light will meet required code. 3. Community Character: The proposed installation of just under 600 new plantings, consisting of 8 different varieties will provide immediate visual rewards to the vicinity and community. Additionally, the proposed plan provides landscaping that is tolerant to the Florida environment. 4. Property Values: The number, size, quality and 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 3 tiers of plantings along Court Street as desired. 1/25/07 -RMR • L' Wells, Wayne From: Wells, Wayne Sent: Friday, February 09, 2007 12:12 PM To: Renee Ruggiero (E-mail) Subject: McDowell Renee - I got your voicemail. End of day Monday is acceptable. Wayne Page 1 of 3 Wells, Wayne From: Wells, Wayne Sent: Tuesday, February 06, 2007 11:12 AM To: 'Renee Ruggiero' Subject: RE: FLS2006-11068, 1459 Court Street You only need to revise and submit the necessary sheets. If there is any 8.5"x11" material to support the changes (such as drainage calculations), then you need to submit that. I do not need the application and other stuff that isn't changing. -----Original Message----- From: Renee Ruggiero [mailto:renee@northsideengineering.com] Sent: Tuesday, February 06, 2007 11:04 AM To: Wells, Wayne Cc: Angel Haines Subject: FW: FLS2006-11068, 1459 Court Street From: Renee Ruggiero Sent: Tuesday, February 06, 2007 11:04 AM To: Angel Haines Subject: RE: FLS2006-11068, 1459 Court Street Yes, but I have included him for confirmation.... Wayne, Please provide direction. Thank you ! Renee and Angel From: Angel Haines Sent: Tuesday, February 06, 2007 10:40 AM To: Renee Ruggiero Subject: RE: FLS2006-11068, 1459 Court Street Done! it looks like Wayne is only requesting the revised plans and not supporting documentation again. Is That what you get from his email? Angel From: Renee Ruggiero Sent: Tuesday, February 06, 2007 10:23 AM To: Angel Haines Subject: FW: FLS2006-11068, 1459 Court Street Please set up a response letter please call it Comment Response for DO Please note Wayne is requesting resubmission by 10 on Friday. Thank you, Renee 2/6/2007 f • • Page 2 of 3 -----Original Message----- From: Wayne.Wells@myClearwater.com [mailto:Wayne.Wells@myClearwater.com) Sent: Tuesday, February 06, 2007 7:44 AM To: Renee Ruggiero Subject: FLS2006-11068, 1459 Court Street Renee - The following comments still need to be addressed, prior to issuance of the Development Order. Please revise and resubmit three copies of revised plans no later than 10 am on Friday, February 9, 2007: Stormwater: 1. Redesign the pond to have a maximum slope of 4:1(NOT MET Justification for having the 2:1 slope is not acceptable. Another pond can be added to at the southern property line to provide more volume if needed. Per Rick Albee, the 9" Laurel Oak at the southern property line can be protected if the TOB of the pondlis at the edge of the drip line/tree canopy, which is about 5' away from the property line. Furthermore, to enlarge the existing pond, the clearance between TOB of pond and right-of-way can be reduced to 5' and a vertical wall is allowed adjacent to the future building to maintain required volume and 4:1 slope. (PTV 2/1/07) Environmental: 1. In accordance with City of Clearwater - Storm Drainage Design Criteria Page 7, for dry detention ponds side slopes shall be no steeper than 4:1 (horizontal to vertical). 2/1/07 - NOT MET - SEE STORMWATER COMMENT NO. 1. Landscape: 2/2/07 - WW On Sheet C3.1 either include a legend indicating the shading as interior landscape area or provide a note such as "Interior landscaping - Typical" with an arrow to one of the interior landscape areas. Interior landscape area cannot be within or be also part of a perimeter buffer. Remove that portion of interior landscape area shading within 15 feet of front property line. Recalculate interior landscape area and revise number on Sheet C1.1 (must be a minimum of 10% of the vehicular use area). 1/2/07 - WW Sheet C2.1 - Depict by shading or crosshatching of all required parking lot interior landscaped areas. Wayne No virus found in this incoming message. Checked by AVG Free Edition. Version: 7.1.411 / Virus Database: 268.17.28/672 - Release Date: 2/6/2007 No virus found in this outgoing message. Checked by AVG Free Edition. Version: 7.1.411 / Virus Database: 268.17.28/672 - Release Date: 2/6/2007 No virus found in this outgoing message. 2/6/2007 Page 3 of 3 Checked by AVG Free Edition. Version: 7.1.411 / Virus Database: 268.17.28/672 - Release Date: 2/6/2007 No virus found in this outgoing message. Checked by AVG Free Edition. Version: 7.1.411 / Virus Database: 268.17.28/672 - Release Date: 2/6/2007 No virus found in this outgoing message. Checked by AVG Free Edition. Version: 7.1.411 / Virus Database: 268.17.28/672 - Release Date: 2/6/2007 2/6/2007 0 0 Wells, Wayne From: Wells, Wayne Sent: Tuesday, February 06, 2007 7:44 AM To: Renee Ruggiero (E-mail) Subject: FLS2006-11068, 1459 Court Street Renee - The following comments still need to be addressed, prior to issuance of the Development Order. Please revise and resubmit three copies of revised plans no later than 10 am on Friday, February 9, 2007: Stormwater: 1. Redesign the pond to have a maximum slope of 4:1 (NOT MET Justification for having the 2:1 slope is not acceptable. Another pond can be added to at the southern property line to provide more volume if needed. Per Rick Albee, the 9" Laurel Oak at the southern property line can be protected if the TOB of the pond is at the edge of the drip line/tree canopy, which is about 5' away from the property line. Furthermore, to enlarge the existing pond, the clearance between TOB of pond and right-of-way can be reduced to 5' and a vertical wall is allowed adjacent to the future building to maintain required volume and 4:1 slope. (PTV 2/1/07) Environmental: 1. In accordance with City of Clearwater - Storm Drainage Design Criteria Page 7, for dry detention ponds side slopes shall be no steeper than 4:1 (horizontal to vertical). 2/1/07 - NOT MET - SEE STORMWATER COMMENT NO. 1. Landscape: 2/2/07 - WW On Sheet C3.1 either include a legend indicating the shading as interior landscape area or provide a note such as "Interior landscaping - Typical" with an arrow to one of the interior landscape areas. Interior landscape area cannot be within or be also part of a perimeter buffer. Remove that portion of interior landscape area shading within 15 feet of front property line. Recalculate interior landscape area and revise number on Sheet C1.1 (must be a minimum of 10% of the vehicular use area). 1/2/07 - WW Sheet C2.1 - Depict by shading or crosshatching of all required parking lot interior landscaped areas. Wayne • • Northside CIVIL • LAND PLANNING • ENVIRONMENTAL • S16W,0? .S'MAkf4, 906, January 26, 2007 Mr. Wayne Wells Planner III City of Clearwater Planning Department 100 S. Myrtle Avenue Clearwater, FL 33756 RE: FLS2006-11068 - 1459 Court St DRC Response Dear Mr. Wells: Listed below are our responses to the Development Review meeting held on January 4, 2007. General Engineering (Prior to issuance of Building Permit) 1. Acknowledged, FDOT permits have been applied for and will be provided upon receipt. 2. The pond has been redesigned so that the fence is no longer located within the sight visibility triangle. C3.1 & C2.1 details have been revised to correspond. 3. Sheet C3.1 has been revised to indicate a new 5' sidewalk within the ROW and the required truncated domes as per FDOT Index 304. 4. Acknowledged, a recorded Access Easement will be provided prior to issuance of building permit. Prior to CO: 1. Acknowledged, sidewalks within the ROW shall be installed as per code prior to the issuance of the C.O. 1. Please see `Exhibit B', which provides our justifications for the use of 2:1 slopes along the South, North and East property lines and vertical wall along the West. Environmental Fire 1. As per my conversation on January 10, 2007 with Inspector Keller, please see the attached letter acknowledging the requirement to install the Fire Hydrant in conjunction with a proposal to construct a building on the site. It has been determined that the Fire Hydrant will not be required for the development of this site as a parking lot. RECEIVED Got CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 TECHCNORTHSIDEENGINEERINCG.COM 727.443.2869 FAX 727.446.8036 PAGE I OF 4 JAN 2 r 2GO7 PLANNING DEPARTMENT CITY OF CLEARWATER Land Resources (Prior to Building Permit, per conversation with Rick Albee on 1/9/2007) x 1. A Cross Section has been provided as per discussion and illustration provided by Rick Albee on January 16, 2007. 2. As the site restraints will not allow inch for inch replacement, some replacement will need to be handled through payment into the tree fund. Acknowledged. 3. Tree Preservation plan is provided with this resubmission. Landscaping 1. A Comprehensive Landscape Application has been provided with this resubmittal and the re-design of the pond provides 7.50 feet of landscape buffer area along the north property line. 2. The Sabal Palm located in this area will be relocated and the Palmetto Cluster will be removed, please see revised plan. 3. It is understood and acknowledged that when the development proposal comes forward for the future building a 5 foot foundation planting area is required by Code along the North side of the building. 4. The required parking lot interior landscaping areas have been delineated; please see revised Landscape Plan sheet L 1.1. 5. The required landscape buffers have been delineated and dimensioned as per your request, please see revised plan. The southern buffer has been reduced to 9' and provides a 6' high solid masonry buffer wall as per code allowance. 6. The table and plant counts on sheet L1.1 have been revised and corrected 7. All proposed canopy trees in conflict with overhead utilities have been changed to accent trees. 8. The re-design of the pond with 2:1 slopes along the North property line will allow a 7.5 foot landscape buffer area and will allow a tiered landscape design, additionally a Comprehensive Landscape Application has been provided with this resubmittal. Stormwater 1. Please see attached `Exhibit B', providing justifications for the 2:1 slopes and the use of vertical walls. 2. Please see attached `Exhibit B', providing justifications for the 2:1 slopes and the use of vertical walls. 3. The required 6" free board has been provided, see revised Civil Sheet C4.1 4. See provided pond drawdown analysis utilizing the Darcy Equation in an excel spreadsheet. Further, the underdrain length is determined by inputting length's until the recovery time is less than 24 hours. 5. The seasonal high water table elevation according to the latest geotechnical report indicates a seasonal high ' approx. 3' below existing grade. At the pond location where this boring was taken, this is equal to an elevation of 70.0. 6. See attached geotechnical report for soil profile; in lieu of natural ground percolation, an underdrain system is being utilized to recover the water quality volume. The following to be addressed prior to building permit: 7. Acknowledged, SWFWMD permit to be provided prior to issuance of building permit. 8. Cross section A-A has been labeled; all areas of swales will be sodded and/or landscaped (where permissible.) 9. Details on C2.1 and C3.1 have been revised and match. 10. East-west cross section provided, see revised Civil Sheet C4.1 11. Please see attached `Exhibit B', providing justifications for the 2:1 slopes and the use of vertical walls. 12. We attempted to incorporate additional ponds/swales into our design as suggested. However to accomplish this, the required grading would have a severe negative impact on the existing trees along the south and west property line. Please see attached `Exhibit B', providing additional justifications for the 2:1 slopes and the use of vertical walls. ??????® 601 CLEVELAND STREET, SUITE 934 CLEARW ATER, FLORIDA 33755 TECH@NORTHSIPEENC.INEERINC.COM JAN 2 6 2GO 727.443.2869 FAX 727.446.8036 PACE 2 OF 4 PLANNING DEPARTMENT CITY OF CLFo%RWATER • Solid Waste In discussions with Tom Glenn it was determined that a dumpster will not be required for the proposed parking lot use. Any future development proposal associated with a future building will need to provide a dumpster location. Traffic Engineering 1. Handicap parking sign reads $255 and Index 118 & 119 has been added to the Civil Detail Sheet C5.1 2. An accessible pathway has been provided to the public sidewalk, see revised plans. General Note(s): 1. Acknowledged, TIF fees shall be paid prior to issuance of CO 2. Acknowledged, additional comments may be forthcoming upon submittal of construction permits. Planning 1. All existing utilities have been provided on Sheet C4.1. 2. FLD2003-01002 Conditions of approval: 1. Unity of Title will be recorded and provided prior to issuance of construction permit. 2. In discussions with Tom Glenn it was determined that a dumpster will not be required for the parking lot use. The development proposal associated with the future building will need to provide a dumpster location. 3. No free standing signage is proposed at this time. 4. In discussions with Chief Lenny Rickard it was determined that the installation of a fire hydrant is not required for the parking lot use. The development proposal associated with the future building will need to include the installation of a fire hydrant. Please see Exhibit A acknowledging our agreement and understand of the above. 5. As the site restraints will not allow inch for inch replacement, some replacement will need to be handled through payment into the tree fund. Acknowledged 6. Acknowledged, FDOT permits and SWFWMD permits shall be provided to the city of Clearwater prior to issuance of a construction permit. 7. A copy of the geotechnical report has been included with this re-submission. 8. The plans provide a six foot high masonry wall along the southern property line. 3. An accessible pathway has been provided to the public sidewalk, see revised plans. 4. The fence has been revised and is no longer located within the sight visibility triangle. See revised Sheet C3.1. 5. All detail sections have been appropriately labeled, see revised Civil Sheet C4.1. 6. An accessible pathway has been added to the front of the handicap space which will allow for accessibility to the future building. 7. Both asphalt and concrete is proposed; concrete will be used near the existing 25" tree for preservation and for the sidewalks, asphalt will be utilized in all other areas of the parking lot. Surfaces denoted on plans 8. Acknowledged, Unity of Title to be recorded prior to issuance of a building permit. 9. Acknowledged, recorded Cross Access Easement shall be provided prior to issuance of CO for shared access to neighboring site. 10. Per Bob Maran Cross-drainage easement is no longer required as our subject site is no longer required to handle drainage associated with neighboring site. 11. A 6' high solid masonry wall has been provided, color to be approved by the Planning Dept. 12. Acknowledged, any future site lighting (as none proposed at this time) will be required to automatically shut off at 9 pm as per Section 2-1003.G.2 ORIGINAL RECEIVED 601 CLEVELANP STREET, SUITE 930 CLEARW ATER, FLORIDA 33755 TECH@NORTHSIPEENCINEERING.COM 727.443.2869 FAX 727.446.8036 PAGE 3 OF 4 JAN 2 6 2007 PLANNING 13EPAR MEMt CITY OF CLEAMAIM • 0 13. With the re-design of the pond no curb wall is required. 14. Note added to Sheet C2.1 stating all existing driveways to be removed and upright cubing to be installed. 15. It is understood that time is of the essence for this project; we have made every attempt to quickly re-submit addressing the above comments. Once DO is issued, the project will go out to bid and will be submitted for permitting with installation to take place immediately upon receipt of permit. If there are any additional comments or concerns, please contact our office and we will respond immediately. Sincerely, Renee Ruggiero Project Planner McDowell # 648 ORIGINAL RECEIVED 601 CLEVELANP STREET, SUITE 930 CLEARWATER, FLORIDA 33755 TECH CNORTHSIPEENCINEERINC.COM 727.443.2869 FAX 727.446.8036 PA6E4OF 4 JAN 2 6 2001 PLANNING DEPARTMENT CITY OF CLEARWATER • CIVIL LAND PLANNING ENVIRONMENTAL LETTER OF TRANSMITTAL Date: January 26, 2007 To: Mr. Wayne Wells, Planner III Planning Department City of Clearwater 100 S. Myrtle Ave #210 Clearwater, FL 33755 Reference: FLS2006-11068 - 1459 Court St. NES Proj# 648 Enclosed Mail Pick-Up Per Your Request X For Your Use For Your Files Under Separate Cover UPS Overnight X Hand Delivered For Your Review & Comment X For Your Approval For Your Information We Transmit: X Originals x_ Prints Addendum Shop drawings Specifications Applications Floppy Disk pies Description 4 F Response Letter 4 FLS Application with Exhibit A & B 4 Letter of Authorization 4 Deed 4 Survey 4 Letter to Fire 4 Stormwater Report with Geo Report, 1 Signed and Sealed 4 Sets (9 Sheets) of Civil, Landscape and Tree Preservation Plans, 1 Signed and Sealed 4 Reduced Civil and Landscape Plans Please contact us at (727) 443-2869 should you have any questions or comments. Y ate. R n e Ruggiero, Copies To: File, N. Pelzer, D. Williams 601 CLEVELAND STREET, SUITE 930 CLEARWATER, FLORIDA 33755 TEACH@NORTHSMEEN4ENEERIN6.COM 727.443.2869 FAX 727.446.8036 DECEIVED AN 2 29011 i'IANNING DEPARTMENT CITY OF CLEARWATER • • Wells, Wayne From: Wells, Wayne Sent: Tuesday, January 02, 2007 6:27 PM To: Renee Ruggiero (E-mail) Subject: FLS2006-11068, 1459 Court Street Renee - Attached are the Draft DRC comments for the above case, to be heard at 1:30 pm on Thursday, January 4, 2007. Should you have any questions, feel free to call me or email me. Wayne LJ draft 1.4.07 dre action agenda... LL CITY OF CLE?RWATER ° Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. COM December 04, 2006 Housh Ghovaee 601 Cleveland Street Suite 930 Clearwater, F133755 VIA FAX: 727-446-8036 RE: FLS2006-11068 -- 1459 COURT ST -- Letter of Completeness Dear Housh Ghovaee : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-11068. 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 January 04, 2007, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727-562-4504 or Wayne.Wells@myclearwater.com. Sincerely yours, k ,4-X -w&% Wayn Wells, AICP Planner III Letter of Completeness - FLS2006-11068 - 1459 COURT ST • • Wells, Wayne From: Wells, Wayne Sent: Monday, December 04, 2006 2:11 PM To: Renee Ruggiero (E-mail) Subject: FLS2006-11068, 1459 Court Street Renee - Attached is the Letter of Completeness for the above referenced project. The original is being mailed to you. Wayne letter of apleteness 12.4.06 9 0 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 850-040.24 sYSTEMSPLANNWIN G PROPOSED STATE HIGHWAY ACCESS CONNECTION / NOTICE OF INTENT TO ISSUE PERMIT Important: This Notice does not authorize construction to begin and is not a final permit. ALSO NOTE: THIS NOTICE OF INTENT IS ONLY VALID FOR 1 YEAR FROM SIGNING DATE IN PART 6. I PART 1: APPLICANT INFORMATION APPLICATION 2007-A-799-6 Project Name: Dr. McDowell Parking State Road Name/Number. Court Street / SR 651 Section Number: 15007-000 Maintenance Office: Pinellas Maintenance, Brian A. Bennett, P.E. Permit Staff Representattve Applicant Dr. Ernie H. McDowell Responsible Office: Mailing Address: 1433 CourtStreet Clearwater FL state 33756 Street city Zip Telephone: 727-422-6098 I PART 2: NOTICE OF INTENT TO ISSUE PERMIT YOU ARE HEREBY ADVISED: The Florida Department of Transportation has completed its review of the subject connection permit Application received 01/12/2007 for consistency with Rule Chapters 14-96 and 14-97, F.A.C., and current Department spacing, location, and design criteria and hereby issues this "Notice of Intent" to: ? Issue the subject permit consistent with the permit Application. ® Issue the subject permit consistent with the permit Application and subject to the attached provisions. IMPORTANT This notice of intent to issue a permit does NOT constitute Department permit issuance The permit wi!I be issued after the permittee shows proof that a valid local government development approval or development order has been given to the sites served by the connection and special provisions of the approval consistent with the permit applications and conditions previously noted. No connection work on the right of way shall be initiated until the Department permit is actually issued. Any changes to the site(s) plan will require re-evaluation of the connection(s). This notice is valid for one year, from the date of issuance, and can only be extended with approval by the Department for problems outside the control of the applicant pursuant to Rule Chapter 14-96, F.A.C. This Notice of Intent is transferable as specified only in Rule Chapter 14-96, F.A.C. Continued next page 850.040-24 SYSTEMS PLANNING 06!06 PART 3: CONDITIONS Conditions to be met before Permit will be issued: Standard: 1. Development approval from the appropriate local government consistent with the Notice of Intent to Permit; 2. Assurance of performance pursuant to Section 334.187, Florida Statutes (if required); 3. Notification of all known right of way users affected by the connection(s); 4. Compliance with drainage requirements in Rule Chapter 1486, F.A.C. Other Conditions: 1 Provide a letter of local government site plan approval for the proposed development signed by the City of Clearwater. 2 Provide a copy of the letter issued by the District Seven Drainage Engineer either approving a connection or exemption. 3 Place a notation on the plans that the edge of the travel lane shall be saw cut prior to the removal of any materials. 4 Place a notion on the plan and profile that all sidewalks shall to be constructed of a minimum 4" thick FDOT class I non-structural 3,000 PSI concrete. 5 Place a notion on the plan and profile that the driveway is to be constructed of a minimum 6" thick FDOT class I non-structural 3,000 PSI concrete. Cross section F-F provided on sheet C4.1 will need to be corrected to comply with the above requirement 6 Correct note # 14 under Work in FDOT Right of Way sheet C12; FDOT Standard 616 is not an appropriate traffic control plan for this type of construction. 7 Remove note # 3 under Work in FDOT Right of Way sheet C12, the Department does not require a bond or letter of credit for this type of work as you are not proposing a roadway geometric change. 8 Place a notation on the plans that work within the state right of way is restricted to Monday - Friday 9:OOAM - 3: 30PM. 9 The developer is required to operate and maintain a soil tracking prevention devices that is compliant with FDOT Standard Index # 106. Use additional sheet if necessary Continued next page 9 • 850.04624 SYSTEMS PLANNING 06/06 PART 4: NOTICE OF DEPARTMENT AUTHORITY All approved connection(s) and turning movements are subject to the Departments continuing authority to modify such connection(s) or turning movements in order to protect safety and traffic operations on the state highway or State Highway System. 2. Transportation Control Features and Devices in the State Right of Way. Transportation control features and devices in the Department's right of way, including, but not limited to, traffic signals, medians, median openings, or any other transportation control features or devices in the state right of way, are operational and safety characteristics of the State Highway and are not means of access. The Department may install, remove, or modify any present or future transportation control feature or devices in the state right of way to make changes to promote safety in the right of way or efficient traffic operations on the highway. PART 5: DEPARTMENT CONTACT I NAME: Chris Gregory ADDRESS: 5211 Ulmerton Rd. Clearwater, FL 33760 PHONE: 727.570 5101 PART 6: SIGNATURE OF DEPARTMENT AUTHORITY SIGNATURE OF DEPARTMENT OFFICIAL: 141- PRINT OR TYPE NAME: Brian A. Bennett. P.E. PRINT OR TYPE POSITION: Pinellas Maintenance Engineer DATE: 03/1212007 PHONE: 727570-5101 Continued next page • • 850-040.24 SYSTEMS PLANNING 06106 1 PART 7: APPEAL PROCEDURES 1 You may petition for an administrative hearing pursuant to sections 120.568 and 120.57, Florida Statutes. If you dispute the fads stated in the foregoing Notice of Intended Department Action (hereinafter Notice), you may petition for a formal administrative hearing pursuant to section 120.57 (1), Florida Statutes. If you agree with the fads stated in the Notice, you may petition for an informal administrative hearing pursuant to section 120. 57(2), Florida Statutes. You must file the petition with: Clerk of Agency Proceedings Department of Transportation Haydon Bums Building 605 Suwannee Street, M.S. 58 Tallahassee, Florida 32399-0458 The petition for an administrative hearing must conform to the requirements of Rule 28-106201(2) or Rule 28-106.301(2), Florida Administrative Code, and be filed with the Clerk of Agency Proceedings by 5:00 p.m. no later than 21 days after you received the Notice. The petition must include a copy of the Notice, be legible, on 81/2 by 11 inch white paper, and contain: 1. Your name, address, telephone number, any Department of Transportation identifying number on the Notice, if known, the name and identification number of each agency affected, if known, and the name, address, and telephone number of your representative, if any, which shall be the address for service purposes during the course of the proceeding. 2. An explanation of how your substantial interests will be affected by the action described in the Notice; 3. A statement of when and how you received the Notice; 4. A statement of all disputed issues of material fad. If there are none, you must so indicate; 5. A concise statement of the ultimate fads alleged, including the specific fads you contend warrant reversal or modification of the agency's proposed action, as well as an explanation of how the alleged fads relate to the specific rules and statutes you contend require reversal or modification of the agency's proposed action; 6. A statement of the relief sought, stating precisely the desired action you wish the agency to take in respect to the agency's proposed action. If there are disputed issues of material fact a formal hearing will be held, where you may present evidence and argument on all issues involved and conduct cross-examination. If there are no disputed issues of material fad an informal hearing will be held, where you may present evidence or a written statement for consideration by the Department. Mediation, pursuant to section 120.573, Florida Statutes, may be available if agreed to by all parties, and on such terms as may be agreed upon by all parties. The right to an administrative hearing is not affected when mediation does not result in a settlement. Your petition for an administrative hearing shall be dismissed if it is not in substantial compliance with the above requirements of Rule 28.106.201(2) or Rule 28-106.301(2), Florida Administrative Code. If you fail to timely file your petition in accordance with the above requirements, you will have waived your right to have the intended action reviewed pursuant to chapter 120, Florida Statutes, and the action set forth in the Notice shall be conclusive and final. End 0 0 Wells, Wayne From: Wells, Wayne Sent: Friday, February 16, 2007 10:49 AM To: 'lawyergrif@aol.com' Subject: McDowell Linda - A Development Order has been issued for Mr. McDowell to build the parking lot (see attached). Let me know if I can help with anything. Wayne TAN Court St 1459 IS2006-11068 De.. • Wells, Wayne From: Keller, James Sent: Thursday, February 15, 2007 12:13 PM To: Wells, Wayne Subject: RE: FLS2006-11068, 1459 Court Street Jim Keller / Fire has completed the review for the FLS2006-11068 and have NO issues at this time. -----Original Message----- From: Wells, Wayne Sent: Wednesday, February 14, 2007 10:25 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall-Sides, Leslie; Everitt, Steven; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2006-11068, 1459 Court Street DRC Members: Plans for Case No. FLS2006-11068, 1459 Court Street, have been resubmitted. I have placed two copies of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (one set is for Bob Maran with drainage calculations). Please feel free to take a copy if you wish. Please review your comments/conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met" or still "not met," please affirm to me via email. Please review this resubmittal by, if possible, noon on Wednesday, February 21, 2007. Thanks. Wayne Wells, Wayne From: Reid, Debbie Sent: Wednesday, February 14, 2007 10:56 AM To: Wells, Wayne Subject: RE: FLS2006-11068, 1459 Court Street Wayne, MR has no issues with this project. Debbie O -----Original Message----- From: Wells, Wayne Sent: Wednesday, February 14, 2007 10:25 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall-Sides, Leslie; Everitt, Steven; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2006-11068, 1459 Court Street DRC Members: Plans for Case No. FLS2006-11068, 1459 Court Street, have been resubmitted. I have placed two copies of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (one set is for Bob Maran with drainage calculations). Please feel free to take a copy if you wish. Please review your comments/conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met" or still "not met," please affirm to me via email. Please review this resubmittal by, if possible, noon on Wednesday, February 21, 2007. Thanks. Wayne • • Wells, Wayne From: Wells, Wayne Sent: Wednesday, February 14, 2007 10:25 AM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall-Sides, Leslie; Everitt, Steven; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2006-11068, 1459 Court Street DRC Members: Plans for Case No. FLS2006-11068, 1459 Court Street, have been resubmitted. I have placed two copies of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (one set is for Bob Maran with drainage calculations). Please feel free to take a copy if you wish. Please review your comments/conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met" or still "not met," please affirm to me via email. Please review this resubmittal by, if possible, noon on Wednesday, February 21, 2007. Thanks. Wayne • • Wells, Wayne From: Albee, Rick Sent: Monday, February 05, 2007 11:47 AM To: Wells, Wayne Subject: RE: FLS2006-11068, 1459 Court Street All conditions met. -----Original Message----- From: Wells, Wayne Sent: Sunday, February 04, 2007 5:05 PM To: Albee, Rick Subject: FLS2006-11068, 1459 Court Street Rick - Revised plans for the above project were resubmitted on January 30, 2007, and are on top of the cabinets outside Rm 216. All other departments have reviewed the resubmittal. Since there the clock is running for this site due to Code Enforcement Board action, could you, if possible, review this project by noon on Tuesday, February 6, 2007, so that any of your outstanding comments can be transmitted to Renee at Northside at the end of the day (there are other outstanding comments from other departments). Thanks. Wayne • • Wells, Wayne From: Wells, Wayne Sent: Sunday, February 04, 2007 5:05 PM To: Albee, Rick Subject: FLS2006-11068, 1459 Court Street Rick - Revised plans for the above project were resubmitted on January 30, 2007, and are on top of the cabinets outside Rm 216. All other departments have reviewed the resubmittal. Since there the clock is running for this site due to Code Enforcement Board action, could you, if possible, review this project by noon on Tuesday, February 6, 2007, so that any of your outstanding comments can be transmitted to Renee at Northside at the end of the day (there are other outstanding comments from other departments). Thanks. Wayne • 0 Wells, Wayne From: Rice, Scott Sent: Thursday, February 01, 2007 3:26 PM To: Wells, Wayne Cc: Vo, Phuong Subject: FLS2006-11068 - 1459 Court Street Wayne, There is a comment on the proposed pond that has not been satisfactorily addressed. 1. Redesign the pond to have a maximum slope of 4:1(NOT MET Justification for having the 2:1 slope is not acceptable. Another pond can be added to at the southern property line to provide more volume if needed. Per Rick Albee, the 9" Laurel Oak at the southern property line can be protected if the TOB of the pond is at the edge of the drip line/tree canopy, which is about 5' away from the property line. Furthermore, to enlarge the existing pond, the clearance between TOB of pond and right-of-way can be reduced to 5' and a vertical wall is allowed adjacent to the future building to maintain required volume and 4:1 slope, PTV 2/1/07) D. Scott Rice, PE Assistant Engineering Director 727-562-4781. • • Wells, Wayne From: Reid, Debbie Sent: Wednesday, January 31, 2007 11:55 AM To: Wells, Wayne Subject: RE: FLS2006-11068, 1459 Court Street Wayne, P&P, has no issues with this case. Thanks!! Debbie O -----Original Message----- From: Wells, Wayne Sent: Tuesday, January 30, 2007 7:01 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall-Sides, Leslie; Everitt, Steven; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2006-11068, 1459 Court Street DRC Members: Plans for Case No. FLS2006-11068, 1459 Court Street, have been resubmitted. I have placed three copies of the case resubmittal package on the cabinets outside of Room 216 in our office for your review. Please feel free to take a copy if you wish. Please review your comments/conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met" or still "not met," please affirm to me via email. Please review this resubmittal by, if possible, noon on Tuesday, February 6, 2007. Thanks. Wayne 0 0 Wells, Wayne From: Wells, Wayne Sent: Tuesday, January 30, 2007 7:01 PM To: Albee, Rick; Buysse, Beverly A.; Buzzell, William; Doherty, Steve; Dougall-Sides, Leslie; Everitt, Steven; Glenn, Tom; Gluski, Roberta; Kader, Art; Keller, James; Kurleman, Scott; Morris, William D.; Reid, Debbie; Rice, Scott; Rickard, Leonard; Tefft, Robert; Thompson, Neil; Watkins, Sherry Subject: FLS2006-11068, 1459 Court Street DRC Members: Plans for Case No. FLS2006-11068, 1459 Court Street, have been resubmitted. I have placed three copies of the case resubmittal package on the cabinets outside of Room 216 in our office for your review. Please feel free to take a copy if you wish. Please review your comments/conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met" or still "not met," please affirm to me via email. Please review this resubmittal by, if possible, noon on Tuesday, February 6, 2007. Thanks. Wayne 01604 & 1.30 pm Case Number: FLS2006-1100-- 1459 COURT ST Owner(s): Mc Dowell Holdings Inc 1433 Court St Clearwater, F133756 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Housh Ghovaee 601 Cleveland Street Clearwater, F133755 TELEPHONE: 727-443-2869, FAX: 727-446-8036, E-MAIL: renee@northsideengineering.com Location: 0.326 acre located on the south side of Court Street, approximately 300 feet west of the Gulf to Bay Boulevard and Highland Avenue intersection. Atlas Page: 297A Zoning District: O, Office Request: Flexible Standard approval to permit an off-street parking lot in the Office District, under the provisions of Section 2-1003.G. Proposed Use: Off-street parking Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, 17133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Neil Thompson, Scott Rice, Steve Doherty, Jim Keller, Rick Albee, Bill Morris Applicant: Renee Ruggiero, Ron Belko, Earnest McDowell The DRC reviewed this application with the following comments: General Engineering: 1 . Prior to 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 Court Street (S.R. 651) right-of-way. 2. 6-foot high fence is not permitted in sight triangle per Community Development Code Sec. 3-904 A. 3. 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.) 4. Applicant shall provide a copy of a recorded cross access agreement with the adjoining property owner to the west of subject property. Prior to CO: 1. Sidewalk(s) shall be installed within all right-of-way(s) adjacent to this site per City's Standards and Specifications, and shall be installed per Community Development Code Section 3-1701. Environmental: 1 . Prior to DO: 1. In accordance with City of Clearwater - Storm Drainage Design Criteria Page 7, for dry detention ponds side slopes shall be no steeper than 4:1 (horizontal to vertical). 2. Details on Sheet C3.1 do not correspond to information on Sheet C2.1. Specifically slopes on underdrain details. Fire: Show the location of Fire Hydrant, must be within 300' and on the SAME side of the street. Acknowledge PRIOR to D.O. Harbor Master: 1 . No issues. Legal: 1 , No issues. Land Resources: Development Review Agenda - Thursday, January 4, 2007 - Page 20 1 . Show a cross section of the proposed parking lot at the 25" Oak treeZoncrete on grade with aeration is recommended, show prior to CDB. 2. Eleven trees on the survey have been removed, on 3/29/03 a tree permit was approved for 4 trees, what happened to the others? If proof can not be given that these trees were dead or declining, replacements will be required on an "inch for inch" basis. Address prior to building pernut. 3 . Provide a Tree Preservation Plan prepared by a Certified Arborist. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) and how you propose to address these impacts ie; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show 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. Landscaping: I _ 1/4/07 - WW It was discussed at the DRC meeting the site must meet FDOT 100-year storm requirements, which squeezes site improvements. Regarding the following comments, it was determined that a Comprehensive Landscape Program application would need to be submitted to keep the present design. 12/31/06 - WW Section 3-1202.D.1 requires a minimum 15-foot buffer along the frontage of Court Street. Section 3-1202.D.2 permits stormwater retention areas within the buffer, so long as the slope is 4:1 or flatter and all required shrub plantings are not more than six inches below the top of the bank and where the width is at least five feet in width. While there is a five-foot wide area between the front property line and the top of bank, the proposed slope is 2:1. Revise to 4:1. 2. Sheet C2.1 - It appears that the area to the west of the driveway is being lowered for drainage purposes. There are existing trees within this area that are not indicated as to what is proposed (remove or relocate) due to this regrading. Advise/revise. 3 . It is noted that with a vertical wall retention pond, with the future building at the edge of the pond, there is no foundation landscaping area being provided. Recommend modifying to allow for future provision of the foundation landscape area (minimum five-foot wide area). 4. Sheet C2.1 - Depict by shading or crosshatching of all required parking lot interior landscaped areas. 5 . Delineate and dimension all required perimeter landscape buffers (15 feet front; five-foot sides; 12-foot rear). 6. Sheet L1.1 - Revise: a. Landscape Table indicates 41 BX, yet plan only indicates 40. b. Landscape Table indicates 133 VS, yet I only count on the plan 98 VS. Potentially the row along the south property line is the missing VS, since it is not indicated with the number along this area. c. Landscape Table indicates 130 BH, yet I only count on the plan 98 BH. Potentially the row row along the south property line is the missing BH, since it is not indicated with the number along this area. 7. Sheet L1.1 - There are existing overhead utility lines along the site frontage of Court Street. Only accent trees can be planted within 20 feet of these utility lines. Landscape Table indicates larger trees to be planted close to these utility lines. 8 . Sheet L1.1 - There is a 15-foot wide perimeter landscape buffer required along Court Street. Since this is the new gateway to the Downtown, provide a tiered type of landscape materials within this buffer area. Parks and Recreation: 1 . No issues - off street parking, landscaping and drainage. Stormwater: Development Review Agenda - Thursday, January 4, 2007 - Page 21 The following toeaddressed prior to DO: • 1. Redesign the pond to have a maximum slope of 4:1 2. No wall shall be allowed adjacent to the north and east property lines. 3. Provide 6" free board between grate and top of pond. 2. Indicate the type of program used to analyze the pond drawdown and show equation of finding the length of underdrain. 3. Establish SHWT elevation 4. Provide soil profile and double ring infiltrometer test. The following to be addressed prior to building permit. 5. Provide a copy the approved SWFWMD permit. 6. Label the A-A cross section and show that the swale to be sodded to its entirety 7. Revise details on sheet C2.1 and C3.1 to match one another. 8. Provide east-west cross section of the proposed pond. 9. If redesigned pond does not provide enough volume, try to utilize the landscape area at the south property line to provide additional volume and discharge to the pond via swale along the east property line. Solid Waste: 1 . That dumpster service be arranged with the Solid Waste Department prior to the issuance of an occupational license or certificate of occupancy of the proposed building, how will it impact parking requirements. Please contact Tom Glenn - 727-562-4930 Traffic Engineering: 1 , Revise Handicapped parking sign to read $255. Use Index 118 &119 http://www.myclearwater. com/gov/depts/pwa/engin/Production/stddet/index. asp 2. Provide an accessible path from a. building's accessible entrance to a public sidewalk compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2. The above to be addressed prior to a Development Order (D.O.). 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: Development Review Agenda - Thursday, January 4, 2007 - Page 22 Show the location f6existing public and private utilities, including F1RE HYDRANTS, storm and sanitary sewer lines, manholes and lift stations, gas and water lines. Need to add into the written material as part of the application the conditions imposed under prior development approvals: FLD2003-01002 Conditions of Approval: 1. That a Unity of Title be recorded prior to the issuance of a building permit; 2. That a Code compliant trash enclosure, consistent with the material and color of the principal building, be shown on the site and/or building plans prior to the issuance of a building permit; 3. That any freestanding signage be designed as a monument sign, at a maximum height of six feet above grade and consistent with the materials and color of the principal building; 4. That all Fire Department requirements be met prior to the issuance of any permits, including fire hydrants; 5. That tree replacements be provided on an "inch for inch" basis for all trees previously removed without authorization, to the satisfaction of the Planning staff, prior to the issuance of any permits; 6. That, prior to the issuance of any permits, copies of a SWFWMD permit and all required State right-of-way permits be submitted to staff; 7. That soil borings, seasonal high water determination, percolation test and drawdown calculations meeting City criteria be submitted prior to the issuance of any permits; and 8. That a six feet high solid masonry wall, stuccoed and painted to match the building, be installed along the south property line. 3 . Need to provide an accessible path from the handicap space to the public sidewalk within the right-of-way. 4. Sheet C2.1 - Pond cross-section B-B indicates a six-foot high decorative fence. Section 3-804.A.2 permits a six-foot high fence within the front setback so long as there is substantial grill work between columns. Fence height within the visibility triangle cannot exceed 30-inches. Revise proposed location and provide a detail as to the proposed fence. 5 . Sheet C2.1 - Identify cross-section A-A on the right side of sheet. 6. Sheet C2.1 - If there is to be a handicap space that will work with a future building, need to provide a minimum 44-inch walkway area in front of the space to the future building. Relocate proposed fence. 7. Sheet C2.1 - Indicate what the pavement surface is (concrete, asphalt, etc.). 8. Potential condition of approval to be included in the Development Order: That a Unity of Title be recorded prior to the issuance of a building permit; 9. Potential condition of approval to be included in the Development Order: That, prior to the issuance of the Certificate of Completion, a cross-access easement with the property to the west at 1455 Court Street be recorded in the public records, with a copy provided to the Planning Department; 10. Potential condition of approval to be included in the Development Order: That, prior to the issuance of the Certificate of Completion, a cross-drainage easement with the property to the west at 1455 Court Street be recorded in the public records, with a copy provided to the Planning Department; 11 . Sheets C2.1 and L1.1 - For buffering of the adjacent detached dwellings to the south, and in conformance with the prior approval for this property, revise to provide a six-foot high solid masonry wall, stuccoed and painted to match the building, along the south property line, with landscaping on the north side of the wall. 12. While the application notes no outdoor lighting proposed at this time, Section 2-1003.G.2 requires all outdoor lighting to be automatically switched to turn off at 9:00 pm. Such a condition will be included in the Development Order. 13. Sheet C2.1 - Section B-B - How deep is curb wall adjacent to/parallel with Court Street? 14. Sheets C2.1 & L1.1 - Show all existing driveways not to be re-used to be removed and upright curbing installed. 15. The Code Enforcement Board has entered an order requiring compliance with a paved parking surface being installed by April 30, 2007. Time is of the essence to get this FLS case approved, submit and obtain a building permit and construct the improvements. Other: No Comments Notes: Prior to issuance of a Development Order, submit four revised sets of application material addressing all DRC comments by Feburary 5, 2007, or earlier, or FLS will be void for failure to timely address DRC comments. Development Review Agenda - Thursday, January 4, 2007 - Page 23 ;0 , ), 0 wr--Zw-a? d..''? C T 1'I r., OF C LEARWATE R 'If" !, ? d -- ?p POST OFFICE BOX 4748 CLWWATER FLORIDA 33758-4748 CITY HALL, 12, SOUTH OSCEOLA AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4090 FAx (727) 562-4086 OFFICIAL RECORDS AND LEGISiATIVE SERVICES January 3, 2007 McDowell Holdings, Inc. 1433 Court Street Clearwater, FL 33756 RE: Municipal Code Enforcement Board Case No. 71-06 Violation Address: 1459 Court Street Dear McDowell Holdings: There was a typographical error on the Order previously sent to you. Please note the corrected date for compliance. When you comply with the Board's Order, please call Code Inspector Rick DeBord at 727-562-4728. Sincerely, Mary K. Diana, MMC Municipal Code Enforcement Board Secretary Enclosure cc: Carlos Colon, Assistant City Attorney Rick DeBord, Code Inspector 411,J % I [w `3t3/, U, P?,k?yoR 4,--Ph OCIVAN, COUNULHFNMS-!„ FlOYC' HVAIT: OJ , (,<iEItK SAMCEB\L9'tters'1993=2006\2006'Cases\71-06 McDowell Letter Notibe of'Ithpending Lijh.doc • CODE ENFORCEMENT BOARD OF THE CITY OF CLEARWATER, FLORIDA Case No. 71-06 CITY OF CLEARWATER, Petitioner, VS. McDowell Holdings, Inc. 1433 Court Street Clearwater, FL 33756 Respondent(s). Violation Address: 1459 Court Street Breeze Hill, Blk A, Lot 6 This case came before the City of Clearwater Code Enforcement Board on November 29, 2006, after due notice to the Respondent(s), and having heard testimony under oath and received evidence, the Board issues the following Findings of Fact, Conclusions of Law, and Order: FINDINGS OF FACT Based upon the admission to the violation, testimony and evidence received,. it is evident that parking on the grass is occurring which is not permitted. CONCLUSIONS OF LAW The Respondent(s) is/are in violation of the City of Clearwater Code Section(s) as referred in the Affidavit in this case. ORDER It is the Order of the Board that th es 6ndent(s) shall comply with said Section(s) of the City of Clearwater Code by April 30, 2006 constructing a permitted parking lot approved by the City. If Respondent(s) _ does/do not comply within the time specified, the Board may order a fine of $150.00 per day for each day the violation continues to exist. Upon complying with said Section(s) of the Code, the Respondent(s) shall notify Inspector Rick DeBord, who shall inspect the property and notify the Board of compliance. If the Respondent(s) fail/fails to comply within the time specified, a certified copy of the Order imposing the fine may be recorded in the Public Records of Pinellas County, Florida, and once recorded shall constitute a lien against any real property owned by the Respondent(s), pursuant to Chapter 162, Florida Statutes. Any aggrieved party may petition the Board to reconsider or rehear any Board Order resulting from a public hearing. A petition for rehearing must be made in writing and filed with the Board Secretary no later than thirty days after the execution of the Order and prior to the filing of any appeal. Upon receipt of the petition, the Board will consider whether or not to reconsider or rehear the case. The Board will not hear oral argument or evidence in determining whether to grant the petition to reconsider or rehear. S:\MCEB\ORDERS\2006 Orders\71-06 McDowell Order Impending Lien (First) Format.docPage 0 0 i . . F DONE AND ORDERED this 29th day of November 2006, at Clearwater, Pinellas County, Florida. Attest: Mary KID iria Board Secretary MUNICIPAL CODE ENFORCEMENT BOARD CITY OF CLEARWATER, FLORIDA Douglas y<J' Williams, Chair? Date sign4d: Sent by certified mail, with return receipt requested, to the Respondent(s) this ,5-ta-- day of December 2006. I - ? L?ze -Co? Mary Vbkana Board Secretary PLEASE RETURN TO: CITY OF CLEARWATER CITY CLERK P.O. BOX 4748 CLEARWATER, FL 33758-4748 S:\MCEB\ORDERS\2006 Orders\71-06 McDowell Order Impending Lien (First) Format.docPage • Wells, Wayne From: Diana, Sue Sent: Wednesday, January 03, 2007 9:56 AM To: Hall, Bob Cc: Wells, Wayne; DeBord, Rick Subject: RE: Dr. McDowell, 1459 Court Street, Case #71-06 Will correct and resend. Sue -----Original Message----- From: Hall, Bob Sent: Wednesday, January 03, 2007 9:41 AM To: Diana, Sue Cc: Wells, Wayne; DeBord, Rick Subject: FW: Dr. McDowell, 1459 Court Street, Case #71-06 Can you assist Wayne on this? -----Original Message----- From: Wells, Wayne Sent: Tuesday, January 02, 2007 6:45 PM To: Hall, Bob Cc: DeBord, Rick Subject: Dr. McDowell, 1459 Court Street, Case #71-06 Bob - I was preparing the final Draft DRC comments for the FLS case I have for this property, to be heard by the DRC on January 4, 2007, and wanted to include a comment regarding "time is of the essence" to get a parking lot built on this property. Rick gave me a copy of the Code Enforcement Board Order this morning. I noticed, and wanted to bring to your attention, that the Order references needing to comply by April 30, 2006, not 2007 (typographical error). This Order should be revised and sent to Dr. McDowell. When it is amended, could you please send me a copy? Thanks. Wayne Wells, Wayne From: Wells, Wayne Sent: Tuesday, January 02, 2007 6:45 PM To: Hall, Bob Cc: DeBord, Rick Subject: Dr. McDowell, 1459 Court Street, Case #71-06 Bob - I was preparing the final Draft DRC comments for the FLS case I have for this property, to be heard by the DRC on January 4, 2007, and wanted to include a comment regarding "time is of the essence" to get a parking lot built on this property. Rick gave me a copy of the Code Enforcement Board Order this morning. I noticed, and wanted to bring to your attention, that the Order references needing to comply by April 30, 2006, not 2007 (typographical error). This Order should be revised and sent to Dr. McDowell. When it is amended, could you please send me a copy? Thanks. Wayne 'i . • 1.30 pm Case Number: FLS2006-11068 -- 1459 COURT. ST pmf Owner(s): Mc Dowell Holdings Inc 1433 Court St 1*4*07 Clearwater, 6 00 TELEPHONE: E: No No Phone, FAX: No Fax, E-MAIL: No Email Representative: Housh Ghovaee 601 Cleveland Street Clearwater, F133755 TELEPHONE: 727-443-2869, FAX: 727-446-8036, E-MAIL: renee@northsideengineering.com Location: 0.326 acre located on the south side of Court Street, approximately 300 feet west of the Gulf to Bay Boulevard and Highland Avenue intersection. Atlas Page: 297A Zoning District: O, Office Request: Flexible Standard approval to permit an off-street parking lot in the Office District, under the provisions of Section 2-1003.G. Proposed Use: Off-street parking Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Neil Thompson, Scott Rice, Steve Doherty, Jim Keller, Rick Albee Applicant: Renee Ruggiero, The DRC reviewed this application with the following comments: General Engineering: 1 . Prior to 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 Court Street (S.R. 60) right-of-way. 2. 6-foot high fence is not permitted in sight triangle per Community Development Code Sec. 3-904 A. 3. 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.) 4. Applicant shall provide a copy of a recorded cross access agreement with the adjoining property owner to the west of subject property. Prior to CO: 1. Sidewalk(s) shall be installed within all right-of-way(s) adjacent to this site per City's Standards and Specifications, and shall be installed per Community Development Code Section 3-1701. Environmental: 1 . Prior to DO: 1. In accordance with City of Clearwater - Storm Drainage Design Criteria Page 7, for dry detention ponds side slopes shall be no steeper than 4:1 (horizontal to vertical). 2. Details on Sheet C3.1 do not correspond to information on Sheet C2.1. Specifically slopes on underdrain details. Fire: 1 . Show the location of Fire Hydrant, must be within 300' and on the SAME side of the street. Acknowledge PRIOR to D.O. Harbor Master: 1 . No issues. Legal: 1 . No issues. Land Resources: Development Review Agenda - Thursday, January 4, 2007 - Page 20 1 . Show a cross section of the proposed parking lot at the 25" Oak tree ,concrete on grade with aeration is recommended, show prior to CDB. a* 2. Eleven trees on the survey have been removed, on 3/29/03 a tree permit was approved for 4 trees, what happened to the others? If proof can not be given that these trees were dead or decling, replacements will be required on an "inch for inch" basis. Address prior to building permit. 3 . Provide a Tree Preservation Plan prepared by a Certified Arborist. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) and how you propose to address these impacts ie; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show 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. Landscaping: 1 . Section 3-1202.D.1 requires a minimum 15-foot buffer along the frontage of Court Street. Section 3-1202.D.2 permits stormwater retention areas within the buffer, so long as the slope is 4:1 or flatter and all required shrub plantings are not more than six inches below the top of the bank and where the width is at least five feet in width. While there is a five-foot wide area between the front property line and the top of bank, the proposed slope is 2:1. Revise to 4:1. 2. Sheet C2.1 - It appears that the area to the west of the driveway is being lowered for drainage purposes. There are existing trees within this area that are not indicated as to what is proposed (remove or relocate) due to this regrading. Advise/revise. 3. It is noted that with a vertical wall retention pond, with the future building at the edge of the pond, there is no foundation landscaping area being provided. Recommend modifying to allow for future provision of the foundation landscape area (minimum five-foot wide area). 4. Sheet C2.1 - Depict by shading or crosshatching of all required parking lot interior landscaped areas. 5. Delineate and dimension all required perimeter landscape buffers (15 feet front; five-foot sides; 12-foot rear). 6. Sheet L1.1 - Revise: a. Landscape Table indicates 41 BX, yet plan only indicates 40. b. Landscape Table indicates 133 VS, yet I only count on the plan 98 VS. Potentially the row along the south property line is the missing VS, since it is not indicated with the number along this area. c. Landscape Table indicates 130 BH, yet I only count on the plan 98 BH. Potentially the row row along the south property line is the missing BH, since it is not indicated with the number along this area. 7. Sheet L1.1 - There are existing overhead utility lines along the site frontage of Court Street. Only accent trees can be planted within 20 feet of these utility lines. Landscape Table indicates larger trees to be planted close to these utility lines. 8 . Sheet L1.1 - There is a 15-foot wide perimeter landscape buffer required along Court Street. Since this is the new gateway to the Downtown, provide a tiered type of landscape materials within this buffer area. Parks and Recreation: 1 . No issues - off street parking, landscaping and drainage. Stormwater: Development Review Agenda - Thursday, January 4, 2007 - Page 21 The following to be addressed prior to DO: 1. Redesign the pond to have a maximum slope of 4:1 2. No wall shall be allowed adjacent to the north and east property lines. 3. Provide 6" free board between grate and top of pond. 2. Indicate the type of program used to analyze the pond drawdown and show equation of finding the length of underdrain. 3. Establish SHWT elevation 4. Provide soil profile and double ring infiltrometer test. The following to be addressed prior to building permit. 5. Provide a copy the approved SWFWMD permit. 6. Label the A-A cross section and show that the swale to be sodded to its entirety 7. Revise details on sheet C2.1 and C3.1 to match one another. 8. Provide east-west cross section of the proposed pond. 9. If redesigned pond does not provide enough volume, try to utilize the landscape area at the south property line to provide additional volume and discharge to the pond via swale along the east property line. Solid Waste: I . That dumpster service be arranged with the Solid Waste Department prior to the issuance of an occupational license or certificate of occupancy of the proposed building, how will it impact parking requirements. Please contact Tom Glenn - 727-562-4930 Traffic Engineering: 1 , Revise Handicapped parking sign to read $255. Use Index 118 &119 http://www.myclearwater. com/gov/depts/pwa/engin/Production/stddet/index. asp 2. Provide an accessible path from a building's accessible entrance to a public sidewalk compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2. The above to be addressed prior to a Development Order (D.O.). 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: Development Review Agenda - Thursday, January 4, 2007 - Page 22 • 1 . Show the location of existing public and private utilities, including FV HYDRANTS, storm and sanitary sewer lines, manholes and lift stations, gas and water lines. 2. Need to add into the written material as part of the application the conditions imposed under prior development approvals: FLD2003-01002 Conditions of Approval: 1. That a Unity of Title be recorded prior to the issuance of a building permit; 2. That a Code compliant trash enclosure, consistent with the material and color of the principal building, be shown on the site and/or building plans prior to the issuance of a building permit; 3. That any freestanding signage be designed as a monument sign, at a maximum height of six feet above grade and consistent with the materials and color of the principal building; 4. That all Fire Department requirements be met prior to the issuance of any permits, including fire hydrants; 5. That tree replacements be provided on an "inch for inch" basis for all trees previously removed without authorization, to the satisfaction of the Planning staff, prior to the issuance of any permits; 6. That, prior to the issuance of any permits, copies of a SWFWMD permit and all required State right-of-way permits be submitted to staff; 7. That soil borings, seasonal high water determination, percolation test and drawdown calculations meeting City criteria be submitted prior to the issuance of any permits; and 8. That a six feet high solid masonry wall, stuccoed and painted to match the building, be installed along the south property line. 3 . Need to provide an accessible path from the handicap space to the public sidewalk within the right-of-way. 4. Sheet C2.1 - Pond cross-section B-B indicates a six-foot high decorative fence. Section 3-804.A.2 permits a six-foot high fence within the front setback so long as there is substantial grill work between columns. Fence height within the visibility triangle cannot exceed 30-inches. Revise proposed location and provide a detail as to the proposed fence. 5 . Sheet C2.1 - Identify cross-section A-A on the right side of sheet. 6. Sheet C2.1 - If there is to be a handicap space that will work with a future building, need to provide a minimum 44-inch walkway area in front of the space to the future building. Relocate proposed fence. 7. Sheet C2.1 - Indicate what the pavement surface is (concrete, asphalt, etc.). 8. Potential condition of approval to be included in the Development Order: That a Unity of Title be recorded prior to the issuance of a building permit; 9. Potential condition of approval to be included in the Development Order: That, prior to the issuance of the Certificate of Completion, a cross-access easement with the property to the west at 1455 Court Street be recorded in the public records, with a copy provided to the Planning Department; 10. Potential condition of approval to be included in the Development Order: That, prior to the issuance of the Certificate of Completion, a cross-drainage easement with the property to the west at 1455 Court Street be recorded in the public records, with a copy provided to the Planning Department; 11 . Sheets C2.1 and L1.1 - For buffering of the adjacent detached dwellings to the south, and in conformance with the prior approval for this property, revise to provide a six-foot high solid masonry wall, stuccoed and painted to match the building, along the south property line, with landscaping on the north side of the wall. 12. While the application notes no outdoor lighting proposed at this time, Section 2-1003.G.2 requires all outdoor lighting to be automatically switched to turn off at 9:00 pm. Such a condition will be included in the Development Order. 13. Sheet C2.1 - Section B-B - How deep is curb wall adjacent to/parallel with Court Street? 14. Sheets C2.1 & Ll.1 - Show all existing driveways not to be re-used to be removed and upright curbing installed. 15. The Code Enforcement Board has entered an order requiring compliance with a paved parking surface being installed by April 30, 2007. Time is of the essence to get this FLS case approved, submit and obtain a building permit and construct the improvements. Other: No Comments Notes: Prior to issuance of a Development Order, submit four revised sets of application material addressing all DRC comments by Feburary 5, 2007, or earlier, or FLS will be void for failure to timely address DRC comments. Development Review Agenda - Thursday, January 4, 2007 - Page 23 ?a a ex? f ? t 'gip OFFICIAL RECORDS AND LEGISLATIVE SERVICES Certified Mail December 5, 2006 • • DEVEL TSTY'vfT OF OPMENT SVC CLEARWATER 2mg DEC _6 4 j q-- BOX 4748, CLEARWATER, FLORIDA 33758-4748 CITY HAIL, x.12 SOUTH OSCEOLA AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4090 FAx (727) 562-4086 McDowell Holdings, Inc. 1433 Court Street Clearwater, FL 33756 RE: Municipal Code Enforcement Board Case No. 71-06 Violation Address: 1459 Court Street Dear McDowell Holdings:: Enclosed is the Order issued by the Municipal Code Enforcement Board on November 29, 2006. When you comply with the Board's Order, please call Code Inspector Rick DeBord at 727-562-4728. Sincerely, Mary K. Diana, MMC Municipal Code Enforcement Board Secretary Enclosure cc: Carlos Colon, Assistant City Attorney Rick DeBord, Code Inspector %`;t? Ids.- : f li>; OUNCIIMIM3P31AMILI M; S:\MCEB\Letters11993-2006\2006 Gases\71-06 McDowell Letter Notice,of'i pendingiL?cenidoo.,?z 1)^ . ,. ?,' 1,! ... , .i ??lli! =`>.i ,`tQl•I ri?9P?.')'ll3q;< • • CODE ENFORCEMENT BOARD OF THE CITY OF CLEARWATER, FLORIDA Case No. 71-06 CITY OF CLEARWATER, Petitioner, VS. McDowell Holdings, Inc. 1433 Court Street Clearwater, FL 33756 Respondent(s). Violation Address: 1459 Court Street Breeze Hill, Blk A, Lot 6 This case came before the City of Clearwater Code Enforcement Board on November 29, 2006, after due notice to the Respondent(s), and having heard testimony under oath and received evidence, the Board issues the following Findings of Fact, Conclusions of Law, and Order: FINDINGS OF FACT Based upon the admission to the violation, testimony and evidence received, it is evident that parking on the grass is occurring which is not permitted. CONCLUSIONS OF LAW The Respondent(s) is/are in violation of the City of Clearwater Code Section(s) as referred in the Affidavit in this case. ORDER It is the Order of the Board that the Respondent(s) shall comply with said Section(s) of the City of Clearwater Code by April 30, 2006 by constructing a permitted parking lot approved by the City. If Respondent(s) does/do not comply within the time specified, the Board may order a fine of $150.00 per day for each day the violation continues to exist. Upon complying with said Section(s) of the Code, the Respondent(s) shall notify Inspector Rick DeBord, who shall inspect the property and notify the Board of compliance. If the Respondent(s) fail/fails to comply within the time specified, a certified copy of the Order imposing the fine may be recorded in the Public Records of Pinellas County, Florida, and once recorded shall constitute a lien against any real property owned by the Respondent(s), pursuant to Chapter 162, Florida Statutes. Any aggrieved party may petition the Board to reconsider or rehear any Board Order resulting from a public hearing. A petition for rehearing must be made in writing and filed with the Board Secretary no later than thirty days after the execution of the Order and prior to the filing of any appeal. Upon receipt of the petition, the Board will consider whether or not to reconsider or rehear the case. The Board will not hear oral argument or evidence in determining whether to grant the petition to reconsider or rehear. S:\MCEB\ORDERS\2006 Orders\71-06 McDowell Order Impending Lien (First) Format.docPage 9 • Community Response Team Planning Dept. Cases - DRC Ov Case No.Meeting Date: Location: K Oij,67 X11"C', urrentUse: z or U.I?ctive Code Enforcement Case (no) yes: dress number (yes) (no vacant la ) .Landscaping (yeB(no - /Overgrown (yesm-'*" Debris (yes 6(no) Inoperative vehicle(s) (yes) no) o Building(s) (good) (fair) (poor) (vacant land) piFencin on (good) (dilapidated) (broken and/or missing pieces) ? Paint (good) (fair) (poor) (garish) ,,,o,Grass Parkin (yes (no) residential Parking Violations (yes) no giSlgnag one) (ok) (not ok) (billboard) ? Parking (n/a) (striped) (handicapped) (needs repaving) ? Dumpster (enclosed) (not enclosed) utdoor storage (y Comments/Status Report (attach any pertinent documents): n i? Date: I-A/ Reviewed(by:? le phone: Revised d3-29-01;02-04-03 McDowell Property - FLS2000068 - 1459 Court St • Page 1 of 2 Wells, Wayne From: Watkins, Sherry Sent: Friday, December 08, 2006 1:36 PM To: Wells, Wayne Subject: RE: McDowell Property - FLS2006-11068 - 1459 Court St Hello Wayne I marked this on my calendar so I don't forget to do this. I have already called Angel and told her. Thanks Shemj L Watkins Planning Department Administrative Analyst (727) 562-4582 sherry. watkins @myclearwater. coin -----Original Message----- From: Wells, Wayne Sent: Wednesday, December 06, 2006 9:27 AM To: Watkins, Sherry Cc: Thompson, Neil Subject: FW: McDowell Property - FLS2006-11068 - 1459 Court St Sherry - See what we can do to accommodate Dr. McDowell for the 1/4/07 DRC meeting. Wayne -----Original Message----- From: Angel Haines [mailto:Angel@northsideengineering.com] Sent: Wednesday, December 06, 2006 9:23 AM To: Wells, Wayne Cc: Renee Ruggiero Subject: McDowell Property - FLS2006-11068 - 1459 Court St Good morning Wayne, How ya doin'? If possible at all possible, we respectfully request to have this project scheduled on 1/4/07 DRC at 1 pm. Dr. McDowell has patients scheduled for this day already but he will keep 1 pm open until we hear from you. Thanks in advance!!! Angel Haines Crisp Executive Administrative Assistant Northside Engineering Services, Inc. T 727.443.2869 / F 727.446.8036 12/10/2006 McDowell Property - FLS2000' 1068 - 1459 Court St • Page 1 of 1 Wells, Wayne From: Wells, Wayne Sent: Wednesday, December 06, 2006 9:27 AM To: Watkins, Sherry Cc: Thompson, Neil Subject: FW: McDowell Property - FLS2006-11068 - 1459 Court St Sherry - See what we can do to accommodate Dr. McDowell for the 1/4/07 DRC meeting. Wayne -----Original Message----- From: Angel Haines [mailto:Angel@northsideengineering.com] Sent: Wednesday, December 06, 2006 9:23 AM To: Wells, Wayne Cc: Renee Ruggiero Subject: McDowell Property - FLS2006-11068 - 1459 Court St Good morning Wayne, How ya doin'? If possible at all possible, we respectfully request to have this project scheduled on 1/4/07 DRC at 1 pm. Dr. McDowell has patients scheduled for this day already but he will keep 1 pm open until we hear from you. Thanks in advance!!! Angel Haines Crisp Executive Administrative Assistant Northside Engineering Services, Inc. T 727.443.2869 / F 727.446.8036 No virus found in this outgoing message. Checked by AVG Free Edition. Version: 7.1.405 / Virus Database: 268.15.9/573 - Release Date: 12/5/2006 12/6/2006 • • Wells, Wayne From: Wells, Wayne Sent: Tuesday, December 05, 2006 10:26 AM To: Hall, Bob Cc: DeBord, Rick Subject: FLS2006-11068, 1459 Court Street Bob - The Flexible Standard (FLS) application for Dr. McDowell has been filed and is scheduled for the January 4, 2007, DRC meeting. Wayne 0 0 MEETING AGENDA CITY OF CLEARWATER MUNICIPAL CODE ENFORCEMENT BOARD Wednesday, November 29, 2006 - 3:00 p.m. City Hall 1. PUBLIC HEARINGS A. Case 69-06 Douglas J Weiland - JES Properties, Inc 3281 Landmark Drive Occupational License - Shawen B. Case 70-06 Douglas J. Weiland - Athena Capital Partners, Inc 3281 Landmark Drive Occupational License - Shawen C. Case 71-06 McDowell Holdings, Inc. 1459 Court Street Grass Parking - DeBord D. Case 72-06 North Mandalay Investment Group, Inc. 411 East Shore Drive Unsafe Notice - Wright Continued to 1/24/06 E. Case 73-06 Raquel Hetzel 1469 Grove Street Permits/Inspection - Wright F. Case 74-06 Remzi Dalip 2135 Burnice Drive Permits/Inspection - Nardin G. Case 75-06 Natalie P. Howard 1366 Tioga Avenue Grass Parking, Exterior Storage & Surfaces, Landscaping - Ruud H. Case 76-06 First Fed Trust Service Inc, THE 1512 S. Missouri Avenue Exterior Surfaces, Parking Lot Surfaces - Ruud Continued to 1/24/07 CBAG 11006.doc Rev 11-28-06 • 1. Case 77-06 First Fed Trust Service Inc, THE 1508 S. Missouri Avenue Exterior Surfaces, Parking Lot Surfaces - Ruud Continued to 1/24/07 J. Case 78-06 Celia Harmon Est. 1107 Tangerine Street Landscape Cover - Collins K. Case 79-06 Celia Harmon Est. 1309 N. Martin Luther King, Jr. Avenue Landscape Cover - Collins L. Case 80-06 Crescenzo Land Holdings, Inc. 1313 N. Martin Luther King, Jr. Avenue Landscape Cover- Collins M. Case 81-06 Chesterman & Laurel-Ann Bowes 215 Orangeview Avenue Roof Maintenance, Exterior Storage - Espinosa N. Case 82-06 Frederick Singletary 1349 N. Highland Ave. Outdoor Display/Storage, Exterior Storage - O'Neil 2 UNFINISHED BUSINESS A. Case 47-06 - Affidavit of Non-Compliance Isa Q. Dauti 1535 Gulf-to-Bay Boulevard Signs - Weaver B. Case 17-06 - Affidavit of Compliance Boatswin Tree Services 509 Virginia Lane Fences & Windows - Franco 3. OTHER BOARD ACTION/DISCUSSION CBAG 11006.doc Rev 11-28-06 is i . . 2 4. NUISANCE ABATEMENT LIEN FILINGS Tracey J. Lahrsen PNU2006-01255 1413 N. Osceola Avenue 09-29-15-80442-000-0060 $200.00 Crescenzo Land Holdings Inc PNU2006-01837 1313 N. Martin Luther King Jr Avenue 10-29-15-33552-004-0320 $200.00 Carlene P. Hope PNU2006-01356 1145 Wildwood Street 22-29-15-54360-000-0080 $387.50 Rivera-Calderon Family Trust PNU2006-01130 1923 N. Highland Avenue 02-29-15-87714-000-0512 $562.50 Josephine Padden Tre PNU2006-01704 839 Lantana Avenue 05-29-15-54666-030-0040 $363.75 5. APPROVAL OF MINUTES -October 25, 2006 6. ADJOURNMENT CBAG 11006.doc Rev 11 -28-06 3 ???,??f,rjyiyyyf yi"??bs'"N r 0 0 CITY OF CLEARWATER PLANNING AND DEVELOPMENT SERVICES MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVE. CLEARWATER, FLORIDA 33756 PHONE (727) 562-4567 FAX (727) 562-4576 CASE SUMMARY COD2002-00848 1459 COURT ST Overgrown and debris PEOPLE Role: Owner/Property MC DOWELL HOLDINGS INC PHONE: No Phone 1433 COURT ST FAX: No Fax CLEARWATER, FL 33756 CONDITIONS 3-1503.B.7. Met **LOT CLEARING VIOLATION" - Excessive growth or accumulation of weeds, grass, undergrowth or other similar plant material, reaching a height of more than twelve (12") inches, or the accumulation of debris upon property within the City of Clearwater. ACTIVITIES Date 1 Date 2 Date 3 Reinspection 4/1/2002 4/3/2002 All cut and cleared "Note" new owner Dr. Mc Dowell is going to make it a parking lot. Reinspection 3/10/2002 3/14/2002 Working with new owner he is going to clear property. Lot Clearing Notice 3/9/2002 2/26/2002 Letter mailed 3/4/02. Reinspection 3/21/2002 3/27/2002 Owner has tree crew there now and they are clearing property Corrected by Owner 4/3/2002 Complaint Received 2/26/2002 Initial Inspection 2/26/2002 2/26/2002 Overgrown in spots around trees. People using it as a place to drink and hang out. Posted. Done Disp By DONE RDD DONE RDD DONE RDD DONE RDD DONE RDD DONE L_P DONE RDD rAForms\I nfoSu mmary. rpt Wells, Wayne From: Wells, Wayne Sent: Wednesday, May 18, 2005 10:52 AM To: Hall, Bob Subject: FW: Enforcement action needed Bob - Cars are still being parked on this property on the grass (no paved parking). No one has yet to contacted me. What is the status? Wayne -----Original Message----- From: Wells, Wayne Sent: Monday, April 11, 2005 2:27 PM To: Hall, Bob Subject: RE: Enforcement action needed Don't know who "he" is, but no-one has contacted me regarding this issue. -----Original Message----- From: Hall, Bob Sent: Monday, April 11, 2005 2:23 PM To: Wells, Wayne Cc: DeBord, Rick Subject: RE: Enforcement action needed Did he ever contact you? -----Original Message----- From: Wells, Wayne Sent: Friday, February 18, 2005 1:49 PM To: Hall, Bob Subject: Enforcement action needed Bob - Attached is a recently taken photograph of the property at 1459 Court Street (while the property is vacant, this is the address that has been used for other CRT cases and other applications). It is owned by Dr. McDowell. It is currently vacant, but Dr. McDowell has his employees parking on the vacant lot (on the grass). Dr. McDowell's dentistry office is further west on Court Street. This site has been approved by the CDB to be developed with an office building, but no plans have been submitted to improve the property. This is how the property looks most weekdays. Could you have the CRT person for that area cite the doctor for improper parking of vehicles on unapproved surfaces (grass), or however you normally cite property owners for such violations? Wayne << File: MVC-004S.JPG >> 0 0 CITY OF CLEARWATER awiS PLANNING AND DEVELOPMENT SERVICES MUNICIPAL SERVICES BUILDING E4ti;;+` 100 SOUTH MYRTLE AVE. CLEARWATER, FLORIDA 33756 fi11. PHONE (727) 562-4567 FAX (727) 562-4576 CASE SUMMARY CDC2006-00147 1459 COURT ST VACANTLOT Using lot for parking PEOPLE Role: Owner/Property MC DOWELL HOLDINGS INC PHONE: No Phone 1433 COURT ST FAX: No Fax CLEARWATER, FL 33756 CONDITIONS 3-1403.B.1. Not Met "GRASS PARKING" - No parking, displaying or storing of motor vehicles shall be permitted on any grass or other unpaved area unless specifically authorized in this Code. ACTIVITIES Date 1 Date 2 Date 3 Complaint Received 1/19/2006 Done Disp By RDD Inspection 1/19/2006 1/19/20061/19/2006 FAIL RDD Letter from Wayne the flex standard exp. and lot is not to be used for parking send letter Doctor and I work well together-Bob wants me to start for code board. Courtesy Letter 1/19/2006 1/19/2006 DONE RDD Inspection 5/1/2006 5/1/2006 5/1/2006 send notice Inspection 5/1/2006 5/15/2006 5/15/2006 No cars today keep case open to see if cars come back Aso see Documents E-Mail Send NOV 5/2/2006 5/3/2006 Notice of Violation 5/15/2006 5/3/2006 Inspection 5/15/2006 5/23/2006 FAIL RDD PASS RDD DONE L_P DONE L_P rAForms\I nfoS u mmary. rpt 0 . Page 1 of 2 Wells, Wayne From: Renee Ruggiero [Renee@northsideengineering.com) Sent: Tuesday, November 21, 2006 3:45 PM To: Hall, Bob Cc: DeBord, Rick; Kronschnabl, Jeff; Wells, Wayne; Colon, Carlos; Housh Ghovaee; Doreen Williams Subject: RE: McDowell Parking Lot Mr. Hall, Thank you for the quick response, I understand your position and will instruct Dr. McDowell accordingly. Thank you again, Renee Ruggiero, Project Planner From: Bob.Hall@myClearwater.com [mailto: Bob. Hall@myClearwater.com] Sent: Tuesday, November 21, 2006 3:29 PM To: Renee Ruggiero Cc: Rick. DeBord@myClearwater.com; Jeff.Kronschnabl@myClearwater.com; Wayne.Wells@myClearwater.com; carlos.colon@myclearwater.com Subject: RE: McDowell Parking Lot I am Bob Hall from the Community Response Team. We will be proceeding to the Municipal Code Enforcement Board for the parking issues associated with the property. The history is that this property has been requiring compliance for too long. If you or an appropriate representative desires to let the board know when a reasonable time period will be that the property will be brought into compliance, then we would be willing to work with you on the compliance date associated with this property. We will be asking for this project to be completed within an appropriate amount of time or having a fine assessed if the compliance is not achieved within the time frame. We must bring this property into compliance with specific timelines. Bob Hall Development Services Manager 562-4723 -----Original Message----- From: Wells, Wayne Sent: Tuesday, November 21, 2006 2:46 PM To: 'Renee Ruggiero' Cc: Hall, Bob; DeBord, Rick; Kronschnabl, Jeff Subject: RE: McDowell Parking Lot Renee - Dr. McDowell is on the CEB agenda for noncompliance with Code provisions requiring paved parking and no application had been filed with the Planning Department. At the time Code Enforcement personnel checked with me as to Dr. McDowell's status prior to filing for CEB, no application had been filed with us due to the fact that Dr. McDowell did not have a contract with you. By copy of this email I am forwarding this to Code Enforcement. I would contact Rick DeBord or Bob Hall regarding the CEB meeting. I would probably suggest Dr. McDowell or an appropriate agent attending the CEB meeting. 11/29/2006 0 • Page 2 of 2 Wayne -----Original Message----- From: Renee Ruggiero [ma i Ito: Renee@ northsideeng ineering.com] Sent: Tuesday, November 21, 2006 2:15 PM To: Wells, Wayne Cc: Angel Haines Subject: McDowell Parking Lot Good Afternoon Wayne, I am writing this to inquire if you have the ability to assist Dr. McDowell with the Code Compliance Division. I am working on a submission for Wednesday November 29th for this parking lot development proposal. All required information has been obtained for development of the plans for DRC submission. Dr. McDowell has received notice that there will be a CEB hearing on the same day as submission. I am wondering if you may be able to assist in holding this off as you will have a submittal on the same day as the hearing. Is there anything you can do to assist ? Please know that I understand this has been going on for quite some time, but please know that you will have submission on 11-29-06. Thank you for any assistance you may be able to provide. Respectfully, Renee Ruggiero, Project Planner Northside Engineering Services, Inc. 601 Cleveland St, #930 Clearwater, FL 33755 T 727.443.2869 / F727.446.8036 Internal Virus Database is out-of-date. Checked by AVG Free Edition. Version: 7.1.405 / Virus Database: 268.12.4/449 - Release Date: 9/15/2006 Internal Virus Database is out-of-date. Checked by AVG Free Edition. Version: 7.1.405 / Virus Database: 268.12.4/449 - Release Date: 9/15/2006 Internal Virus Database is out-of-date. Checked by AVG Free Edition. Version: 7.1.405 / Virus Database: 268.12.4/449 - Release Date: 9/15/2006 11/29/2006 • • Page 1 of 2 Wells, Wayne From: Hall, Bob Sent: Tuesday, November 21, 2006 3:29 PM To: 'Renee Ruggiero' Cc: DeBord, Rick; Kronschnabl, Jeff; Wells, Wayne; Colon, Carlos Subject: RE: McDowell Parking Lot I am Bob Hall from the Community Response Team. We will be proceeding to the Municipal Code Enforcement Board for the parking issues associated with the property. The history is that this property has been requiring compliance for too long. If you or an appropriate representative desires to let the board know when a reasonable time period will be that the property will be brought into compliance, then we would be willing to work with you on the compliance date associated with this property. We will be asking for this project to be completed within an appropriate amount of time or having a fine assessed if the compliance is not achieved within the time frame. We must bring this property into compliance with specific timelines. Bob Hall Development Services Manager 562-4723 -----Original Message----- From: Wells, Wayne Sent: Tuesday, November 21, 2006 2:46 PM To: 'Renee Ruggiero' Cc: Hall, Bob; DeBord, Rick; Kronschnabl, Jeff Subject: RE: McDowell Parking Lot Renee - Dr. McDowell is on the CEB agenda for noncompliance with Code provisions requiring paved parking and no application had been filed with the Planning Department. At the time Code Enforcement personnel checked with me as to Dr. McDowell's status prior to filing for CEB, no application had been filed with us due to the fact that Dr. McDowell did not have a contract with you. By copy of this email I am forwarding this to Code Enforcement. I would contact Rick DeBord or Bob Hall regarding the CEB meeting. I would probably suggest Dr. McDowell or an appropriate agent attending the CEB meeting. Wayne -----Original Message----- From: Renee Ruggiero [mailto:Renee@northsideengineering.com] Sent: Tuesday, November 21, 2006 2:15 PM To: Wells, Wayne Cc: Angel Haines Subject: McDowell Parking Lot Good Afternoon Wayne, I am writing this to inquire if you have the ability to assist Dr. McDowell with the Code Compliance Division. I am working on a submission for Wednesday November 29th for this parking lot development proposal. All required information has been obtained for development of the plans for DRC submission. Dr. McDowell has received notice that there will be a CEB hearing on the same day as 12/4/2006 0 0 Page 2 of 2 submission. I am wondering if you may be able to assist in holding this off as you will have a submittal on the same day as the hearing. Is there anything you can do to assist ? Please know that I understand this has been going on for quite some time, but please know that you will have submission on 11-29-06. Thank you for any assistance you may be able to provide. Respectfully, Renee Ruggiero, Project Planner Northside Engineering Services, Inc. 601 Cleveland St, #930 Clearwater, FL 33755 T 727.443.2869 / F727.446.8036 Internal Virus Database is out-of-date. Checked by AVG Free Edition. Version: 7.1.405 / Virus Database: 268.12.4/449 - Release Date: 9/15/2006 12/4/2006 V-1 0 0 Page 1 of 2 Wells, Wayne From: Renee Ruggiero [Renee@northsideengineering.com] Sent: Tuesday, November 21, 2006 3:14 PM To: Wells, Wayne Cc: Hall, Bob; DeBord, Rick; Kronschnabl, Jeff Subject: RE: McDowell Parking Lot Wayne, Thank you for the information. Actually, Dr. McDowell has had a signed contract with us since October 10tH 2006. Mr. DeBord and Mr. Hall, Please may I inquire, is there an opportunity to provide one more continuance as submission will be made by noon on November 29, 2006 for the DRC. I know you have been very patient regarding this situation and I appreciate your consideration. Respectfully. Renee Ruggiero, Project Planner From: Wayne.Wells@myClearwater.com [mailto:Wayne.Wells@myClearwater.com] Sent: Tuesday, November 21, 2006 2:46 PM To: Renee Ruggiero Cc: Bob.Hall@myClearwater.com; Rick. DeBord@myClearwater.com; Jeff.Kronschnabl@myClearwater.com Subject: RE: McDowell Parking Lot Renee - Dr. McDowell is on the CEB agenda for noncompliance with Code provisions requiring paved parking and no application had been filed with the Planning Department. At the time Code Enforcement personnel checked with me as to Dr. McDowell's status prior to filing for CEB, no application had been filed with us due to the fact that Dr. McDowell did not have a contract with you. By copy of this email I am forwarding this to Code Enforcement. I would contact Rick DeBord or Bob Hall regarding the CEB meeting. I would probably suggest Dr. McDowell or an appropriate agent attending the CEB meeting. Wayne -----Original Message----- From: Renee Ruggiero [ma ilto: Renee@ northsideeng ineering.com] Sent: Tuesday, November 21, 2006 2:15 PM To: Wells, Wayne Cc: Angel Haines Subject: McDowell Parking Lot Good Afternoon Wayne, I am writing this to inquire if you have the ability to assist Dr. McDowell with the Code Compliance Division. I am working on a submission for Wednesday November 291h for this parking lot development proposal. All required information has been obtained for development of the plans for DRC submission. Dr. McDowell has received notice that there will be a CEB hearing on the same day as submission. I am wondering if you may be able to assist in holding this off as you will have a submittal on the same day as the hearing. Is there anything you can do to assist ? Please know that I understand this has been going 12/4/2006 "'.. % 0 • Page 2 of 2 on for quite some time, but please know that you will have submission on 11-29-06. Thank you for any assistance you may be able to provide. Respectfully, Renee Ruggiero, Project Planner Herthside Engineering Services, Inc. 601 Cleveland St, #930 Clearwater, FL 33755 T 727.443.2869 / F727.446.8036 Internal Virus Database is out-of-date. Checked by AVG Free Edition. Version: 7.1.405 / Virus Database: 268.12.4/449 - Release Date: 9/15/2006 Internal Virus Database is out-of-date. Checked by AVG Free Edition. Version: 7.1.405 / Virus Database: 268.12.4/449 - Release Date: 9/15/2006 Internal Virus Database is out-of-date. Checked by AVG Free Edition. Version: 7.1.405 / Virus Database: 268.12.4/449 - Release Date: 9/15/2006 12/4/2006 • Wells, Wayne From: Delk, Michael Sent: Monday, November 20, 2006 3:17 PM To: Hall, Bob Cc: Wells, Wayne; Pullin, Sharon Subject: RE: Code Board Ok. We can place on Wayne's calendar assuming he has no conflicts. If so, we can send someone else. michael -----Original Message----- From: Hall, Bob Sent: Monday, November 20, 2006 2:40 PM To: Delk, Michael Subject: RE: Code Board Dr. McDowell has been promising to bring the parking on the grass into compliance by getting an approved parking area installed. This has been delayed many times. Bob Hall Development Services Manager 562-4723 -----Original Message----- From: Delk, Michael Sent: Monday, November 20, 2006 2:25 PM To: Hall, Bob Subject: RE: Code Board Sure Bob. What is it about? michael -----Original Message----- From: Hall, Bob Sent: Monday, November 20, 2006 10:39 AM To: Delk, Michael Cc: Wells, Wayne Subject: Code Board We have a case that Wayne Wells has been working on for a long time coming to code board on 11-29- 06 at 3:OOPM in the Council Chambers. We will need Wayne's (or any other appropriate Planner's) testimony at the Code Board meeting that day. The case is Dr. McDowell at 1459 Court St. Bob Hall Development Services Manager 562-4723 0 0 ?,: - ^T'?1?.r. ?o ? ? j v ? 0 0 _ K, ,? • " 'i M1 i..? ? ? `?? •F?+ Mme. 7 ?.:f f _." ?. •k ? o? •? _ 9 ?? A • l e ?' P - T ? •, ?( rt :. •.,? Jrlii?T`; '-? .'mil-?•-'_--? - •? __ _- ?J J? ?? . .et F-W 01 ter.'. 1 ? a N3. ?k.?.. X019 I o e 0 0 "_. ID 5) o • • Wells, Wayne From: DeBord, Rick Sent: Monday, October 09, 2006 2:43 PM To: Wells, Wayne Cc: Herman, Sandra Subject: RE: Dr. McDowell, 1459 Court St. Wayne.. he is set for the November Code board Rick -----Original Message----- From: Wells, Wayne Sent: Monday, October 09, 2006 2:30 PM To: Hall, Bob Cc: DeBord, Rick Subject: Dr. McDowell, 1459 Court St. Bob - What is the status of CDC2006-00147 regarding Dr. McDowell's staff parking on the grass? The last thing I have heard is that Dr. McDowell has yet to sign a contract with Northside Engineering for Northside to prepare the necessary plans for submission to the City. No application has been filed with Planning or Development Services yet. Wayne 0 0 Wells, Wayne From: Wells, Wayne Sent: Monday, October 09, 2006 2:31 PM To: Herman, Sandra Subject: FW: Dr. McDowell, 1459 Court St. Sandy - Forwarded to you since Bob is out of the office. Wayne -----Original Message----- From: Wells, Wayne Sent: Monday, October 09, 2006 2:30 PM To: Hall, Bob Cc: DeBord, Rick Subject: Dr. McDowell, 1459 Court St. Bob - What is the status of CDC2006-00147 regarding Dr. McDowell's staff parking on the grass? The last thing I have heard is that Dr. McDowell has yet to sign a contract with Northside Engineering for Northside to prepare the necessary plans for submission to the City. No application has been filed with Planning or Development Services yet. Wayne • • Wells, Wayne From: Kronschnabl, Jeff Sent: Friday, September 01, 2006 10:33 AM To: Wells, Wayne; McCulley, Janene Cc: Hall, Bob Subject: RE: 1459 Court Street Bob - set up for code board - thanks -----Original Message----- From: Wells, Wayne Sent: Thursday, August 31, 2006 6:22 PM To: McCulley, Janene Cc: Hall, Bob; Kronschnabl, Jeff Subject: RE: 1459 Court Street No application was submitted yesterday (deadline to submit for DRC and/or CDB cases) to construct a parking lot on this property. -----Original Message----- From: McCulley, Janene Sent: Thursday, August 31, 2006 1:56 PM To: Wells, Wayne Cc: Hall, Bob; Kronschnabl, Jeff Subject: 1459 Court Street Wayne, Jeff Kronschnabl asked me to send an email to you requesting the status of this address. Thanks, ,Janene McCulley 562-4642 • • Wells, Wayne From: Wells, Wayne Sent: Thursday, August 31, 2006 6:21 PM To: Hall, Bob Subject: RE: 1459 court St. No application was submitted yesterday (deadline to submit for DRC and/or CDB cases) to construct a parking lot on this property. -----Original Message----- From: Hall, Bob Sent: Thursday, August 31, 2006 2:04 PM To: Wells, Wayne Cc: DeBord, Rick; McCulley, Janene; Kronschnabl, Jeff Subject: RE: 1459 court St. Did this get submitted on time? Is it on track with the schedule listed? Bob Hall Development Services Manager 562-4723 -----Original Message----- From: Wells, Wayne Sent: Tuesday, August 15, 2006 3:04 PM To: Hall, Bob Cc: DeBord, Rick Subject: RE: 1459 court St. Bob - I just got off the telephone with Renee Ruggiero with Northside Engineering regarding this site. They are preparing plans for this site for an off-street parking lot and intend to submit this project to Planning on or before August 30, 2006. Assuming the submission will be complete, the project would be scheduled for the October 5, 2006, DRC meeting and, assuming it is sufficient, would be scheduled for the CDB meeting of November 21, 2006. Wayne -----Original Message----- From: Hall, Bob Sent: Friday, July 28, 2006 1:02 PM To: Wells, Wayne Cc: DeBord, Rick; Kronschnabl, Jeff; McCulley, Janene Subject: 1459 court St. I have directed Rick DeBord to enforce of Dr. McDowell on Court St. He informed me you have advised to hold of as Dr. McDowell is in process of doing a development for you. Can you please let me know the status and the time of progress for compliance on this site? Bob Hall Development Services Manager 562-4723 0 • Wells, Wayne From: Wells, Wayne Sent: Thursday, August 31, 2006 6:22 PM To: McCulley, Janene Cc: Hall, Bob; Kronschnabl, Jeff Subject: RE: 1459 Court Street No application was submitted yesterday (deadline to submit for DRC and/or CDB cases) to construct a parking lot on this property. -----Original Message----- From: McCulley, Janene Sent: Thursday, August 31, 2006 1:56 PM To: Wells, Wayne Cc: Hall, Bob; Kronschnabl, Jeff Subject: 1459 Court Street Wayne, Jeff Kronschnabl asked me to send an email to you requesting the status of this address. Thanks, Janene Al"Gulley 562-4642 Wells, Wayne From: Wells, Wayne Sent: Thursday, August 31, 2006 6:24 PM To: DeBord, Rick Subject: FW: 1459 court St. Forgot to inc lude you in the reply. -----Original Message----- From: Wells, Wayne Sent: Thursday, August 31, 2006 6:21 PM To: Hall, Bob Subject: RE: 1459 court St. No application was submitted yesterday (deadline to submit for DRC and/or CDB cases) to construct a parking lot on this property. -----Original Message----- From: Hall, Bob Sent: Thursday, August 31, 2006 2:04 PM To: Wells, Wayne Cc: DeBord, Rick; McCulley, Janene; Kronschnabl, Jeff Subject: RE: 1459 court St. Did this get submitted on time? Is it on track with the schedule listed? Bob Hall Development Services Manager 562-4723 -----Original Message----- From: Wells, Wayne Sent: Tuesday, August 15, 2006 3:04 PM To: Hall, Bob Cc: DeBord, Rick Subject: RE: 1459 court St. Bob - I just got off the telephone with Renee Ruggiero with Northside Engineering regarding this site. They are preparing plans for this site for an off-street parking lot and intend to submit this project to Planning on or before August 30, 2006. Assuming the submission will be complete, the project would be scheduled for the October 5, 2006, DRC meeting and, assuming it is sufficient, would be scheduled for the CDB meeting of November 21, 2006. Wayne -----Original Message----- From: Hall, Bob Sent: Friday, July 28, 2006 1:02 PM To: Wells, Wayne Cc: DeBord, Rick; Kronschnabl, Jeff; McCulley, Janene Subject: 1459 court St. I have directed Rick DeBord to enforce of Dr. McDowell on Court St. He informed me you have advised to hold of as Dr. McDowell is in process of doing a development for you. Can you please let me know the status and the time of progress for compliance on this site? Bob Hall Development Services Manager 562-4723 0 0 Wells, Wayne From: Wells, Wayne Sent: Tuesday, August 15, 2006 3:04 PM To: Hall, Bob Cc: DeBord, Rick Subject: RE: 1459 court St. Bob - I just got off the telephone with Renee Ruggiero with Northside Engineering regarding this site. They are preparing plans for this site for an off-street parking lot and intend to submit this project to Planning on or before August 30, 2006. Assuming the submission will be complete, the project would be scheduled for the October 5, 2006, DRC meeting and, assuming it is sufficient, would be scheduled for the CDB meeting of November 21, 2006. Wayne -----Original Message----- From: Hall, Bob Sent: Friday, July 28, 2006 1:02 PM To: Wells, Wayne Cc: DeBord, Rick; Kronschnabl, Jeff; McCulley, Janene Subject: 1459 court St. I have directed Rick DeBord to enforce of Dr. McDowell on Court St. He informed me you have advised to hold of as Dr. McDowell is in process of doing a development for you. Can you please let me know the status and the time of progress for compliance on this site? Bob Hall Development Services Manager 562-4723 0 0 Wells, Wayne From: Wells, Wayne Sent: Thursday, July 20, 2006 8:31 AM To: DeBord, Rick Subject: RE: Dr. McDowell's property at 1459 Court Street haven't had my coffee yet. It is July 28, 2006. -----Original Message----- From: DeBord, Rick Sent: Thursday, July 20, 2006 8:20 AM To: Wells, Wayne Subject: RE: Dr. McDowell's property at 1459 Court Street Thanks Boss... do you mean Aug. 8th ? -----Original Message----- From: Wells, Wayne Sent: Thursday, July 20, 2006 8:01 AM To: DeBord, Rick Subject: Dr. McDowell's property at 1459 Court Street Rick - I spoke to Doreen Williams with Northside Engineering and Dr. McDowell on Tuesday, July 18, 2006. Doreen indicated that they are preparing plans to submit to Planning on July 8, 2006, which is our next deadline for submission of applications. Wayne • • Wells, Wayne From: DeBord, Rick Sent: Wednesday, July 12, 2006 7:57 AM To: Wells, Wayne Subject: RE: Dr. McDowell Anything new ? -----Original Message----- From: Wells, Wayne Sent: Sunday, July 02, 2006 4:13 PM To: Doreen Williams (E-mail) Cc: DeBord, Rick Subject: Dr. McDowell Doreen - We have met regarding the need for a parking lot meeting Code requirements for Dr. McDowell's vacant lot at 1459 Court Street. It was my understanding that an application would be filed for at least a parking lot. I had previously given Dr. McDowell until June 19th to file an appropriate application. What is the status of filing any FLS or FLD application for at least a parking lot for Dr. McDowell on this property (when will such be filed)? The unpermitted parking on the grass for the last 3-4 years needs appropriate Code enforcement action should an application not be forthcoming to the City. Thanks. Wayne 0 0 Wells, Wayne From: Wells, Wayne Sent: Wednesday, May 18, 2005 10:52 AM To: Hall, Bob Subject: FW: Enforcement action needed Bob - Cars are still being parked on this property on the grass (no paved parking). No one has yet to contacted me. What is the status? Wayne -----Original Message----- From: Wells, Wayne Sent: Monday, April 11, 2005 2:27 PM To: Hall, Bob Subject: RE: Enforcement action needed Don't know who "he" is, but no-one has contacted me regarding this issue. -----Original Message----- From: Hall, Bob Sent: Monday, April 11, 2005 2:23 PM To: Wells, Wayne Cc: DeBord, Rick Subject: RE: Enforcement action needed Did he ever contact you? -----Original Message----- From: Wells, Wayne Sent: Friday, February 18, 2005 1:49 PM To: Hall, Bob Subject: Enforcement action needed Bob - Attached is a recently taken photograph of the property at 1459 Court Street (while the property is vacant, this is the address that has been used for other CRT cases and other applications). It is owned by Dr. McDowell. It is currently vacant, but Dr. McDowell has his employees parking on the vacant lot (on the grass). Dr. McDowell's dentistry office is further west on Court Street. This site has been approved by the CDB to be developed with an office building, but no plans have been submitted to improve the property. This is how the property looks most weekdays. Could you have the CRT person for that area cite the doctor for improper parking of vehicles on unapproved surfaces (grass), or however you normally cite property owners for such violations? Wayne << File: MVC-004S.JPG >> Page 2 of 5 w Pinellas County Property App ' r Information: 14 29 15 10854 001 Off er - 14 1 29 1 15 / 10854 / 001 1 0050 29-Nov-2006 Jim Smith, CFA Pinellas County Property Appraiser 07:36:36 Ownership Information Uacant Property Use and Sales MC DOWELL HOLDINGS INC OBK: 11745 OPG: 0660 1433 COURT ST CLEARWATER FL 33756-6146 EVAC: Non-EUAC Comparable sales value as Prop Addr: 0 of Jan 1, 2006, based on Census Tract: 264.0 0 2004 2005 - sales from : 0 Sale Date OR Book/P age Price (Qual/UnQ) Vac/Imp Plat Information 12/2,001 11,745{ 660 25,000 (Q) U 1925: Book 013 Pgs 066- 0 /0 0/ 0 0 { ) 0000: Book Pgs - 0 /0 0/ 0 0 { ) 0000: Book Pgs - 0 /0 0/ 0 0 { ) 2006 Value EXEMPTIONS Just/Market: 36,700 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 36,700 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 36,700 Agricultural: 0 2006 Tax Information District: Cu Seawall: Frontage: Clearwater View: 06 Millage: 21.7640 Land Size Unit Land Land Land Front x Depth Price Units Meth 06 Taxes: 798.74 1) 60 x 120 12. 00 7, 200. 00 S Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2006 taxes will be : 5) 0 x 0 .00 .00 798.74 6) 0 x 0 .00 .00 Without any exemptions, 2006 taxes will be 798.74 Short Legal BREEZE HILL BLK A, LOT 5 Description Building Information http:H136.174.187.1,3/htbin/cgi-click?o=l&a=1&b=1&c=1&r=.16&s=4&t3=1&u=0&p=... , 11/29/2006 V, Pinellas County Property Apper r Information: 14 29 15 10854 001 Of 14 1 29 / 15 / 10854 / 001 / 0050 Page 3 of 5 29-Nov-2006 Jim Smith, CFA Pinellas County Property Appraiser 07:36:36 Vacant Parcel Property Use: 000 Land Use: 10 V-IC2?YIT ExTra FE3 -IT 11-r OB !3 Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Map With Property Address (non-vacant) http://136.174.187.13/htbin/cgi-click?o=I &a=.1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=... 11/29/2006 Pinellas County Property Ap*r Information: 14 29 15 10854 001 0s T I F d l R UR ;T 30 TR STREET Page 4 of 5 AVE HIGHL?I AVE Isaa GULF F 7 R W 4 Rt RS 445 O EFTS; 4 RGGERS ST 4 RCV S 47 O R 47 Cl 479 0G R HIGHLA AVE HL A AVE - S ST AVE F HIGHLA AV E 1/8 Mile Aerial Photograph (2002) T f 1452 OUR 1499 10L F 161 w 441 RT 445 RT p 449 X SS AT 0 AT 147 x'07 T T T L ? 14 1444 1450 1455 1160 1466 1470 1474 SIC) a DGER ROGEFG ROGERS OGEP OGE GER OGEE HLAN ST ST ST ST S7 ST 5T AVE E http:// 136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=... 11/29/2006 Pinellas County Property App of r Information: 14 29 15 10854 001 00 3 NAP Pinellas County Property Appraiser Parcel Information Page 5 of 5 http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c= l &r=.16&s=4&t3=1 &u=0&p=... 11/29/2006 Pinellas County Property App*r Information: 14 29 15 10854 0010 ? Page 2 of 5 14 / 29 / 15 / 10654 / 041 / 0060 29-How-2006 Jim Smith, CFA Pinellas County Property Appraiser 07:36:11 Ownership Information Uacant Property Use and Sales HC DOWELL HOLDINGS IHC OBK: 11745 OPG: 0592 1433 COURT ST CLEARWATER FL 33756-6146 EVAC: Hon-EUAC Comparable sales value as Prop Addr: 0 of Jan 1, 2006, based on Census Tract: 264.00 sales from 2004 - 2005: 0 Sale Date OR Book/Page Price {Qual/UnQ} Vac/Imp Plat Information 12/2,001 11,745/ 5 92 25,000 {U} U 1925: Book 013 Pgs 066- 0 /0 0/ 0 0 { } 0000: Book Pgs - 0 /0 0/ 0 0 { } 0000: Book Pgs - 0 /0 O/ 0 0 { } 2006 Value EXEMPTIONS Just/Market: 36,700 Homestead: HO Ownership % .000 Govt Exem: HO Use %: .000 Assessed/Cap: 36,700 Institutional Exem: HO Tax Exempt %:. .000 Historic Exem: 0 Taxable: 36,700 Agricultural: 0 2006 Tax Information District: Cu Seawall: Frontage: Clearwater View: 06 Millage: 21.7640 Land Size Unit Land Land Land Front x Depth Price Units Meth 06 Taxes: 798.74 1} 60 x 120 12.00 7,200.00 S Special Tax .00 2} 0 x 0 .00 .00 3} 0 x 0 .00 .00 Without the Save-Our-Homes 4} 0 x 0 .00 .00 cap, 2006 taxes will be 5} 0 x 0 .00 .00 798.74 6} 0 x 0 .00 .00 Without any exemptions, 2006 taxes will be 798.74 Short Legal BREEZE HILL BLK A, LOT 6 Description Building Information http://136.174.187.13/htbin/cgi-click?o=1 &a=l &b=l &c=1 &r=.16&s=4&t3=1 &u=0&p=... 11/29/2006 C Pinellas County Property Appor Information: 14 29 15 10854 001 010 14 / 29 / 15 / 10554 / 001 / 0000 Page 3 of 5 29-Nov-2006 Jim Smith, CFA Pinellas COunty Property Appraiser 07:36:11 Vacant Parcel Property Use; 000 Land Use; 10 Vaa2?nT ExTra F?a?urss Description Dimensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE; 0 Map With Property Address (non-vacant) [*-]®®®RR http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=... 11/29/2006 Pinellas County Property Appor Information: 14 29 15 10854 001 0is SAN i EhAt? RT OUR ST S'v TR, 441 R7 0 445 QURT 449 1455 0 RT ?'T 147 [,7?T T ,. T ST 4 14 4 1455 IASCt 1460 14G6 1470 1474 a1 0 t,E t R RGGERS ROGERS 0GER 0GER GER OGEIR HLAN T ST ST ST ST ST ST kVE STREET Page 4 of 5 H F F Oman 1437 14 1445 1455 14 147 147. 147'1 ;T?R? FJS' R C??ERS RDTRS RtJ R ?R ?)0' OGTR ? F D Z z W I R -- - ?? .. 1/8 Mile Aerial Photograph (2002) http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p=... 11/29/2006 PU,?c 1 01 Pinellas County Property Appraiser Parcel Information a Js http://136.174.187.13/htbin/cgi-click?o=1 &a=1 &b=1 &c=1 &r-.16&s=4&t3=1 &u=0&p=... 11/29/2006 CITY OF CLEARWATER Q, PLANNING DEPARTMENT gTEF,E?° Posr OmcE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 ONWAL RECENEO jA% 03, 1507 PIANN T CITY OF CCDEA WA ER c. u ujw ¢ ¢ is + r F Lam' H METER7174-45 FINANCIAL WAREHOUSE GROUP' BLDG 100 STE 130 4595 TOWNE LAKE PKWY WOODSTOCK GA 30189 - 5514 • 337SOZ4749 Nlx2E 3O0 I RETURN TO NOT DE:LxV'ERADLE UNAE3LM TO MC: 33756474849 I„I I„, I I, I,,,l, I, l?I„I„I„I! 24 12/28/OS SENDER AS ADDRESSED FORWARD *2091-00466-26-37 I, I, I„I ='ak; CITY OF CLEARWATER PLANNING DEMM ENT POST OMCE Box 4748 CLEARWATER, FLORIDA 337584748 RECEivED DEC 2 9 2006 PLANNING DEPMTMEW CITY OF CiEMWATER I, f? j1 h ((?? O wcn ?? ? U U?J U r ?F (, H ME7EEi717445 MOTIVA ENTERPRISES 1.100 LOUISIANA ST STE 2200 HOUSTON TX 77002 - 5245 NIX IEi '770 1 RETURN TO NOT DELIVERABLE UNABLE TO MC:: Oa7E58474E- 49 :iO 12/27/06 ;ENDER AS ADDRESSED FORWARD *0493-07469-27--27 CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 C1421WRIGHT,JANTHONY P COURT #'E ' ATER FL 33756 - 6172 IL ? //i UV??IJ? e H METER:Z2?445 RECEIVED OCT 2 7 2066 PLANNING DEPARTMENT CITY OF CLEARWATER • WRIG421*X 3a7 N1 1 A06 C 07 12126/06 rORW.ARD TYME EXP RTN TO SEND WRIGHT' ANTHONY A 1011 STATE ST E OLD SMAR rL 34677-4012 0 01.1 v)F- Li"2 1 Gb wN -¢¢ RETURN TO SENDER ._'t?,?=<:•r•::?.,????????i:?4$ I?ri1?,?li?l???l?l?l?{??{??1.,II?,?{?I,?il?al„I?,ii??l?i?l„I CITY OF CLEARWATER PLANNING DEMRT[uIENT ?9TER??• POST OFFICE Box 4748 CLEARWATER, FLORIDA 337584748 ?U v`?-- wrn 0:0: Q. u. MEYN, DIRK J MEYN, CURTIS W 1424 ROGERS ST CLEARWATER FL 33756 - 6143 fi ?. L. H METER71744S 337 N1 1 iOG 1 07 12/22/06 RETURN TO SENDER 1] 337507.4`74Ei MEYN MOVED LEFT UNASL-E TO RETURN TO ac: 337s8474843 VO ADDRESS FORWARD SENDER *0601--01421--22-03 o, Qc 9 CITY OF CLEARWATER PLOMG DEPARTMENT POST OFFICE Box 4748 CLEARWATER, FLORIDA 337558-4748 L'Q taJ(O QQ' aL& I ARIO INC 1488 GULF TO BAY BLVD CLEARWATER FL 33755 - 5344 L' y v ? k H METER.717445 +t X 337 N i i 705 I 07 12/22/06 FORWARD TIME EXP RTN TO SEND :ARIO INC 175 ALT 19 S # 7 PALM HARBOR FL 34683-5541 ?p Ecs:.'?::^: N: RETURN TO SENDER 3375074743 ???11??i1l?li??l?li!?li,l??l?,!li??l?!„!?e!!i(!(:!(i!!(!(!?(! CITY OF CLEARWATER _ i o: PLANNING DEPARTMENT gTERE;?,' POST ONCE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 t,Q ` K _ G:7 aE f H METER717445 ? BRYANT, WILLIAM C 1437 1/2 SAN JUAN CT CLEARWATER FL 33756 - 6043 X 307 NO 1 B05 107 12/22105 FORWARD TIME EXP RTN TO SEND SRVANT' WILLIAM 200 'LAKE AVE NE APT 225 LARGO FL 33771-1689 RETURN TO SENDER 111111111111111111111111111111111111111111111111111111111111 0 0 LL CITY OF CLEARWATER ° Cleamater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W WW.MYCLEARWATER.COM December 12, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 1459 COURT ST (FLS2006-11068) To Surrounding Property Owners: As a property owner within 500 feet of 1459 COURT ST, the City of Clearwater Planning Department gives notice that an application for Flexible Standard approval to permit an off-street parking lot in the Office District, under the provisions of Section 2-1003.G.. On January 04, 2007, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be January 04, 2007. The City encourages you to participate in the review of this application. You may contact me at 727-562-4504 or Wayne.Wells@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on January 04, 2007. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, M • W WaWells Planner III Letter of Notification - FLS2006-11068 - 1459 COURT ST 0 0 EICHER, FRANCES 15332 W BEDFORD CIR CLEARWATER FL 33764 - 7003 FRATERNAL ORDER EAGLES INC GRE 1485 GULF TO BAY BLVD CLEARWATER FL 33755 - 5320 PINELLAS COUNTY TEACHERS CREDI PO BOX 2650 LARGO FL 33779 - 2650 HASKEL, LOUIS CPA PA 415 S SAN REMO AVE CLEARWATER FL 33756 - 6045 GUIDI, PAUL A GUIDI, ANDREA F 1438 COURT ST CLEARWATER FL 33756 - 6147 WHITE, RONNY 1433 SAN JUAN CT CLEARWATER FL 33756 - 6043 MC DOWELL HOLDINGS INC 1433 COURT ST CLEARWATER FL 33756 - 6146 WILLIAMS, ELEANOR K THE 1931 RIPON DR CLEARWATER FL 33764 - 4750 LUCENA,ANGEL LUCENA,RUTH 1440 ROGERS ST E CLEARWATER FL 33756 - 6183 GREEN, EUGENE J GREEN, MARILYN 1436 SAN JUAN CT CLEARWATER FL 33756 - 6044 BORGATA HOLDINGS LLC 4052 WELLINGTON PKWY PALM HARBOR FL 34685 - 1 174 BAY AREA INSURANCE SHOP INC 1452 COURT ST CLEARWATER FL 33756 - 6160 BYERLY, JHOELL R 1221 ESPINA CT DUNEDIN FL 34698 - 9300 RQAINC 1432 COURT ST CLEARWATER FL 33756 - 6147 BRYANT, WILLIAM C 1437 1/2 SAN JUAN CT CLEARWATER FL 33756 - 6043 MC DOWELL HOLDINGS INC 1433 COURT ST CLEARWATER FL 33756 - 6146 SHAW, ANN 1445 COURT ST CLEARWATER FL 33756 - 6161 PULLIS, ANTHONY J PULLIS, EILEEN M 1444 ROGERS ST CLEARWATER FL 33756 - 6183 D R P CO ALABAMA INC 4308 W CAYUGA ST TAMPA FL 33614 - 6951 CARPENTER, DONNA 31 ISLAND WAY CLEARWATER FL 33767 - 2240 RIVAS, BENJAMIN 3914 FONTAINBLEAU TAMPA FL 33634 - 7421 THOMPSON, SARAH L 975 VALLEY VIEW CIR PALM HARBOR FL 34684 - 4468 HARTLEY, ROGER P 1430 COURT ST CLEARWATER FL 33756 - 6147 SWAMI HOSPITALITY LLC 1471 COURT ST CLEARWATER FL 33756 - 6161 GRIFFIN, LINDA S THE 1610 PINELLAS RD BELLEAIR FL 33756 - 1464 LEACH, AL PAINTING INC 1441 COURT ST CLEARWATER FL 33756 - 6161 MURPHY, PAMELA L BLUM, JOAN M 1450 ROGERS ST CLEARWATER FL 33756 - 6183 OHR, VIVIAN T REIMER, MATTHEW R JOHONNESSON, LISA 1456 ROGERS ST 1460 ROGERS ST HOOD, DONALD H CLEARWATER FL 33756 - 6183 CLEARWATER FL 33756 - 6183 1664 MAGNOLIA DR CLEARWATER FL 33756 - 4528 0 0 BARROSO, JOE I BARROSO, CLARA F 1309 AVE O OTTAWA ON Kl G OB 1 00030- CANADA CHEEVER, RICHARD CHEEVER, SAMANTHA 506 SHORE DR W OLDSMAR FL 34677 - 3420 GAMOTIS, DELANE M 1465 ROGERS ST CLEARWATER FL 33756 - 6184 BINGHAM, DONALD A BINGHAM, PATRICIA A 1441 ROGERS ST CLEARWATER FL 33756 - 6184 FRANZ, JOSEPH F FRANZ, CHRISTINE C 1450 TURNER ST CLEARWATER FL 33756 - 6181 HOGG, DONALD L HOGG, MARY K 1466 TURNER ST CLEARWATER FL 33756 - 6181 CURRENT OWNER 1475 E TURNER ST CLEARWATER FL 33756 - 6182 SELEC, ANDRE SELEC, TANJA 1461 TURNER ST CLEARWATER FL 33756 - 6182 FREDRICKS, MARK FREDRICKS, AKIKO S 1447 TURNER ST CLEARWATER FL 33756 - 6182 FREEMAN, SALLY A 1474 ROGERS ST CLEARWATER FL 33756 - 6183 KLINE, DAWN S 1475 ROGERS ST CLEARWATER FL 33756 - 6184 HURLEY, JAMES L HURLEY, SUZANNE M 1455 ROGERS ST CLEARWATER FL 33756 - 6184 CLAWSON, CHARLES D II 1440 TURNER ST CLEARWATER FL 33756 - 6181 KELLEY, PAUL W KELLEY, SHANA L 1452 E TURNER ST CLEARWATER FL 33756 - 6181 MC MANUS, JAMES D 645 FM339 MT CALM TX 76673 - 3131 RYAN, TIMOTHY J 1469 TURNER ST CLEARWATER FL 33756 - 6182 ANDRUS, NICHOLAS 1457 TURNER ST CLEARWATER FL 33756 - 6182 CARUSO, MARIO CARUSO,KAREN 1441 TURNER ST CLEARWATER FL 33756 - 6182 FLORIDA PET CARE INC 510 S HIGHLAND AVE CLEARWATER FL 33756 - 6132 HENDERSON, TED 1471 E ROGERS ST CLEARWATER FL 33756 - 6184 ZUBLER, LEWIS H ZUBLER, CHARLOTTE V 1445 ROGERS ST CLEARWATER FL 33756 - 6184 JANUS, VALERIE D THE 1444 TURNER ST CLEARWATER FL 33756 - 6181 THOMPSON, JULIE L 1460 TURNER ST CLEARWATER FL 33756 - 6181 PORTILLO, CIRLLA 1479 S MICHIGAN AVE CLEARWATER FL 33756 - 2247 BOSTON, ADAM E 1465 TURNER ST CLEARWATER FL 33756 - 6182 ENTZION, LYNDA M 1453 TURNER ST CLEARWATER FL 33756 - 6182 EIFERT, JOHN A 1437 COURT ST CLEARWATER VL 33756 - 6146 MC DOWELL HOLDINGS INC WILLIAMS, CARLOS W MEYN, DIRK J 1433 COURT ST WILLIAMS, LINDA F MEYN, CURTIS W CLEARWATER FL 33756 - 6146 1420 ROGERS ST 1424 ROGERS ST CLEARWATER FL 33756 - 6143 CLEARWATER FL 33756 - 6143 HERNANDEZ, JOSE CRUZ 1430 ROGERS ST CLEARWATER FL 33756 - 6143 SEACHRIST, SEEMA SEACHRIST, BRIAN 1437 ROGERS ST CLEARWATER FL 33756 - 6142 WEIMAN, NORMA M DETERS, ROBERT R PO BOX 3216 QUINCY IL 62305 - 3216 KNOX, CHRISTINE D KNOX, PAUL L 1438 TURNER ST CLEARWATER FL 33756 - 6145 MULLARKEY, MARGARET A 1421 COURT ST # A CLEARWATER FL 33756 - 6172 FOWLER ASSOC ARCHITECTS 1421 COURT ST CLEARWATER FL 33756 - 6172 MOTIVA ENTERPRISES 1100 LOUISIANA ST STE 2200 HOUSTON TX 77002 - 5245 RAMSEY, PATTI A 518 S GLENWOOD AVE CLEARWATER FL 33756 - 6108 KOT, WLADYSLAW KOT, CECYLIA 533 S HIGHLAND AVE CLEARWATER FL 33756 - 6131 AYOUB, WENDY AYOUB, NASSER 1165 PHYLLIS AVE LARGO FL 33771 - 1221 SPENCER, ROGER L SPENCER, MARY E 6 DORADO PL CLEARWATER FL 33764 - 4861 ARNOLD, TAWNI L 1430 TURNER ST CLEARWATER FL 33756 - 6145 HOLJES, RALF K 1439 TURNER ST CLEARWATER FL 33756 - 6144 HERSEM, THOMAS G HERSEM, COLLEEN G 1421 COURT ST # B CLEARWATER FL 33756 - 6172 WRIGHT, ANTHONY P 1421 COURT ST # E CLEARWATER FL 33756 - 6172 F F C A ACQUISITION CORP 17207 N PERIMETER DR SCOTTSDALE AZ 85255 - 5402 FOLTS, TIMOTHY A 520 S GLENWOOD AVE CLEARWATER FL 33756 - 6108 CORY, SHERYL 1679 DREW ST CLEARWATER FL 33755 - 6109 EIFERT, JOHN R 10484 SHADY OAK LN LARGO FL 33777 - 1155 VELBOOM, ETHEL Y 1431 ROGERS ST CLEARWATER FL 33756 - 6142 RABIN, THOMAS C 1434 TURNER ST CLEARWATER FL 33756 - 6145 COURT EXECUTIVE CENTER CONDO A 1421 COURT ST CLEARWATER FL 33756 - 6172 HERSEM, THOMAS G HERSEM, COLLEEN G 1421 COURT ST # B CLEARWATER FL 33756 - 6172 WALKER, ROBERT G PA 1421 COURT ST # F CLEARWATER FL 33756 - 6172 SHUTLER, ROSS R SHUTLER, KIMBERLY G 514 S GLENWOOD AVE CLEARWATER FL 33756 - 6108 HOPP, JOHN F HOPP, NANCY P 522 S GLENWOOD AVE CLEARWATER FL 33756 - 6108 ROMINE, RICHARD G ROMINE, CATHERINE M 525 S HIGHLAND AVE CLEARWATER FL 33756 - 6131 EFREMEDIS, CHARLES T SHIPP, B B SHIPP, B B 21 BASSETT RD SHIPP, HELEN C SHIPP, HELEN C BROCKTON MA 02301 - 4101 P O BOX 3626 PO BOX 3626 CLEARWATER FL 33767 - 8626 CLEARWATER FL 33767 - 8626 LEVY, RICHARD P LEVY, DOREEN A 343 S HIGHLAND AVE CLEARWATER FL 33755 - 6324 KARLOSKY, HENRY G & BARBARA E 621 NE 26TH AVE OCALA FL 34470 - 7019 FINANCIAL WAREHOUSE GROUP BLDG 100 STE 130 4595 TOWNE LAKE PKWY WOODSTOCK GA 30189 - 5514 Clearwater Neighborhood Coalition President: Sondra Kerr PO 8204 Clearwater, F133758 0 ARIO INC 1488 GULF TO BAY BLVD CLEARWATER FL 33755 - 5344 GIBBONS, JOANNE C 337 S HIGHLAND AVE CLEARWATER FL 33755 - 6324 FINANCIAL WAREHOUSE GROUP BLDG 100 STE 130 4595 TOWNE LAKE PKWY WOODSTOCK GA 30189 - 5514 PASSARIS, ELEFTHERIOS PASSARIS, MARIA 3106 CHAMBLEE LN CLEARWATER FL 33759 - 3707 LEVY, RICHARD 343 S HIGHLAND AVE CLEARWATER FL 33755 - 6324 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 FLS2006-11068 WW 1459 Court Street ITY OF C LEARWATER PLANNING DEPARTMENT ?-- f ?TR??°, Posy Orrice: Box 4748, CLEARwATF.R, FLORIDA 33758-4748 ?MUNICIPAL SERVICEs BUILDING, 100 SOUTH MYRTu. AVIiNU@, CLEARVIATF.R, FLORIDA 33756 TI:LI:PHoNI: (727) 562-4567 FAx (727) 562-4865 LONG RANGE PLANNING DI?VELOPMENT RI:-vir:w February 16, 2007 Ms. Renee Ruggiero Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930 Clearwater, FL 33755 RE: Development Order for Case No. FLS2006-11068 1459 Court Street Dear Ms. Ruggiero: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On January 4, 2007, the Development Review Committee (DRC) reviewed your application for Flexible Standard approval to permit an off-street parking lot in the Office District, under the provisions of Section 2- 1003.G. The DRC recommended approval of the application with the following bases and conditions: Findings of Fact: 1. That the 0.326 acres is located on the south side of Court Street, approximately 300 feet west of the Gulf to Bay Boulevard and Highland Avenue intersection; 2. That the zoning of the property is Office District, which is consistent with the underlying Residential/Office General (R/OG) land use category; 3. That the property is currently vacant; 4. That unauthorized parking has been occurring on this property for years without any approval and without an approved parking surface; 5. That the Code Enforcement Board has entered an order requiring compliance with a paved parking surface being installed by April 30, 2007; 6. That the proposal is to construct an off-street parking lot for 11 spaces; 7. That the proposed parking lot provides cross-access to the parking area at the rear of the property to the west at 1455 Court Street; 8. That the proposed parking lot meets required setbacks and perimeter buffers; 9. That a six-foot high masonry wall, stuccoed and painted on both sides with lintels to protect tree roots is proposed along the southern property line, with landscaping on the inside of the wall, similar to that approved under Case No. FLD2003-01002; and 10. That there is no outdoor lighting of the property proposed at this time. Conclusions of Law: 1. The proposal, complies with Off-street Parking Lot criteria under the provisions of Section 2-1003.G; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; 3. The proposal complies with the Comprehensive Landscape Program criteria under the provisions of Section 3-1202.G; and 4. The proposed development is compatible with the surrounding area. FRANK I IIRRARD, MAYOR 1OIIN Dm'vv , ColimilL.\11:m1wi7 If())-[ I IANIII:f0N, CUi W AIDI ih:R Rn.L j0NN %ON, C,(WN 11A11::.\nsi:R P1,titsi:.\, Cui ?c:n. nau+i:R "EQUAL (EMPLOYMENT ANA) Ai:nRMA'HvF AcnclN >:,\11T0Y1:1,„ V 1 February 16, 2007 Ruggiero - Page 2 Conditions of Approval: 1. That a Unity of Title be recorded prior to the issuance of a building permit; 2. That, prior to the issuance of the Certificate of Completion, a cross-access easement with the property to the west at 1455 Court Street be recorded in the public records, with a copy provided to the Planning Department; 3. That, for a solely Off-Street Parking Lot, any future outdoor lighting of the property be automatically switched to turn off at 9:00 pm; and 4. That any future building meet all Code requirements, including the provision of foundation landscaping. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the above conditions. The approval is based on and must adhere to the site plan and application dated received February 12, 2007. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (February 16, 2008). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. It is noted, however, that the Code Enforcement Board has entered an order requiring compliance with a paved parking surface being installed by April 30, 2007. Time is of the essence to submit and receive a building permit and to construct the proposed site improvements within the designated time frame. Time frames do not change with successive owners. 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. In addition, in accordance with Section 4-502.A, please be aware that an appeal of a Level One approval (Flexible Standard Development) may be initiated by the applicant or a property owner abutting the property (which is the subject of the approval) within seven days of the date the Development Order is issued. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The Community Development Board (CDB) would hear an appeal application. The appeal period for your case will expire on March 2, 2007. If you have any questions, please do not hesitate to call Wayne M. Wells, AICP, Planner III, at 727-5624504. You can access zoning for parcels within the City through our website: www.myclearwater.com. Sincere r Michael Delk, AICP Planning Director S:IPlanningDepartmentlCD BlFlex Standard (FLS)Ilnactive or Finished CaseslCourt 1459 McDowell Parking Lot (O) -ApprovedlCourt St 1459 FLS2006-11068 Development Order. doc I 1 ~~5 a~~~,~0~8 ~ ~ 0~ ti ~ ~ ~ ~ f ' 9 9 V ~Q(~ ~ ~ LOTS 5 AND 6, BLOCK A, BREEZE NILL, ACCORDING TO THE PLAT EXIST. ELEVATION ~ ~ THEREOF AS RECORDED 1N PLAT BOOK 13, a:: r d'~ PAGE 66, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, ~ i EXIST. CONTOUR . ~ ~ 0 ~ ~ ' ;Y a NEW ELEVATION +10,00 p®, ~V e ~ Z NEW CONTOUR ®®®®®10®®®® ~ • 9 EXIST. STORM SEWER ~ ~ ~ ~ m~ ~ ~ ~ ~ F° NEW STORM SEWER ®®®®®®e® p N O M~ NEW UNDERDRAIN i eeesueeoseeeoeseoseaoei ~ EXIST. SAN, SEWER ~ ~ ~ ~ I' ~ W ~ v~ NEW SAN, SEWER ~ d e ~ ~ EXIST, WATER SERVICE ~°______°°°W_b°°~. ~ ~ NEW WATER SERVICE ®eeaeeseeeeeeeeeea v„ (A r k r~'~~N'i~f ~fj r r ,R 4, ~ ,p~j~,~,~~ ,r ~ ~,,'K' NEW INLET ~ x ~ a g 0 SAN JUAN-GT SAN JUAN CT tiro w a ~ W ~ ~~ti~i @:" fj W 4,„ ~,a ' ~ ~f'~, ~ NEW SAN, MANHOLE ~~r w fib Z < i F i .i T o o 0 ~ r' ~'F NEW CLEAN-OUT C.0 ®~®~m~ 0 aaz R 0 m ~ 3 W,~ 6 a ® ~:1A F. , ~ ~ ~ ` a 1 6 rt NEW BUILDING AREA ~ I:,_~:~ . ' pe ~ MFG ~ ~ ~ ; j ~ 5 R~~a. - ~ ~ ..dux ~ ~ , xG~ w ~ ~ 7 ~ ~~4` ~ ' NEW ASPHALT ~ ~ ~ " 1' ~ '"T ~ iTM ~ r ~ .p at 651 ~ ~ ~ ~ ev ~ ~ ~g r ~N ~ ~ rr ~ ~ ~ ~ aF< t+ ~ ~ ~ i F "s +r ~ .1 _ _ ......COURT-ST-.. ._..,.__.i. _-._..-GOURT5T___.:.._.._ i y ~ v, a~ e~ A i., --GULFdO•BAY-BI-VU--~ GU ~F-TO-BA-Y-B ~l'1RT ST" ~ OURT ST y ' ~ NEW CONCRETE ~ )URT SF" 7 iJ~ C a ~ Ib ~ , _~~r'l~a a~c~YR~~F, '~h'kr~ j~ .o F.t~,r~~~w s++ ~ ~ w ~ ~ TEMP, SILT BARRIER ~ ~ ~ d1 _s r rd r q. Z ~L ~i rd s}-~~~4 ~G'~q ~~$~r~~ a°1"'~. wtt 4x ixl~ _~^~LU~y i ~ ,a,.~~ ~ i"~W~T. ~M~~ ~**~~~u4~~~ ~~J'z ~ POINT OF CONNECTION ~ g ~ ~ ~ o ~ I ~y ~ ~ ~ SITS' _ ,r I ~ OF NEW UTILITY TO EXIST, ~ w _ ~ ~ 9 a D ~ ~ ~'E ~ f ~ Z I rv fr ~ Q ~ ~ ~ ~Y r ~ r ~ ° ~p~ r ~ ra ~ ~ ' , K M METER © ~ O IsW,t ~ i a x. a ~ ~ tF ~ ~ ~ ~ ~4 ~ ~ r~ B.F.P.D. BACKFLOW PREVENTION DEVICE m ~ y ~ ,r~ wrr, E ~ Q'~~" r ,r7 m m p'~~~ a f ~y~ ~,~a ~iT ~ ~ ~ F,H,A. FIRE HYDRANT ASSEMBLY EB #5936 ~ ~ o T W"'~~ ~ Y F,D,C. FIRE DEPARTMENT CONNECTION V v ' r ,~~o+ , :-.n+, , __._.-•ROGERS-ST....._ ROGER5.5T__....._.____..~..._____.___~......... 0 ~ f f 7 ~~~Ji~,~i~,'k tlf S-. ~ ~ rr~r , O:~r... ~ 0 Sri . ~ ~ LB.O. TEMPORARY BLOW-aFF o y gad,{ ~h v. r ~ { , Y:~V. TAP AND VALVE a~ ~ N ~ m rn. . cA > u ~ ~ D ' ~ ~ r~ ~ ~ QI ~ 6ln kl n `i'a ? 0 ~ t . i r.; V Z ~ m d3 k w ~ ~ h ~ ~ ~ NES Comm.: 0648 3 ~ u ~Nf ,'I,, ~ ,r~ I~~ ~ ~~~k ~ 'f .z. ~ ~ ~ i m ~ ~ ~ ;P Y;; w , zg, , ~ w i 3 i r ~ d~ ~ ~ ~ ~ _ Drawn By: B.J.V. ~ ~ ; ~ ~ . ~ Checked By: H.G. ~~r r~ ~ ~-~k,, ~t s p 1, _ii Issue Date: 11129106 ~ . Revisions: No, Date Descri tion 1Q 01 09 07 PER DRC 0 - ~NRT 0 H, I~ SAN AP~~Q~ED ~ ~ C~iS~ ~ ~._l~s 2,0 06 ~ 11 0 6 8 ~ Sl~~~~U~`:~ ~ D~~~,_ z EXISTING E PROPOSED P RI REQUIRED ~ ~ / / 0 0 ZONING; 0 R/OG R/OG E R/OG LAND USE: VACANT PARKING LOT USAGE: C1.1 CIVIL SITE DATA e C1.2 CIVIL SITE SPECIFICATIONS 14,242 SF 14,242 SF LOT AREA: 0.326 ACRE 0.326 AC 3,50o s,F. C2.1 DEV~OLITION SITE PLAN ~ RE c~ LOT WIDTH: 120.30' 5Q' C3.1 STAKING SITE PLAN ~ BUILDING COVERAGE; C4.1 GRADING, DRAINAGE N/A (S,F. & % OF GROSS SITE) AND UTILITIES SITE PLAN GROSS FLOOR AREA (S,F.); N/A 0.50 C5.1 CIVIL SITE DETAILS F,A.R,~ ( } ' FRONT: 25' TO PAVEMENT 25' L1.1 LANDSCAPE SITE PLAN BLDG. SETBACKS: SIDE: 10 1a' L2.1 LANDSCAPE DETAILS L3.1 TREE PRESERVATION PLAN ~ REAR: 20' zo' ~ BLDG. HEIGHT: 3Q' ~ THE ABOVE DESCRIBED PROPERTY LIES WITHIN FLOOD m~ PAVED VEHICULAR USE AREA. 5;094 SF ZONE X PER FLOOD INSURANCE RATE MAP 12103C-0109-H (V,U,A,) ~ ~ ~ MAP REVISED; 05/17/05 ~ ~ IMPERVIOUS SURFACE RATIO: 6,979 SF 1 10,689 5F ~ IaS,R, 0.49 ( 0.75 DECEIVED ~ ~ ` OPEN SPACE: 7'263 SF 3; _ , 35,605 SE ~ v ~ S.F. & % OF GROSS SITE 51 % ( ) z5 % DEB 12 2001 PARKING LOT INTERIOR LANDSCAPING: 799 SF PLANNING DEPAItYMENT ~ ~ J 10 % Cm' OF CLEARWAIFR 4- ~ WNbff mNX W LIM U uNmrd %v 0T&UVHH-ua 0 %v9v I IH SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY: PARKING: - - - 11 SPACES (FOR Fl, (FOR FUTURE BUILDING) 6 SPACES THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAI THF{•ppROP1IRTY OF THE ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR US D IN r(NY ~VAqY 4IiHOUT GEORGE A. SHIMP II LAND SURVEYOR 2512 THE CONSENT OF THE ENGINEER, (CAE RYRIGtR'2bd-f'!NDM1PUBLISHED DATED: 11/03/06 ARKING CALCULATIONS: FOR FUTURE OFFICE 2-3 1,000 GFA = 6 SPACES. (1,710 SQ. FT. FUTURE OFF FUTURE OFFICE). ~SF>''. ,Q 4 - 5; - RAM A. GOEL, Ph.D.: ~,Tr Of r COPIES OF THESE PLANS ARE ~N T'VALID (UNLESS EMBOSSED WITH THE SIGNING F~f Gjt1EEWS, SEAL of ~t 1 N TE NTR L NO ER I .D. l .F.4~.M S.l~ TE N T N R BBIN N AND LEARI 1 NTIN 1, DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON 51TE, THE CONTRACTOR IS 9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE (IN FOOT RIGHTS-OF-WAY RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, 1. DRIVEWAY TO BE CONS TAY TO BE CONSTRUCTED TO FOOT INDEX X515. NOTE TO CONTRACTOR ONS WHERE DRIVEWAY APRONS ARE BEING REMOVED THE SIDWALK SEGMENT SHALL ~ Z '0 PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION SOD, STONE, ETC, WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY (2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, 2. LOCATIONS WHERE DRIB TO PREVENT 501E EROSION AND SILTATION. CONSTRUCTION PROGRESS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES. BE REGARDED AND REI CARDED AND REPLACED TO COMPLY WITH F.D,O,T, STANDARD INDEX ~ 310, THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND SEALED ® o 10, THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE ANEW OR RELOCATED UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED 3. PRIOR TO WORKING WI' TO WORKING WITHIN D,O,T„R,O.W, A BOND OR LETTER OF CREDIT MUST BE ON BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL ~ . V ITH THE DEPARTMENT FOR THE AMOUNT INDICATED ON THE CERTIFIED COST ESTIMATE. GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURES}, INLETS & PIPES WITH TOP I'~ ~!7 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL ~ FILE WITH THE DEPARTI STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL GRAVITY-OR VACUUM-TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE 4. EROSION CONTROL ANC )N CONTROL AND SHOULDER SODDING SHALL CONFORM TO FOOT IND#104 & & BOTTOM ELEVATIONS, INVERTS & DIMEN510NING OF SLOT & BAFFLE, LOCATIONS ~ ~ I AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED OF THE WATER MAIN 15 AT LEAST SIX INCHES, ANO PREFERABLY 12 INCHES, ABOVE OR AT LEAST 105, WITH THE NEW FACILITIES, SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS. 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE, HOWEVER, IT IS PREFERABLE TO LAY CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD DRAWINGS TO ~ FINAL SIX (6) INCHES AND SOD, CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED THE WATER MAIN ABOVE THE OTHER PIPELINE, 5, GUARDRAILS SHALL COI AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING RAILS SHALL CONFORM TO FOOT IND#400. ~ THE ENGINEER. THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT ENOUGH ~ ~ W IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION. ~ A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED 6, ALL STRIPING SHALL BI 3. THE RETENTION AREAS AND OUTFACE CONTROL STRUCTURES SHALL BE CONSTRUCTED PRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE ACCORDING TO THE FDI ~RIPING SHALL BE LEAD FREE NON-SOLVENT BASED THERMOPLASTIC AND MEET ® N )LNG TO THE FOOT SPECIFICATION SECTION 711, ~ ~V EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN 15 AT 7. REFLECTIVE PAVEMENT :TINE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF FOOT ~ M v$ IN PARTS OFF SITE. RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER IT IS SPECIFICATIONS SECTI01 TO THE PLANS. PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (CATIONS SECTION 706. 'g # ~ 4, AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE 1 NTRA T R I TO PR VIDE R 510N CONTROL SEDIMENTATION BARRIER HAY (C) AT THE UTILITY CR05SING DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH 8, ALL SIGNS WITHIN FDO' OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED 2. CO C 0 S 0 E 0 / ( SPECIFICATIONS SECTI01 )NS WITHIN FOOT RIGHT-OF-WAY SHALL MEET THE REQUIREMENTS OF FOOT ~ Q SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER (CATIONS SECTION 700. ~ :TINE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH FOOT ~ ~ ~ INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC, THAT MAY BLOCK THE STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE, ALTERNATNELY, AT SUCH 9. REFLECTIVE PAVEMENT • OPENINGS IN THE CONTROL STRUCTURES, CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST STANDARD INDEX N0. 1 ~RD INDEX N0. 17352. ~ ~ THREE FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER A DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER, A~' FORCE MAINS, DR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 10. STRIPING WITHIN FOOT 5. LL ~FiATER Y TEM N TE 62-610, F,aC., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY-OR PRESSURE-TYPE SANITARY FOOT STANDARD INDEX JG WITHIN FOOT RIGHT-OF-WAY SHALL BE PLACED IN ACCORDANCE WITH GENERAL CONSTRUCTION NOTES ® N® iANDARD INDEX N0. 17346. M g 1, ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF ~ ~ C~ 6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN, 1, ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. UNDER PART III OF CHAPTER 62-610, F.A.C. 11. NOT USED SED THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OUER THE WORK, 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND (3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES. 2, ALL ELEVATIONS ARE REFERENCED FROM NORTH AMERICAN VERTICAL DATUM (1988), ~ ~ ~ V NOTE: PLAN CONFLICTS, SHOWN OR NOT SHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS SPECIFICATIONS, (A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A 12, SIGNING AND STRIPING ; AND STRIPING WITHIN FOOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, ~ SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT 3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21,50 SANITARY SEWER MANHOLE. OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER WITH THE MANUAL ON HE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND OTHER. FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE ~ v T CABLES SPRINKLER LINES AND CONTROLS MECHANICAL PIPELINES OR (AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE (B) EFFECTIVE AUGUST 28, 20D3, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS 13, ALL WORK PERFORMED SUPPOR ~ EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21,6, A 21,8 OR A THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET IRK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION AT THE TIME OF PREPARATION OF THESE PLANS, THE CONTRACTOR WILL VERIFY OF-WAY CONFORM TO. THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS, STRUCTURE. WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH RIGHT-OF-WAY CONFOF FENCE, HANDRAIL, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES 21,51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS THIS REQUIREMENT (I.E., WHERE THERE IS A CONFLICT IN THE ROUTING OF A WATER MAIN AND A A.) FLORIDA DEPARTMEI STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. )RIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES ' WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN SEALED IN ACCORDANCE WITH ANSI A 21-6 (AWWA C 104-71). STORM SEWER AND WHERE ALTERNATIVE ROUTING OF THE WATER MAIN OR THE STORM SEWER 15 NOT FOR ROAD AND BRIDGE )AD AND BRIDGE CONSTRUCTION {LATEST EDITION), (aka; STANDARD SPECS). PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER HEREUNDER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY TECHNICALLY FEASIBLE OR IS NOT ECONOMICALLY SENSIBLE), THE DEPARTMENT SHALL ALLOW EXCEPTIONS B. FLORIDA DEPARTMEI ONFLICTS PRIOR TO AWARD OF THE CONTRACT. 4, ALL FITTINGS LARGER THAN 2° SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE TO THIS REQUIREMENT (I.E., THE DEPARTMENT SHALL ALLOW CONSTRUCTION OF CONFLICT MANHOLES , ) )RIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC ~ ~ OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE C I F WAT R OR PERSONS PROPOSING TO CONSTRUCT NFI T MANH WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE BUT SUPPLES 0 E CO LC OLES MUST FIRS DESIGN STANDARDS, CC MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111, FITTINGS SHALL BE OBTAIN A SPECIFIC PERMIT FROM THE DEPARTMENT IN ACCORDANCE WITH PART V OF THIS CHAPTER FOR STREETS AND HIGL STANDARDS, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS AFFECTED AREA, fREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS, (LATEST EDITION) 5, THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. AND MUST PROVIDE IN THE PRELIMINARY DESIGN REPORT OR DRAVIINGS, SPECIFICAl10NS, AND DESIGN (aka: STANDARD INDEX) iANDARD INDEX), COMPLIANCE WITH ALL APPLICABLE INDICES IS REQUIRED, UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL DATA ACCOMPANYING THEIR PERMIT APPLICATION THE FOLLOWING INFORMATION: RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY (1 TECHNICAL OR ECONOMIC JUSTIFICATION FOR EACH CONFLICT MANHOLE. C,) FLORIDA DEPARTMEI )RIDA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM MINIMUM UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING ~ CHAPTERS 40D-4 & 40D-40 F.A.C, CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 5. ALL PVC WATER MAINS 4 THROUGH 12 SHALL BE IN ACCORDANCE WITH AWWA (2 A STATEMENT IDENTIFYING THE PARTY RESPONSIBLE FOR MAINTAINING EACH CONFLICT MANHOLE, STANDARDS FOR DESIGI tiRDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" ~YS (LATEST EDITION), (ako; GREEN BOOK). AT 1-800-432-4770 MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE Q PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A C-900. PIPE SHALL BE CLASS 15F0 AND MEET THE REQUIREMENTS OF SDR 18 IN 3 ASSURANCE OF COMPLIANCE WITH THE DESIGN AND CONSTRUCTION REQUIREMENTS IN SUB- HIGHWAYS (LATEST EDIT OFFENSE, ACCORDANCE WITH ASTM D-2241. BPARACRAPHS A. THROUGH D. BELOW. 14. TRAFFIC CONTROL & 51 0 CONTROL & 51DEWALK CLOSURE ARE TO BE PER FOOT INDICES #600 , 616 START OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL ~ UTILITIES NOT INCLUDED IN THE "SUNSHINE° PROGRAM, ~ ~ N 6, WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89. (A) EACH WATER MAIN PASSING THROUGH A CONFLICT MANHOLE SHALL HAVE A FLEXIBLE, WATERTIGHT & 660, IN PE T ERATI N AND P N NTENA AI 7, ALL FITTINGS 2~~ AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED JOINT ON EACH SIDE OF THE MANHOLE TO ACCOMMODATE DIFFERENTIAL SETTING BETWEEN THE MAIN 15. APPLICANT MUST NOTIFI A~JJAR E FA aNT MUST NOTIF`( THE FLORIDA DEPT, OF TRANSPORTATION PINELLAS COUNTY 6, CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY, •.qq ~ ILITY AND THE MANHOLE, E DI fl SLEEVE TYP JOINTS. , l~AT R E T RM R 0 FO MAINTENANCE OFFICE NANCE OFFICE (48) HOURS IN ADVANCE OF STARTING PROPOSED WORK, SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF ® ~ ~ 8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE ((B WITHIN EACH CONFLICT MANHOLE THE WATER MAIN PASSING THROUGH THE MANHOLE SHALL BE CALL (727) 570-5101, D AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. IN~TALLED IN A WATERTIGHT CASING PIPE HAVING HIGH IMPACT STRENGTH I.E. HAVING AN IMPACT 1. ALL SODDE MEETING THE REQUIREMENTS OF AWWA C509. ( ' 727) 570-5101, POWER LINES AND OTHER UTILITIES, ~ ~ N9 !tli NT N AREA BE FILLED WITH ANY OTHER STRENGTH (I.E„ HAVING AN IMPACT STRENGTH AT LEAST EQUAL TO THAT OF 0.25-INCH-THICK DUCTILE 16, BEFORE CONSTRUCTION 2. UNDER NO CIRCUMSTANCES SHALL THE RETE 10 9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE IRON PIPE). DEPT. OF TRANSPORTAT CONSTRUCTION IS TO BEGIN, THE APPLICANT SHALL DELIVER TO THE FLORIDA 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR ~ ~ DF TRANSPORTATION PROOF OF INSURANCE VERIFYING THAT THE APPLICANT OR TO BASE AND SURFACE CONSTRUCTION, SUBSTANCE THAN STORMWATER, APPROVED BY THE LOCAL UTILITY AND FIRE MARSHALL, C EACH CONFLICT MANHOLE SHALL HAVE AN ACCESS OPENING, AND SHALL BE SIZED TO ALLOW FOR THE APPLICANT'S CONTf 'PLICANT'S CONTRACTOR HAS COVERAGE UNDER THE LIABILITY INSURANCE POLICY 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT A R TIONS, IN ACCORDANCE WITH 1 3, SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF NY OBST UC 10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER EASY CLEANING OF THE MANHOLE, ORDANCE WITH THE REQUIREMENTS OF F.A,C. RULE CHPT, 14-96.007(5)(C)6, AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES, THE ~ ~ ~ 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED SERVICE LATERALS TD ASSURE ADEQUATE FLUSHING AND DISINFECTION, (D) GRATINGS SHALL BE INSTALLED AT ALL STORM SEWER INLETS UPSTREAM OF EACH CONFLICT MANHOLE 17. ALL REFERENCES TO F, FERENCES TO F,D.O,T. STANDARD INDEX REFLECT THE 2006 EDITION. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND ® to SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. z Z s6 IN ACCORDANCE WITH THE APPROVED PLAN. 11, THRUST BLOCKING SHALL BE PROVIDED AT ALL,, FITTINGS AND HYDRANTS AS SHOWN TO PREVENT LARGE OBJECTS FROM ENTERING THE MANHOLE, 18. DRIVEWAY MATERIALS SH ~Y MATERIALS SHALL BE COMPRISED OF A MIN, 6" THICK, 3000 PSI CLASS I g, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP ON DETAILS, 4 SEPARATION BETWEEN FIRE HYDRANT DRANS AND SANITARY OR STORM SEWERS, WASTEWATER OR NON, STRUCTURAL CON( AN E F THE T RMl~ATER ORMWATER FORCE MNNS RECLAMED WATER PIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL MAINTEN PERATI N iRUCTURAL CONCRETE, ~ DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. 12, MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL SYSTEMS. NEW OR RELOCAtED FIRE HYDRANTS WITH UNDERGROUND DRAINS SHALL BE LOCATED SO THAT SYSTEM BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER ~ CONT C TOR FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, RACTOR'S RESPONSIBILITY NOTE FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND ~ REPLACEMENT AT THE CONTRACTOR'S EXPENSE, ALL SHOP DRAWINGS ARE TO BE REUIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE 13, THE IRRIGATION SYSTEM SHALL HAVE PURPLE COLOR PIPING AND LABELING ON THE FA,C., AT LEAST THREE FEET, AND PREFERABLY TEN FEET FROM ANY EXISTING OR PROPOSED VACUUM-TYPE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING, SANITARY SEWER, AT LEAST 51X FEET, ANO PREFERABLY TAN FEET, FROM ANY EXISTING OR PROPOSED GRAVITY IT IS THE CONTRACTORS F CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY OWNER'S ENGINEER, SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER THE ARCHITECT AND OWNEI CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. AND AT LEAST TEN FEET FROM ANY EXISTING TECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) ® V ~ YEAR, ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED, THE RETENTION OR PROPOSED "ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFlNED IN SECTION 381.0065(2), AND SITE IMMEDIATELY UPC S ST ES LNG AND F.S. AND RULE 64E-6,002, F,A,C, IMMEDIATELY UPQN OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC 10. AT LEAST THREE (3} WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR ~ SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH E~ #5936 ~ o EN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, 'V ep V POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN AND WRITTEN CORRESPOND THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND RE IREMENTS (5) EXCEPTIONS, WHERE IT IS NOT TECHNICALLY FEASIBLE OR ECONOMICALLY SENSIBLE TO COMPLY WITH THE CLASS CONDITION SURFACI ( JDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, PROJECTED SCHEDULE, AND OTHER INFORMATION A5 REQUIRED, ANY WORK BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE REQUIREMENTS IN SUBSECTION (1) OR (2) ABOVE, THE DEPARTMENT SHAH ALLOW EXCEPTIONS TO THESE WITHOUT CHIPS, WITHOUT ;HIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING, PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR ' PERCOLATION CHARACTERISTICS OF THE POND, THE OWNER WILL BE RESPONSIBLE TO MAKE 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, REQUIREMENTS IF SUPPLIES OF WATER OR CONSTRUCTION PERMIT APPLICANTS PROVIDE TECHNICAL OR ECONOMIC WITH NEW APPEARING FIND SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDE5 JUSTIFICATION FOR EACH EXCEPTION AND PROVIDE ALTERNATIVE CONSTRUCTION FEATURES THAT AFFORD A SIMILAR APPEARING FINISHES, AND OPERATING AS ORIGINALLY DE5IGNED OR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE LEVEL OF RELIABILITY AND PUBLIC HEALTH PROTECTION. ACCEPTABLE ALTERNATIVE CONSTRUCTION FEATURES, INTENDED TO OPERATE WL STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I,E. PR R T T I INCLUDING THE FOLLOWING. ) TO OPERATE} WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE EXPENSE, GASOLINE, OIL, GREASE, CHEMICALS, ETC. TESTED AND ACCEPTED BY THE OWNERS ENGINEER, ESSU E E5T5 O BE N CONCLUSION OF THE PROJ ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY A) WHERE AN UNDERGROUND WATER MAIN IS BBNG LAlO LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE THE OWNER A COMPLETE f )N OF THE PROJECT, THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING 11, BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP R A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE, IN AREAS TD OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF ROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND JOINTS THE -POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED ANO PERFORMING TESTS, IN THE WATER MNN ARE BEING LOCATED LE55 THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN THE OTHER STANDARDS IN QUALITY ANA i IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA DETERMWEDBBYKAASHTOATLggE COMPACTED TO 100% MAXIMUM DENSITY AS NES Comm.. 0648 _ FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN PIPELINE. ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE, THE SPENT FILTER MATERIAL 2, NEW WATER MAINS (1) USE OF PRESSURE-RATED PIPE CONFORMING TO THE AMERICAN WATER WORKS ASSOCIATION STANDARDS BUILDING(S) AND SITE (REi i) AND 51TE (REGARDLESS OF WHETHER AN AREA 15 SPECIFICALLY IDENTIFIED 12, SITE WORK CONCRETE SHALL HAVE A COMPRE55VE STRENGTH OF AT LEAST 3,OOD SHALL BE DISPOSED OF IN A PERMITTED FACILITY. AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL INCORPORATED INTO RULE 62-555,330, F,A,C„ FOR THE OTHER PIPELINE IF IT 15 A GRAVITY-DR, VACUUM- WITHIN THE DRAWINGS AND DRAWINGS AND SPECIFICATIONS OR NOT} UNLESS A PARTICULAR AREA HAS p,S.l, IN 28 DAYS, UNLESS OTHERWISE NOTED, Drawn By. B.J.V. BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM TYPE PIPELINE. BEEN DESCRIBED IN THE A ORIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. SILTATION CONTRO 0 SIONAND LN TES ERO STANDARDS AND SPECIFICATIONS, CONTRACTOR TO PERFORM CHLORINATION. (2) USE OF WELDED, FUSED, OR OTHERWISE RESTRAINED JOINTS FOR EITHER THE WATER MNN OR THE OTHER CONTRACTOR HAS THE RES PIPELINE, )R HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S) 13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED Checked By: H.G. 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT (3 USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR EITHER THE UTILITIES AND SITE THROU( WAT R MAIN OR THE OTHER PIPELINE, AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS F THE WORK, ANY AREA DF THE BUILDINGS AND OR UTILITIES AND/OR SPECIFICALLY EXEMPTED BY THE PLANS, ADDITIONAL COSTS ARE INCIDENTAL TO FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER, UNDER NO CIRCUMSTANCES E COURSE OF THE WORK, AP MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE (8) WHERE AN UNDERGROUND WATER MNN 15 BEING LAID LESS THAN THREE FEET HORIZONTALLY FROM ANOTHER THE BUILDING(S) AND/OR / OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED, ING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT 14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND Issue Date 11129106 SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHER PIPELINE AND IS BEING LND LESS THAN AREA WAS NOT SPECIFICAL NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED THE REQUIRED MINIMUM VERTICAL DISTANCE FROM THE OTHER PIPELINE. HAS BEEN ISSUED, ((1) USE Of PIPE OR CASING PIPE HAVING HIGH IMPACT STRENGTH ((I,E, HAVING AN IMPACT STRENGTH AT LEAST CONTRACTOR SHALL REPAY FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH EQUAL TD THAT dF 0.25-INCH-THICK DUCTILE IRON PIPE OR CONCftEi~ ENCASEMENT AT LEAST F R I )R SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION GRA55, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE Revisions. SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ) OU NCHES THICK OF THE ARCHITECT AND OI FOR THE WATER MAIN, ANO 2CHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER, BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRAS5ING WORK, No. Date Description ANY OTHER DISTURBANCE OF THE SITE BEGINS. R P IN IP HAVIN HIGH IMPACT STRENGTH I HA41N P WATER SUPPLY 'PLY SANITARY SEWER AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, AT HI5 EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE Q1 01 09 07 PER DRC N I GARY ElNE R 2 USE OF PI E, OR CAS G P E, G .E., G AN IM ACT STRENGTH AT LEAST N T A SA S N TE UAL TO TIiAT F 0,25-INCH-THICK DUCTILE IR N PIPE OR CONCR TE ENCASEM NT AT T F R IN T I 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURI G CONS RUCTION, LL 0 Q ) E LEAS OU CHES HCK STORM SEWER STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY 1, ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF FOR THE OTHER PIPELINE IF IT IS NEW AND IS CONVEYING WASTEWATER DR RECLAIMED WATER, NER NATURAL AND LP GAS LINES REGULATORY AGENCY AND ENGINEER OF RECORD. Q SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE ELECTRICAL POWER COVER, RADI AND DRA A N TE . POWER RECLAIMED WATER SUPPLY 15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL Q MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH IRRIGATION LINES MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 2. ALL SRPJITARY SEWER IN I A 1, ALL DELETERIOUS SUBSTANCE MATERIAL, (I,E, MUCK, PEAT, BURIED DEBRIS), IS FIBER OPTIC CABLES LINES T.V. CABLES COMPACTION TESTS, AND' ASPHALT RESULTS. THE SOILS ENGINEER 15 TO CERTIFY 3, SEDIMENTATION BA51N: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE MA S & SERV CE LATERALS SH LL BE CONSTRUCTED OF TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR A5 DIRECTED BY THE IC CABLES TELEPHONE CABLES TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, OF SILT THROUGH THE OUTFACE STRUCTURE DURING CONSTRUCTION OF ANY RETENTION POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL FIRE ALARM SYSTEM CABLE CONSTRUCTION DRAWINGS, ~ SYSTEM CABLES SECURITY WIRING REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT DF Q TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING IS TO BE STOCKPILED OR REMOVED FROM THE SITE A5 DIRECTED BY THE OWNER. CONTROL WIRING ANY PERMANENT SUBDRAIN PIPE, IN ADDITION, PERMANENT RETENTION AREAS MUST 3, ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND SYSTEMS NIRING SITE UNDERGROUND MECHANICAL ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED, Q BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT AND SPECIFICATIONS. COMPACTED AS SHOWN ON THESE PLANS. INCLUDING INSULATION 16, THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS THE END OF THE WARRANTY PERIOD, 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING 2. THE CONTRACTOR SHALL BE RESPONSIBLE TOR PROTECTING EXCAVATING AGAINST IT WILL BE THE CONTRACT( THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION AT THE CONSTRUCTION SITE, Q 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY, OF THE UNDERGROUND SEI JDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS 17, THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION, ALL OTHER ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING OTHER MEANS ARE APPR01 ~ INTERIOR SWALES, ETC„ INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO ANY CONFLICTS OR DISCREPANCIES, PLACED, DEWATERING SHALL BE USED AS REQUIRED. WORK. THE CONTRACTOR aNS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE SAFETY, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR 0 IE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY CONSTRUCTION 51TE SAFETY. Q ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION 3, ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III A T - IAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL 18, AlL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND • ILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES D-3034-77C MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRI T (S M C 76) AND ALL DAMAGED UNDERG 5, PROTECTION AND STAB C UNLESS OTHERWISE NOTED ON PLANS, C05T TO THE OWNER, ~HE OWNER, FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE ° SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR, 4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150 AREAS UNTIL THE PROJECT !S COMPLETED AND ACCEPTED BY THE OWNER, Q m STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING. UPON THEIR LOCATION AND THE 6. ALL PVC FORCE MAINS SHALL BE CLASS 2000 SDR 21 COLOR GREEN WITH A STANDARDS, UNLESS OTHERWISE NOTED. 1, TRENCH EXCAVATION EXCAVATION EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT, IN NO CASE SHALL ' -INCLUDE OSHA STAND, GREEN MAGNETIC TAPE A MINIMUM OF 2" wIDE, PLACED 1 FOOT BELOW THE 5, ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE ~ UNSTABILIZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS, PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ TRAFFIC RATED FOR HS-20 LOADINGS, NOW A PART OF LAW'. 'DE OSHA STANDARD 29 CFR, SECTION 1926,650 SUBPART P, WHICH IS 19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO A PART OF LAWS OF FLORIDA CHAPTER 90-96. CENTER OF STRUCTURES OR FITTINGS, PIPE MEASUREMENTS FOR MITERED END 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED "FORCEh4AIN", -THE CONTRACTOR SHA :ONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE SECTIONS ARE TO END OF PIPE. REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT 6. THE CONTRACTOR IS TO 50D THE RETENTION/DETENTION POND AS INDICATED ON WITH THIS LAW. THIS LAW. 20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TD BE ADDED ~ AND/OR REPAIRED AS REQUIRED. 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH AN51 A 21,50 PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. - A SEPARATE COST ITE n (AWWA C 150) AND ANSI A21,51 (AWWA C 151). DUCTILE IRON PIPE SHALL - A TRENCH SAFETY SY 'ARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE, OR EXISTING PAVEMENT TO BE ELIMINATED. NCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND 00 E UM SPE I RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH AN51 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE APPROVED BY THE EI FILTER MEDI OVED BY THE ENGINEER. 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER A 21,6, A 21,8, OR A 21.51, CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. 2, ALL RETENTION AREAS, iENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. METERS, ETC,, SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM ~ E IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION, SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, m THE ,FILTER SAND SHALL BE WASHED MATERIAL MEETING F,D.O.T, ROAD AND BRIDGE 8, ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT 8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT MUST BE IN PLACE AS ,3 SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS REQUIRE D.I.P. ARE TO BE POLYLINED OR EPOXY LINED. ELEVATION(S) OF THE STORM PIPES(5). IT IS THE RESPONSIBILIT IE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE IF REQUIRED. x THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALLS , DRAINAGE THROUGHOUT ~E THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT o USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR HS-20 LOADING. PROPERTIES, ANY FLOC FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. THE SOLE RESPONSIBILI' TIES, ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE 22, ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) LE RESPONSIBILITY OF THE CONTRACTOR THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, j AN EFFECTIVE GRAIN SIZE OF D.2D TO 0,55 MILLIMETERS IN DIAMETER; A UNIFORMITY SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 'r P 'V G 3. THE USE OF ELECTRONI A IN RADIN D I A E ESTI N COEFFICIENT OF 1.5 OR GREATER, PURPOSES ONLY AND P SHALL BE COMPACTED IN ACCORDANCE WITH F,D,O,T, STANDARD SPECIFICATIONS, ~ .E OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL w RATE OF 0.125 CM/SEC. OR GREATER, IF THE PERMEABILITY RATE OF THE FILTER 1, ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY AND IN PECTION RE IREMEN MUST UTILIZE SIGNED A TES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR SECTION 125-8.3, LATEST EDITION, W~ U T S SAND IS LESS THAN 0,125. CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL umi BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN 6 1TILIZE 51GNED AND SEALED DOCUMENTS FOR CONSTRUCTION. ~ i. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE Sl}BJECT TO A PAVING NOTE j SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION, IT IS ADVANCE TO SCHEDULE INSPECTION. ~ ~G ~®TEQ 23, THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, ~ V ~WV SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED, VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF 1. PRIOR TO CONSTRUCTINI ~ 2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS BACKFILL. -0 CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R„ S.1926.650, SUBPART P, a 2, THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE PVC) CONFORMING TO INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION ~ 2, THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL PROPOSED JOINTING PAl ED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY IDLES), o ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAME ER PERFORATIONS MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE, ACCEPTANCE OF THE PROJECT, 2. THE CONTRACTOR IS TO PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE, TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL, 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE T TIN WITH SEALER, AT ABUTM NTRACTOR IS TO PROVIDE A 1/2 BITUMINOUS EXPANSION JOINT MATERIAL :ALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH d COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTORS ES G 3, THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING RESPONSIBILITY. WITH THE SOILS ENGINEER, TESTS WILL BE REQUIRED PURSUANT WITH THE 3. ALL PAVEMENT MARKING VEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES THE INSTALLATION OF THE UNDERDRAIN AND ALL OF 1T5 COMPONENTS. TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON TO FOOT STANDARD SP! ~T STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC„ TO 5' OUTSIDE ° 4, THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS 3, ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO TO ,BE 4" WIDE PAINTE[ 4" WIDE PAINTED WHITE STRIPES, OF THE BLDG(S), THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ~ c°v VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA, ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. v ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE 4, THE CONTRACTOR IS TO ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE ~ 5. SWFWMD REQUIRES A5-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM, REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL BETWEEN THE PAVEMENT ~ TEST REPORTS FROM AN APPROVED LABORATORY ON GRA ATI ~ PINELLA D ON AN P RM NTY RI HT D E EABILITY F ~VAY N TE ~NTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BLDG, SHALL BE THE RESPON5181LITY OF THE PLUMBING CONTRACTOR, ALL WORK ® ~ N THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, Na SHALL BE INCLUDED IN THE A5-BUILT SUBMITTAL, PARTIES IS THE CONTRACTORS RESPONSIBILITY. THAN TWELVE (12) INCF 1. ALL R,O,W, INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED NELVE (12) INCHES. ORDINANCES AND REQUIREMENTS. ~ IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL, 5. STANDARD INDEXES REF 3 D G UBBI G CLEAR NG 0 ES RD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND 25, ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO a ATERI E DER LEARA N E RE UIREMEN TA T R FFIC D I N TAN A L 2, ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS ES G S D m 1, PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION 6 - 314 SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED 6. PAVEMENT IN THE. PR DESIGN STANDARDS." COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S 2 555, LOCATION OF PUBLIC WATER SYSTEM MAINS ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. ~1ENT IN THE. PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT, TYPE MEETING CURRENT THE BEST RECOGNIZED TRADE PRACTICES, TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS, IT SHALL BE THE FOOT STANDARDS, ON FOR THE PURPOSE OF THIS SECTION, THE PHASE "WATER MAINS" SHALL MEAN MAINS, INCLUDING 3. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE US DEPARTMENT SUB-BASE COMPACTEI STANDARDS, ON 6" LIMEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY, ON 26, DEVIATIONS TO THESE. PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER ~ . J CONTRACTORS RESPON5161LITY TO MAINTAIN THESE TREES IN GOOD CONDITION, NO TREATMENT PLANT PROCESS PIPING, CONVEYING EITHER RAW, PARTIALLY TREATED, OR FINISHED OF TRANSPORTATIONS MANUAL QN UNIFORM TRAFFIC CONTROL DEVICES AND THE TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE DRINKING WATER, FIRE HYDRANT LEADS, AND SERVICE LINES THAT ARE UNDER THE CONTROL OF FLORIDA DEPARTMENT OF TRANSPORTATION'S °DESIGN STANDARDS" INDEXES 7, PAVEMENT IN R.O.W. AP BASE COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTO T-180, MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE °i OWNER, A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER. 600 THROUGH 670 (LATEST EDITIONS), 2" ASPHALT TYPE MEE c .NT IN R.O.W. AND TRUCK ROUTE PAVEMENT SHALL CONSIST OF WRITTEN APPROVAL FROM THE ENGINEER, .1 2, THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL. (1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM 4, INSTALLATION INVOLVING CONCRL~E AND ASPHALT DRIVEWAY, IN GOOD CONDITION TO 98% OFMAXIMUM Df 'HALT, TYPE MEETING CURRENT FOOT STANDARDS ON 8" LIMEROCK BASE COMPACTED ~ ~ 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND o OFMAXIMUM DENSITY, ON 10-1/2" 5UB-BASE STABILIZED TO 40 LBR AND PERMITTING, DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER, ® ~ ~ ~ CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT, COPIES OF THE SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, RECLAIMED WATER PIPELINES, AND ON-SITE MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING 15 ALLOWED, _ SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING SEWAGE TREATMENT AND DISPOSAL SYSTEMS, COMPACTED TO 987 OI CTED TO 98% OF MAXIMUM DENSITY PER AASHTO T-180. ~A ~ a m COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN 5. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99(1007). JG ASPHALT TO BE REMOVED MAY BE CRUSHED & USED UNDER 6 LIMEROCK '~7~ THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY, (A) NLIN OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL 8, EXISTING ASPHALT TO I DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE 6. DISTURBED AREA WITHIN THE R,O,W, WILL BE COMPACTED TO 100% OF MAXIMUM ~ ~ FOR FILL W/ ENGINEEF LL W/ ENGINEER'S APPROVAL, ~ ~ C~ Qc u 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MNN, OR PIPELINE CONVEYING DENSITY AND SODDED. NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610,F.A,C. ® 7, ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DAMAGE, IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY ~ ~ ~ c~ 4. THE TOP 4 TO 6 OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER, HIGHWAY DEPARTMENT, STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING 8. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. „ PURPOSED, UNLESS OTHERWISE DIRECTED BY THE OWNER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET AND PREFERABLY TEN FEET BETWEEN THE OUTSIDE OF THE 9. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED, v 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY-OR PRESSURE-TYPE THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL,V~EMM¢~,N~fHE' PR6 1bF THE a OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY SANITARY SEWER, WASTEWATER FORCE MAIN OR PIPING CONVEYING RECLAIMED WATER NOT REGULATED SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(S) DAYS AFTER REMOVAL. a HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TOR MAIN UNDER PART III OF CHAPTER 62-610, F,A,C, THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NE DINT. ENGINEER, AND SHALL NOT BE REPRODUCED, PURL HEIR u'u.IN'AtJY. Y Wlil~© T THE CONSENT OF THE ENGINEER. QCCgf)YRWT~21~f17~ ~ m PUBLISHf,D, ti E WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE 10. NO STOCKING Of MATERIAL IN ROADWAY OR ON SIDEWALK, ALL DIRT OR DEBRIS BRIS a 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE 4 3 ~ V u EXISTING STRUCTURES, SWEPT DAILY AS PART OF DAILY CLEAN-UP. r D NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL 11. SIGNS AND BARRICADES FOR MAINTENANCE OF TRAFFIC PLAN REFERENCE a 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO I TANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND A INDEXES 600 THRU 605 ROADWAY & TRAFFIC DESIGN STANDARDS. DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING, ALL PARTS U, OF ANY EXISTING OR PROPOSED 'ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM AS DEFINED 12. SAW CUT EXISTING EDGE-OF- PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION. 0 8. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO IN SECTION 381.0065(2), F.S„ AND RULE 64E-6.002, F.A.C, 1 jo2 c o2 RAM p4 60E Ph d P E 7 '~Thrtr OF f THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. , COPIES OF THESE PLANS AR~cNov-'A~ ID SUNLESS ` a N EMBOSSED WITH THE SIGNING` 1(`;IHI R;S-.SEAL ; S s~ ( l ~T n~J z ~ ~ ~ 00 ~ DEMOLITION NOTES ~ a - ~ a DEMOLITION OF THE SITE INCLUDES THE REMOVAL/ W RELOCATION OF ALL EXISTING STRUCTURES WITHIN ~ "1~ ® N PROJECT AREA, PAVING AND BASE, UTILITY LINES ~ vV (SANITARY SEWER, STORM PIPES, WATER LINES, Y? „W ~ ~ POWER POLES, OVERHEAD AND UNDERGROUND Z ~ I j , J 1 I - - j V _ ~ U POWER AND TELEPHONE CABLES, GAS LINES, ~ / ..r TREES, SHRUBS, ETC,)AND IS NOT LIMITED TO THE FOLLOWING. ~ SI~RM ~~V~IE(~ MAP'~1HOLE N. RIIII ELEV.= ~3.2~ It 1n, REMOVE TREE/SHRUB m r~ 0 R ~F'I-~~II_I Id. IN~'• EL.= 6,21 15" RCP ~ na ~ asr~NA~.T TOP ~)F IPJI.ET EL.= 73.22 TREE TO BE RELOCATED ~ U THRO~IT El = 72.29 1" A Z REMOVE CURB do GUTTER SAW-CUT & MATCH REMOVE FENCING Z ~ ~b ~ REMOVE CONCRETE AND BASE ~ REMOVE CURBING ~ ® ~ 1 A,~~ ~ . ~ ~ 1 _ ?6. ALL CAVITY & EXCAVATION- RESULTING ~ ~ r l n\ . ~ ~ ~ e r, ` FROM REMOVAL OF TREES, SHRUBS, PIPES, nV ~ ~ ~tlU a ° a U~ ti' d a. ~ ;o INLETS, GREASE TRAPS, SIGNS AND POLES SHALL "V a SAW-CUT & DEMO ~ 1 ° d a ° ~ d \ ~ S CU & DEMO n,• d 1e a'4 4 ° 1 BE FILLED WITH APPROVED SUITABLE MATERIAL ~ AND COMPACTED 12" LIFT TO 95~ OF MAX. DENSITY ® M ~ OFF-SITE DISPOSAL OF STRUCTURED, UTILITIES ~ . ' ° I ° d a e. 4' Y ° ~ AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID z ~ ~ t} O'~, . , p . • 1 Ia • ° r ° yj•Q ° • V ~ u m a q• ° 1 • ' 1 '~°'I ~ U~ •ti,0 ~ 1 '1° ti~ WASTE DISPOSAL FACILITIES APPROVED BY F,D,E,P, AND ~ ~ 4 2 ° d•' ° ° r'1 LJ 40 4~ v e^ 1 d ° I•y. i• t d' _ _ _ LOCAL JURISDICTION'S STANDARDS 8c SPECIFICATIONS. ~ y u pp CC,~,g qt.~ p pppp++ 1~I~*mr• ppnn ------,~,nn ~9q---y -~{M q p rig . , n . , < ~ ~ I. - G t ~7....~kdid .r~~ Y~~~__¢;\d I_il~, 4.~~r~''J IiaiiY -L.LL~ I`em~biW17 Iz~~~~ ld1e~~,J 6L~ LL~.Y _LL~ ~ fL9Y b. , t t ~i~i~` 8~. WELL SHALL BE PLUGGED FROM BOTTOM TO TOP WITH ~ ~ ~ ~ Live Oak ive Oak GROUT. THE WORK SHALL BE PERFORMED BY A ~ ~ _ LICENSED WATER WELL CONTRACTOR AND SHALL CONFORM ® ~ Q cq ~ 1 F.A.C. 40D-3,531 "ABANDONED WELL PLUGGING", ~ ~ ~ 1 ; 1 - ~ _ N L 18" Sabal - x ~ 8 CLUSTE / o ' ~~h '-n Palmetto 1 _ b ~O ~ ~ ~ VQ • 1 / c~. E B #5936 ~ X i 4,) ~ ~ . , n 1 ' - r _ _ SILT SCREEN k- .r~x_n.._.__rwi~ac~tidl:;d':1~i~^~.a~.su~~uzv'mva.°a^„r.~1,~"',.<^.'°m~t~5'~'iitiF~r~*°.+., n F~anvasen®eca~mazvndmea~un!sTi,P.aus~nua~miYiFs~~~sx.•.n L1- - W NES Comm.; 0648 Drawn By: B.J,U. N SILT SCREEN Checked By: H.G. ~ ~ i ; - ( ~ / ~ 1 N a ~ Issue Date: 11/14106 . ~ ~ / / i ~ i ~ / ~ i / 00 ~ ~ / ,.~k NOTE ~ Revisions: ALL EXISTING DRIVEWAYS TO BE REMOVED No. Date Description / 1l,• / i i / AND .UPRIGHT CURBING TO BE INSTALLED. _ -Live Oak i / 1 16' / ; , i.. ~ i i 1 0 • 1 i ~ i~ r i % i / / 0 - D ~ ~ ! ~ ~ ~ / / i ~ ~ % ~~I / ~ , i ~ ~ / ~I' ~ % ~ / % ; / i / / / n i ~ / / D IJ'L a V4ti1ffi'SYC~Si~ / ~ / / / ~ ' V 0 % / , / n / i / / / / / ~ \ / ~ / i 2~ / , , ive Oak ~ ~ - 1 - / i ~ / / i , / i ~ c~L d- ~ i i j 00 ~i , ~ ~ i i d- ~ / / i , / , ~ l.n ~ i~ i~ i o / / / i % / \ / / % % ~ ~ ~ ~ \ / / / ~ c~ \~1 / ) 'J ~ ~ / i / V J Cabal % ',.i % ~ % ; . - ~ 5 / ~ / J / / X i ~ v' r~U ti• c 1~' ~ ~ ~0 ti ~ p i ~ t , ~ ' , _ - ~.~,5. ~ ~ i.. _ k ( / ' / ,r S1LT SCREEN ~ ~ - ~ ~ Laurel ~ - : a. ~ ,~I ;l . ~ Oak ,.r~\, ( ` ~ \ti'• ~ - ~ ' n mnn. 5°. ~ I .'.-tl` r~,TY PT~'Y ~ III _ H~y, .-p~rt~1_.. .d , K7fi ~,^l.. ~ y • I •my: I,. 'ate"'^C1 pme!C.. v. .9y :1, ,Pa '~.m~I , p e•~„ a, J• i t~' f~•{ i ;~nn. iitn ~ L_:::~ ) - N lnYs'i,i~ 5`.~da!•.+7 lev~u,,;'Y ''.i]a Ll~e•~}i ~N~..tnauN - k~S,l. ka~l ~,1:.,.~~ C!]L..~ rsi~al~:'~ _ leca. ~ •a~4 1,..::_.._- ~ ~ ~ ~ - _ ~ ~ F ~ c,l ~ i Laurel p > » ~ ueen Palm ~ \ J V i --w i „ • 5 ~ ~ c . ~ ousel ~ v / ~ 11 ; ? ~I Cherr • Laurel ~ ~ a l.au~el ~ - ~ Laurel ~ ~ .talc Laurel ~ Q S b 7 r`~ / ~ Eh;ISil G Cam Dior Ouh- - / Laurel ~ Oak p ~ra~ EXIS11PdG 6'- ~ 4NOOD FEN( E c~ ° ~ ~ _ ~ Oak ~ 2 n VVOOU FENCE ~ N T ~ ~ ~ ~ \•Washi ~gtar~ia Laur i' ~ ~ ® 1.~1 ~ - ~ ~ ~.--yak ~ ~ ~ n ;S X 15 Laurel ~ % • lit; ry t `J ~ 1~ f SCALE: 1 "=10' ~ ~ ® ~ ~ ® v~ ~ , , L. ,~c • ~ ~ ~w ~ ..o ~;1,, , ~ti; n~ ~ 1- 1 NorE~ ~ r., ~ 1 c~~ 1~` ,l~ , 1• . 10 0 5 ~ 0 20 ® ~ ~ ~ ~ • c~ra \ ~ _ SILT FENCES AND EROSION CONTROL MEASURES MUST 8E !N PLACE PRIOR TO CONSTRUCTION AND BE MAINTAINED TNROUON THE PROJEC 1; ~ I , , r ~j ; or) LO THIS DRAWING IS AN INSTRUMENT OF SERVICE AN SI~ALLE~AAN ~ OF TH L 0 -t'- "14 L 0 N DATE; FEB 12 2007 ENGINEER, AND SHALL NOT BE REPRODUCED, PU LI ED OR IlS~SSEN IN ANY WAY WrWOUT THE CONSENT OF THE ENGINEER, COPP1GHr 2007 OT BUSHED ' " I ACKNOWLEDGE THE PLACEMENT LOCATION Of ALL MEASURES THIS PLAN REOUIRES jr % 2F200~~ C TO CONTROL TURBIDITY & EROSION OR T Sl ALL BE MADE AVAILABLE TO SITE CONTRACTOR" FEB 2 RAM A. GOEL, Ph.D.1R. 3 ( COPIES OF THESE PLANS ARE NOh~ Iq) UNLt s1" (HOUSH GHOVAEE) EMBOSSED WITH THE SIGNING ENGINEF~~S'SFA ,y ~ ~ M~ Q ~ ~ ~ m z - - ~ ~ ~W W ~ d ,W 1) C 4 ~ Q J T T ~9 475' ROADWAY VISIBILITY TRIANGLE 475' ROADWAY VISIBILITY TRIANGLE c r ~p~M 4~. N. RIM ELEV.= 73.25 W m NZ ' ~ N. INV. EL.= 68,21 15" RCP PHALT ( ) AJ ASPHA~.T TOP OF INLET EL.= 13,22 ' d ~ t \ \ • < N v NEW DROPCURB PER E RI WA CO EC QN \ \ \ \ \ ~ T DE 5 \ ~ \ FDOT INDEX #300 \ ~ \ \ W P F~ \ \ \ ~ NOTE ~ g v 3 1 24 3 \ ~ \ \ ~ \ ~ \ ~ ~ ~ 1. SIGHT VISIBILITY TRIANGLES AND DRIVEWAY DESIGN ~ p ~ \ \ ~ \ ~ \ \ \ ~ \ \ AS PER F.D.O,T. STANDARDS. ~ T % / l - ~ 11 I' 2. SIDEWALKS SHALL BE INSTALLED WITHIN ALL RIGHT-OF-WAYS. ~ i ~ \ i ~ / / / ~ ~ S TE BL ~ \ / i ~ ~ ~ ; \ UN~SATE DO ~ \ - / / ~ \ ~ / / 4 \ / ~ TR,UNCA D D ME DE CT LE WAR 1N~PE FD ~ ~ \ 3. REPLACE SIDEWALKS ALONG ENTIRE LENGTH OF PROPERTY, / - / / l~ARNI P R F OT 04 \ ~ \ ~ E 6 \ ~ / i ~ 0 IV ENE" / ~ - ~ ~ ' WA1~l! V1S1BILf T~1~4NG \ . j / ~ i 50/SID AL VIS IT T f ~ T ~ : \ ~ \ \ ~ i / / / ~ _ - - ® M , . ~ ~ i ~ ~ ~ ~ ............/....F....., ~ . / Z ~ ~ M Z " M r / IoW SSJ 1.43.017 M~ 24)_.6 R / ~ ~z~ ~i \ ~ ~ ~ S8~`Qi ~p or ~ a ~ ~ ~ ~ ~ J STJN S, CN ~ m ~ STOPS" rdrr • - - W O ~ Zo z• 2 I ~ ~C~'tdC:``S/WT ~ ~ ~ ~ ra ~Q N N ~3 d pa ~ tl• co 0 o NEW RETENTION POND ~oNO E B #5936 ~ lo' ; ~ , R F. F`~I ° NEW 6 ~i~ DECORATIVE FENCE ,~p~~ ~ _ o~ „ ~ NES Comm.: 0648 \ - o 24 SQ. CMU COLUMN WITH LIGHT ~ N N t- TEXTURE STUCCO FINISH. Drawn By: B.J.V, \ 10 Checked By: M,G. \ - - ~ 8' / 2 1/2" ~ X 12 GA. POST ~ N _ _ H,C.. SIGN ~ ! / ~ Issue Date: 1.1114106 i / 0 Revisions: No, Date Description / / ~ 5' R & PROP. / / / / , / / , I f - UFFE 3/4" Ql X 16 GA, PICKET LAND A GC ~ ~ . u ~ - ~;1~ ,WNEEt sroP (TrP.) ~ , / , .R. ...~YANE PR P. _ ~ : _ SYSTEM ~ ~aG ~ ! ' / , i ~ 5 REQ. & 0 Ga ~r~ o ~ Q - LANDSCAPE BUFFER : ..:....:.U F~' U.::. / n. ~ 10 . / / / / / ~ / / ~ ~ / , • ~ ; z.., ~ ~ i , f / / FORERUNNER 0 m / , : Z, _ / 0 ~ i i , o ~ / / - x ~ ~ ~ > ~ / / - / , / ~ - ~ ~ ~ ~ / i W - I I I(-I I I ` I I - oQ m d- _ ,1~,, ~ / f cn ~ ~ oP / / / / - -I ( I I . ~ P O ~ a / O . 4 FENCE DETAIL r Z ~ - 0 0 - . . N.T.S. N N1 / / r i , i N 10 , 30 1 ~ - 'O ~ PRECAST TOP OF CMU WALL ~ c WITH 1/2' DIAL ANCHOR AT 24" U ) O.C, EMBED 3 MIN. _ _ ~ _ ~ - SET N o' - ~ - O W 4'~N CONT. BOND BEAM WITH (2) #5 BARS TYPICAL v W • N PARKING LOT ° ° o ~ m Z a m INTERIOR LANDSCAPE 4 m W m o °m ~ ~ ~ ~O a (TYP,) ~ o I ~o NZ ^2 NZ Z u~ Z ~ ° ~5 ~ W ~ i O U ~ I ~ > » > t o ~ ~ ® M . 24" SQ. CMU COLUMN WITH LIGHT ~ ~ / ~ TEXTURE STUCCO FINISH. i i Q o , ~ ~ NEW 6 MASONRY WALL EXISTING 6 ~ STUCCOED AND PAINTED XI TING 6' WOOD FEN( E ~ B" CMU WALL REINFORCED WITH Z - I I # 5 BAR Q EACH CORNER WITH J . ~ ~ W LINTEL FOR E S I I `0 DOWELS TO MATCH. J O PROTECTION OF TREE WOOD FENCE ROOTS DESIGNED BY _ NORTH a OTHERS . - a~ - n o ~ ~ ~ ~ 1-' W o i~ U e L b a°' J e I I SCALEa 1°~10' Z ® ~ Q o a ~ ~ C - N . ~ - ~ - ~ FOUNDATION 3'-4° X 3'-4° X 1'-4" ~ ® ~ ~ ~ d~ -cG- - EACH WAY DTOPITAND4)BOTTO BARPICAL ~ ~ ~ ~ "O ~ - II -i~~ i~~ 10 0 5 10 20 ~ ~ eta N C) N 0 co LOT I L THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL RkI A~J TAE: PC j 0 THE+., a LOT 14 LOT 15 LOT 16 N ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED QR D I~~;A~IY ~yITHLStI~ 0 NOTES: THE CONSENT OF THE ENGINEER. cMY IIp'rfT 12067 NOT PUBLISHED r U 0 !1. 1, FILL ALL CELLS BELOW GRADE WITH GROUT. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING a3~ Q AT 16" O.C. VERTICALLY, a...`. , ; 21007 1 r' O RAM A. GOEL, Ph.D.tP!.~ 431 STATE,O~ FENCE DETAIL COPIES OF ESE PLAN ARE, 0 N 1-1 N N.T.S. °y P/I 4 6' DECORATIVE 6' DECORATIVE PLANTING I FENCE FENCE AREA I 6" CURB WALL ~ EDGE OF ~ .1 i ~ (J VJj naj ~t,U n EL. 73.15 1 EL 3,25 EL, 73J5 TOP OF WALL FUTURE BLDG. Z ~0 Nf ~ x 1. X X ~ X,. ~ TOP OF CURB EL, 729 EL. 73.75 ~ ~ ~ ~ V EL. 73.6 TOP OF BANK ir;,r•~ f 1~ ~ ~ V ' EL. 73,25 ~ ~0 Z ~ Ex, cRA E o 3•~ BOTTOM OF POND ~ ~ P/L EL. 2,20 EL. 73,0 ELEV, 70.00. `;Y~;' W SWA TOB, EL 72.0 'r ~ ^ W kt ~i' ~ ' W f.~ 6.. A'• 7.5' 1' 9,75' 18,5' 5' ~ Q ~ - - ~ ~ _ ~ ~ J T I I LANDSCAPING ~ Y, M • ~ - i r Pj20POSED BUFFER 50DDED 2' " 4' 4' 5 SIDEWALK cn ~ ~ ~ 4TOR1~ SCUJLR MAPJHOLE . ' ®v ,I ~C N. RIM ELEU.= 73.25 ~ NORTH SOUTH POND ~ 10 WIDTH SODDED CROSS-SECTION B-B ~ M Z ' ~ _ NEW DRII/EWAY CONNECTION ~ _ ' , 1 15~~ RCP TRUNCATED DOME DETECTA L IJ. IN . EL. 68 2 R API IALT PER FDOT 1NDEX #515 WARNING PER FDOT #304 TOP OF INLET EL.= 73.22 ASPHALT WEST SWALE N,T,s, < ~U il-IRCRT EL.= 72.29 CROSS-SECTION A-A F NEW DROPCURB PER N,T.S, 3' z ~ W ' FDOT INDEX #300 5' PcANriNC ~ ~ a PLANTING AREA ~ AREA pp ,1 l"~ .1~ ,p .1`l; \ `l, -~`ti ~,1 , . `cJ, ,r~. ,~c,. .1 ~ 1 Or ^ ~ FENCE ~ ~ FENCE d ~ ,~C.,~ ; c,,. "G. , ~ ~G• 1~. 1~` 1 \ ' ~G. 1v .r~~ '~J• FUl 1~0 FUTURE F ~ BUILDING ~ s;~ ~ W' ~\J _ 7 PAL 8.5' VARIES 9.75 3' S' - T~ _ _ _ ; - _ _ _ r--.-.-__ - SODDED , r~'t~i` ~ Z 1 G c~ 1 ~ ~5 ~a' TOP OF WALL 6 C RB WALL ~ ~ 1 ~ 1 EL 73,75 EL. 7 ,75~ I •r~ 1 \ ~ a~ - ~ ~ ^J ' n- III-I -III=1 I I_I ~ I 'T ~ ~ 0 y' ~ rZ, ~ , ~ h ti~~ I I I ~ I- -III=11' -I j ~ ~ ~ ~0 •a'~" ~ ~ u? -III-111- ~ ~ ~ ~ gar` rip 1~ _ , , _ -mss 1, 1 d a 1~ ~.Gr'r1 ~...r:.::: b7 M ~ ~ ~ 4' SIDEWALK r~''•".~ ~ EAST SWALE ~ Z S~~9' r' 3" W. R.L. _ _ 6~, CURB WALL - 43,G1 M• ~~~.~J R E - (TC 15 LF. OF 6 73. ' + 2.6 ~ EL. 73.75 CROSS-SECTION C-C CONTI OL ~ W ~ 7 U.D. ~ I,E 69,25 ' TRUNCATED DOME DETECTABLE ~ 72.6 3,1 TC N.T.s. EAST-WEST POND ~ h'\~' WARNING PER FDOT #304 , yG r,~~;l. 1~. CROSS-SECTION D-D Z ~ N ~i N,T,S, d a~ 50 50~ ~ . ti 4 RET. WALLS c.o. 3 SEE DETAILS \ ( ) W~ y ~ ~ ~ ~ ® ® s 72.25 2 ' ~ 5s.5 NEW 19ETENTION POND ~ 72.1 , ~ 3,1 s~ ~ E B #5936 ~ o 'OND ~ s' ~ ~ v \ 72,4 BC REl; WALLS ~ TOP EL. 73.25 ,2:4 BC N p P,~ ~ ~ 72.9 C (SEE DETAILS) X BOT EL. 70,0 ~ w~~ ~ ~ c ~ '1`~'' \ caa ~ti~ 72.6 BC ~ w ~ ~ ' 1 TC 73n S1LT SCREEN < 73. 1 ~ - ~ o0 2s' NES Comm.: 0648 • 72.75 + o DO NOT DISTURB CONCRETE 1Q' 6" THICK Drawn By: B.J.V. N 1 6" THICK ON GRADE CONCRETE 1 CONCRETE DO T D TURB i 4 ON GRADE DN GRADE - _ _ _ - ~ ~ Checked By: H.G. SILT SCREEN I, I I1-11I-1 I I-11 I I I- 1.I I I-111=1 ~ , ~ ~ ~ ~ ~ ~ ~ ~ 1- 6" CONC. 7 6 (BCC B - - - ~ 72.9 ( C) 6° CONC, CURB CURB L ..5. 73.4C 72.6 lT / / ~ i ~ / ; 6" LANDSCAPE TIMBER EX. GROUND COMPACTED Issue Date: 11114106 2.6 ~ i 'i ' EX. GROUND COMPACTED W.A.N.E. AERATION 5Y5TEM Revisions. ,p ~ i, ,i~/, W.A.N.E, AERATION SYSTEM C1 :~J ~ / ' / • 25" OAK PLANT BED 25" OAK PLANT BED No. Date Descrl tion CROSS SECTION E•E 1 ~ 1 CROSS SECTION G-G N.T.S. - . / i / !C'L'."flt~8SYf96LwS~91CID?LflAI~SIl'~P.~IW^"~'LL ~^~"H • t~~ / N,T,S, Q k WANE. % ~ / ; B SYSTEM i / 72.6 ; ~ ~ i , , . 72.6 3 0 ~ 7 .1 ; ~ + % ~ ! / / , / r / ~ 72.4 / ~ ~ i / i BC ~ / ~ , / I 72.9 TC ~ / % , h ~ \ ~ / / i / ~ 74.0 _ - - . - - _ _ 74.0 ~ / ~ ~ ~°I - - - - o ~ 0 , / i ° ~ J , . \ ~ / ~ / % 11~ B / ~ ~ 1 1`~` 72.4( C) i - - _ - -__1- - .FAT., ~ / / ~ j /i(, / / ; X ; i / / / ~ i 72.9 (TC) 72.9 ,i / i , ; 72.0 ,.9- 6~ : :~~:.rv~~.~~ 72.0 0 73.4 , / I ~ 72.6 / , i ~ + 72.25 i NEW D~~CURB - ?~~~''~~''ti'i~"`~ ~ \ / , ; d f , h a I 0 , / / / / / / f~ _ PER F D, 0. T - - - - O - ~D INDEX 300 - - - - O y ~ ,',~i! - - - ~ o ~ ~ / , j~ / _ o / / 70.0 - 7 ACE DRII/E TO ~ i i ! / i / ~ O / / , ° - _ NEW 5' WALK O N PROPERTY ~ ~ ~ - ~ ! / O z ~ NEI NBO G i / L- J -NEW 6" THICK 3000 PSI J _ p x ~ y0 ~ 00 / j / / i ~ ~ LASS-1 NON-STRUCTURAL - 6 THICK 3000 ~ PSI CLASS 1 ~ X JI TC / , ~ , _ _ CONCRETE, _ _ _ _ =-T NON-STRUCTURAL Z J / ~ . 68.0 - CONCRETE. 6~.0 ~ ~ s in I i . r ~ tCl [7 ,a 1~, ~ i MATCN GRADE I BC BC I ~ ~ 172.6 72.6 ~ C.Q,~, i 73.1 TC .73.1 TC + 73.4 E T N SECTION F-F ~ ~ SCALE: 1 "=10' HORIZONTAL N v 1 "=2' VERTICAL d SILT SCREEN ST o 73.5 - STiORM SEWER STRUCTURE SCf~DULE W ° 74.0+ . ~ ~ \ , a. tip. N r ~~x r~ ~ w~h, 1 ~ # STRUCTURE TYPE TOP, ELEV, INV. ELEV Q W ~ G V ~ N p~g~ ~v~-- S7Y?RM SEWER LINTS SCHEDULE Z 0. ~ ~ ~4 ...1. ~ i ~ E~TYh57~ x,. T ` I va,'. I :?uCu i:~i3J ILV"LC~ I P`.. ~L `J.~iL" i ~ EX FDOT TYPE 3 73.25 68,21 M a E.,K, b SAN. ~ a > » _ - p > > UNE LENGTH !SIZE IypE SLOPE(q) ® s9 (FT) (IN) ~ __------~--------s----- ____--a ~ 1 Q CONTROL STRUCTURE 75.20 69.25 MODIFIED TYPE 'C" Q - Q 25 15 RCP ~ 4,16 ° EnIS11NG 6 ~ 2 WATER TIGHT OPENING THROUGH WALL 70.00 Q ~ ~ a EXISTIPdG 6' W40D FEN E ~4'OOD FENCE 3 3Q FDOT MOD. TYPE "C" 12, 25 70, 05 ~ _ ~ 21 15 ° PVC 0.24 ~ ~ O a NORTH.. a W J T q A FDOT MOD. TYPE "C" 72.10 70,10 ~ - 23 12" PVC 0,22 ~p ~ >y~ V I- W O.T. INDEX # TO F.D. _ FORM CON ~ 616 AND 660 x ~ x x ~ ~ INDEX # 60 . Q FDOT MOD. TYPE "C° 72.25 70,25 " 5Q 60 12" PVC 0.33 SCALE : 1 =1 ~ . ® ~ Q 3 1 , X X ® ® v O W 1, Goo 10 0 5 ~ ~ 20 ~ ~ Ca ~ 1 , ~ 1 - iC- LOT 6 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND 4ALL gEMA~l!,IIJI $ I OF, THE LOT I L 0 T- 14 LOT m or? m N ENGINEER, AND SHALL NOT BE REPRODUCED, PU SHEq=aR U9ETJ IN OUT THE CONSENT OF THE ENGINEER. (C OR H;-200'1 N0; PUBLISHF~p ' L a ENS , Q u r :"?-got C4 m I ' vl w , 1 ' r 0 RAM A. G0EL, Ph.D . 47 1'E dF ; Q w COPIES OF THESE PLANS ARE N'QyG.*VAL'ID,UNLESS` 0 0 EMBOSSED WITH THE SIGN[ I~C* t1l I EfW' SEAL' N N teaa,: t~s „ " " , A TRAFFIC GRATE TOP OF SKIMMER 2-1/2x2-1/2x1/2 18° ti EL. 73,2 TOP OF GRATE EL. 73.2 ANGLE 4"x3 8"0 - _ = 8" MASONRY OR CREST EL. 73.2 ANCHOR STUD APPROVED R.C. BOTTOM OF SLOT EL, 72.25 2 RETENTION BASIN CONTROL STRUCTURE • z M~ - - - PREFAB EL. 72,25 ROUGH GRAD -ROUGH GRADE ~ 0 GREASE SKIMMER TOP OF BANK GREASE SKIMMER ~ 00 V GRATE FRAME W STUD. STEEL (SEE DETAIL) ~ I - STORM Plf RAM W 2 ANCHOR STUDS _ ~ I ~ I ~ DIRECTED STORM PIPE{5) ~ ~ ~ ~ V DIRECTED TO F R SIDE - E UAL CENTERS. N I I 1 RETENTION PE Q NOTE; 2.7" DIAMETER ~ , I RETENTION BASIN ~;1 ~ F ~ GALVANIZE AFTER FABRICATION ALUMINUM BARS @ 6" O.C. TOP VIEW LE 70.85 15" RCP I 6" ~W ANCHOR INV, EL. 69,25 POSITION CONTROL STRUCTURE AT THE TOE OF SLOPE DISCHARGE PIPE TO FOOT INLET Q N ~ STANDARD DETAIL 6" UNDERDRAIN 6" 6" INV. EL. 69.25 2.7" DIAMETER 12" EROSION coNC, ON COURT STREET • ~ ~Z 3'x3'x4"THICK I 6" I,E 70,85 CONTROL pqp UNDER- ` 'Z' ~ 0 SOTTO ' BOTTOM OF SKIMMER CAST IRON RETICULINE 4:1 CONC SLAB _ _ ELEV, 70.35 GRATE TRAFFIC TYPE , . DRAIN Qo (HS-20 LOADING) W/2 SIDED SADDLE • • EL 69,5D - . x 0 0 0 AN HOR GRATE SEAT ; . , . „ ' f ` GREASE BAFFLE TO BE 2 C .~'`.~''r'`v:r•""•°. ''L ~ 1 4" THICK ALUMINUM w 8" CONC, WALL 6x6, 10x10 W.W.M. 6 !..II;i,. / ` -z!'::;:f•:::.~~r::'. ~ w STAINLESS STEEL ANCHORS ~ SEE FDOi INDEX 201 4000 PSI ~ / / -Q I FOR EYE BOLT AND AR 6" 3000 PSI /•:L:::;:•::.::: V ~ ~ > 1 CHAIN 28 DAYS #4 8 CONCRETE e r0 1 FDDT °C° 2'-0° x 3'-1° #4 ~ @12° O,C.E.W, 1 PLACE EROSION & SILTATION- CONTROL, SEE SHEET C1.2 4, PLACE GREASE SKIMMER, d M Z AND PLANS, 5. PLACE EROSION CONTROL AT DISCHARGE PIPE{S). • Q ~U SIDE VIEW SLOT 8c GREASE NOTE. BAFFLE DETAIL 2 EXCAVATE AND ROUGH GRADE NEW RETENTION BASIN t. _ 1. CUT PIPE FLUSH w/INSDE FACE OF N.T,S. WITH PIPES, ~ ~ W WALL 2. MORTAR BOTTOM TO 3 CONSTRUCT OUTFACE STRUCTURE AND DISCHARGE PIPE. W ~ v~ MATCH INVERT OF MODIFIED TYPE "C" INLET DETAIL ODTFALL PIPE' MITERED END SECTION DETAIL N.T.S. N,r,s. CONTROL STRUCTURE RETENTION BASIN /UNDERDRAIN DETAIL (1 } Z N,rs, N.T.S. o ~ RETENTION BASIN ~ ~ TOP OF ` BANK \vn``/ 18" OPENING ~F c,0~ ,~;1 ~Ir~rn~~a ~ P/L ASPHALT @ 1/4" SEE PLAN .~I~ : I PER FT. MIN. PLACE SOD 1 2" EXIST. SURFACE 1';i t, , ;la , EXCEPT AS NOTED BELOW PAVEMENT `.''3..11 LIMIT OF SOD 4 jHIROCK rJf r TRENCH WALL t t ~ ' FIN, GRADE PRIOR SAW-CUT EXIST. ~ND 50D) J~ FILL SOCK ® M n~~in~ -t ~ : ~ _ N rD sooDlNC " EDGE OF PAVEMENT ~ - - 1~111I _ll1 ~ POSITIVE DRAJNAGE (4;1 MAX) PLACE SOD 1 /2 & BASE RETENTION BA51N ~ avER P ? s° V ~ -1111_I~11.-111 NEW ASPHALT 1111._1111- F,D,O,T. CERTIFIED AND BASE MEET EX, BELOW PAVEMENT TOP (TYp~ ~ FILTER MEDIUM ' ~ IA (SEE SPECS 6 PVC s ~;tA COMPACTED TO NEW ASPHALT NEW SURFACE 98% MAX, DENSITY - w FIN. GRADE PRIOR S1,OQ~~ rn~~ FILTER SHT .C.1.,2) 6",. UNDERDRAIN 'j ~ I~ PROJECTED SIDESLOPE 3~ ~r~ FABRIC I,E. 69,25 w M AASHTO T-180 AND BASE TO SODDING ~ ^'!':b~+~~%~'-~~~~'~''~"~~-''~ NL-I -,I ~ ~ 12 AND BOTTOM OF ~Ir W/PERMEABILITY COEF. (SEE SPECS) SUBBASE COMPACTED GROUND EXIST. BASE , POSITIVE DRAINAGE RETENTION BASIN ~ ~ OF 0,20 CM/SEC ~ ~ ~ Q ' NEW BASE STABILIZED amwun~u~iine,rm wr„ _ _ _ _ 40 LB.R, P/L uo_lui=llil~il~ur__m~lnlul I I I I_I I I I=_I I.1111=_1111 ~ TRENCH WALL (DO NOT PLACE MEMBRANE IMPERVIOUS MEMBRANE (30 MIL) BOT, / ~ (PROVIDE SHORING IF REQ'D) AT THIS OPENING) AT ALL SIDES EXCEPT AT OPENING, ~ COMPACTED TO sEE PLAN NEW SUBBASE ~ ALL SEAMS MUST BE WELDED ~ ~ rr^~~~ SEE UNDERDRAIN ) WATER TIGHT PER MANUFACTURER'S o 98% MAX. DENSITY ' AASHTO T-180 PLACE SOD 1/2" COMPACTED GROUND BELDw PAVEMENT PAVEMENT TRANSITION DETAIL RECOMMENDATION, Q J DETAIL FOR EXCAVATE ~ FlN. GRADE,PRIDR PLACEMENT OF DIMENSIONS ~ TRENCH NOTE; Z 0 NEITHER #57 ROCK NOR FILTER MEDIA SHALL BE COMPRISED ~ 'Y ~ NEW ASPHALT TO SODDING N.T.S. AND BASE POSTIVE DRAINAGE (4;1 MAX) SOD A T P A VE M E N T BOTTOM OF TRENCH ~ OF LIMESTONE, LIMEROCK OR OTHER CALCIUM CARBONATE W IN R.O,W. ~C DRIVEWAY SECTION MEET EX. N,r.S. ~/in~uin~wn~~/inwinwinwini AGGREGATE, (5EE SPECIFICATIONS SHEET C1,2) ~ N.T.S. ,NYM„ , ~N III IF,:II7 4 1 FINE GRADE RETENTION BA51N PRIOR TO TRENCH EXCAVATION, DETAIL 3 ° COMPACTED GROUND COMPACT BANKS, BERMS TO 95q OF MAX DENSITY, N.T,S, ~ c+ ~ ~ 2 EXCAVATE TRENCH fOR PLACEMENT OF THE UNDERDRAIN EB ~J9JV V ~ ,V GROUND TRANSITION AS REQUIRED, AT THE PROPERTY LINE 3 VERIFY WATER TABLE; WELLPOINT OR PUMP GROUND WATER N,T,S, IF NEEDED TO ENSURE DRY TRENCH PRIOR TO PLACEMENT OF UNDERDRAIN, (A COPY OF SOIL REPORT MAY BE PROVIDED IF RETENTION -BASIN REQUESTED AS SUPPLEMENTAL INFORMATION ONLY) TOP OF ` ASPHALT @ 1 4" / UNDERDRAIN CLEAN-OUT BANK im~ur~~ PER FL MIN. ~ } ~ EXCEPT AS NOTED 4 CONTACT N,E.S. FOR INSPECTION. w/18"x18"x4" CONC. COLLAR 'S~1JIr FLUSH AT SIDE SLOPE, ~1r` COMPACTED „ ~ ! u, _II - ~ ~ I~ I I-I I I L-IIII .IIII-111 I- I I I I_II I I_ DETAIL Z BOTTOM ,rll APPROVED FILL NES COt111Y1.. 06QS OF BASIN X57 ROCK 'S'JI 6" 50LID PVC LIMEROCK BASE N.T,S, I w/90' LONG Drawn By: B,J,V. r^~ur^~~ SWEEP ELBOW F.D,O,T. CERTIFIED COMPACTED TO MEDIUM BROOM FILTER ~ CONNECT MEMBRANE Ghecked B H.G, FABRIC FILTER TO 6"PVC WATER TIGHT y' 98% MAX, DENSITY FINISH CONC. WALK AASHTO T-180 'MEDIUM.. (SEE U,S,L) SUBBASE FINISH GRADE TO COMPACTED TO 1 ° BELOW POST POST OPTIONS, ~ UNDERDRAIN 2"x4° OR 2,5"DIAM, IMPERVIOUS LE. 69.25 Issue Date: 11/29106 98% MAX, DENSITY EDGE. OF WALK 2x4 AASHTO T-180 2 LEVEL 2 LLVEL I~-6' MAX,-.I WOOD SHOULDER VARIES (SEE PLAN) SHOULDER MIN. WOOD; 1.33LBS,/FT. MEMBRANE MIN. STEEL ' SoD SLOPE 1/4" PER FOOT SOD FILTEF CONFORMAANGE WITH UNDERDRAIN CLEAN-OUT Revisions. N,T,S. N0, Date Descri tion ON SITE Ilil_IIII-•._::_•. .III-III 15 sEC. 1111=1111= III -1111 to SPEC SEC, 985 F,D,O,T, 5PEC5, OR EQUAL PARKING 8c DRIVEWAY N MIN 18 EXIST. N.T.S. COMPACTED FILL OR - GRIOUI UNDISTURBED SOIL IIII .1111. IIII_IIII IIII-1111 GROUND 12"L 20' NOTE: PRINC PRINCIPAL POST i NOTE: SILT FENCE SHALL NOT OPTIONAL ~ POSITI WHEN SIDEWALK IS PROVIDE 1/4' ~ POST Q 20' TI TO BE REMOVED &/OR CONTROL JOINTS BE TRENCHED IN WHERE POSITION ~ POSITION, CANTED 20' TOWARDS FLOW NEW SIDEWALK IS TO @ 4'O,C., 5' O.C., ADJACENT TO TREES DESIGNATED ~ w BE ADDED, IT IS TO TO REMAIN. w FILTEF BE REMOVED TO THE 8' O.C., OR 12 O.C. THE SILT FENCE MUST ~ SILT FILTER FABRIC C.O, FLUSH w/SIDE SLOPE CONTROL STRUCTURE Q NEAREST EXPANSION & 1/2" BITUMINOUS BE SECURED THROUGH THE FLOW EXIST, JOINT, EXPANSION JOINTS PLACEMENT OF FILL OVER IIII°IIII- I IIII°IIII°IIII-IIII- GROU EXIST. GROUND 0 @ 40 O,C, FOR 4 THE LOWER LIP OF - SIDEWALKS, 50' O.C. THE BARRICADE. FOR 5' OR GREATER. 6" SOLID CONCRETE WALK DETAIL SILT BARRIER DETAIL PVC Q / / N,T.S. N.T.S. ~O i `~0 ~Fp~ / CONNECT 6"PVC / UD TO CONTROL 6"PVC • .IL.. • . . r STRUCTURE; LONG .6...uD.:..: 1:.~..:....• . • ~ r IMPERVIOUS RADIUS ~4, ~ -gin o~ ~';~r, ~'o MEMBRANE TO 11 0 G0. ) n fb.~'O)f q. J' r BEND iro a ~ei • oa ~ ~ o,u o ~ ~ - BE WATER TIGHT ^ ' ~ ' ' ®UNDERDRAIN CONNECTION TO _ , BE WATER TIGHT Q MEMBRANE HANDICAPPED SIGN 1'-0" BOTTOM OF • #57 ROCK ~ ti:\ ~ RETENTION BASIN ~ <r~~~,p _ ~ _I f SEE INDEX NO, 119 STANDARD PRE-PAINTED IMPERVIOUS MEMBRANE -'Zi DISABLED PARKING SIGN w/ WATER TIGHT SEAMS CONC. WALK RAMP DOWN CONC, WAL WHITE BORDER 9" ON 1/8" THICK SHEET SEE IND X NO 109 & SYMBOL ALUMINUM UNDERDRAIN SYSTEM ISOMETRIC (U,S.I,) BLUE BACKGROUND 1'-6" N,T.S. g WADE ~~gFFI 6° WIDE TRAFFI WHITE PARKING BY „ STRIPE (TYPICAL STRIPE TYPICALG g ( ) BLACK BORDER DISABLED & LETTERS PERMIT WHITE BACKGROUND ONLY TRAFFIC WH BLACK BORDER $255 FINE 6„ + & LETTERS F.S. 318.14 RR CC TTEE SS ~ ~~TT WHITE BACKGROUND ERNFDOTDINDOEXE304 ~ ® M MADE POURING ~ M 9' TYPICA~ N, -0" ALL LETTERS ' 1" SERIES "C" O' CURB Q I- H 2" HOT DIPPED GALVANIZED 5'-0° STANDARD WEIGHT STEEL PIPE ~~~•61~ 61.1 ..J N o C~` ~,rooQOO o 000 hl ~i I NOTE: • ;':a:, • a. a. a b FLUSH CURB W O I I N All pavement markings to be thermoplastic. •a q:•`'.•`;,'•`•'••'•; i 1"~ Q~~ : 1_ ~ W 12'-O" 5'-0" . 17'-O" I ~ I- a::1 a. -I ~ I 8"X2'-6" CONCRETE MASS, 'a FINISH TOP OF MASS LEVEL _ ~ ~ - ~ I I~ _ 2~-'~ITH A SLIGHT RAISED WASH - 'I I APPROXIMATELY 1 2" ABOVE ~P P P~ CURB ~ 0 12. CURB HANDICAP RAMP DETAIL ~ ~ Q / HANDICAPPED STALL DETAIL - . ,I I+ . , - LEVEL OF TURF/SOD. a~l I a N.T.S. ~ ~ ? , ~ J • rsI r ~ FLUSH CURB i CITY OF CLEAEARWATER, FLORIDA 0 • • , P PUBLIC WORKS L ADMINISTRATION CITY OF CLEARWATER, FLORIDA ENGINEERING a„ PUBLIC WORKS ADMINISTRATION ORIDA ETHIS DRAWING NGINEER, ANDISHALL NNOTUBENREPRODUCED, PAU %SN,11a~~REMA$1y p~E~PRDr ,WI(TITE: CATION FLU S H CURB THE CONSENT OF THE ENGINEER. •,©WCCDQPYRI6Fffg0201007 NOT PALISHEb . R kA. N B ENGINEERING C TYPICAL SINGLE DON .jW B" jB) 18 HANDICAPPED STALL HANDICAPPED SIGN DETAIL 12/99 Updoted FinMG.C E D B TYPICAL HANDICAPPED DfX N0, 9 RAMP DETAIL , fX 57 REV. DATE DESCRIPTION APP• 1 OF 2 l19 IT I . REV, DATE . DESCRIPTION p N SIGN DETAIL r HA f. O 119N0, CURB N.T.S. 1 OF 1 'w 'n A p.D ED M.G. 1 OF 1 C5 RAM A. GOEL, Phd";~~. #47<> ;x.; E? " COPIES OF THESE PLAN LARE~Q T!VALIO~ SS EMBOSSED WITH THE SINXING ENC7INE EE~ 0 7 t, Z M~ c ov ~ o• V mz a o N3 ~ / • la r~ N ~ . W I~ - M Z xo / - SIORNI EWER MANHOLE ~ - - - N. RIh~1 ELEV.= 73.25 ASPI~ALI N. INV, EL.= 68.21 ~15" RCP) ASPHALT c I ~ TOP OE INLET EL= 73,22 ~Z eel M THRCr~T EL,= 72.29 ~ o~ ~QW Z ~J~~ ~~ZJ ~ ~a ~ m . Z - ~ - o~ ~ U ~ ~U~ ~oj Z41 a MO o~ nn, , ~ ;J V _ ' ~ 11 1 _ _ _ , ~ ~ I- I z ' ~ Z43.OI M~ 4 EX. 3" W. ~ rr n ~ ~M S8~` J~ I/ J~:J ~ ~ I~ ! ~ 1 ~r d' 1 , ~ HI bl r®~ VFl Z - , a• z ~ ~ ~F ~ AI . ® W~ V e ~O~® Quantity Code Name Symbol Scientific Name Common Name Planting Size Height Spacing ~ ~Ew~~rENri o~~o~® r , i F 8 LT Li ustrum S Tree EB #5936 9 PP~ Ligustrum Tree 2°-Cal {45-Gal 8' Per/Plan V ~ V 1 10 LI Lagerstroemia indica Crape myrtle 2"-Cal (45-cai) 8~ Per/Plan 1 x 1 SP ~ Sabot Palmetto Sabal Palm B+B 10'+ct Per/Plan -o - ~ 1 10 WM ~ Myrico cerifera Wax Myrtle 2"Cal (45-Gal) 12-14' Per/Plan O x I ~ BAHIA SOD . ~ J C k 2 ~ Sabot Palmetto Sabal Palm RE-LOCATED 10'+ct Per/Plan - k I , t ~ o NES Comm.: 0648 N p a ~ 1 J ~ ~ 117 BH ® Ilex cornuto 'Dwarf Burford' Dwarf Burford holly 3-Gal 24" 30" ~DI'dW11 By; B,~.V. ~ 4 i + 42 BX O Buxus microphylla japonica Japanese boxwood 3-Gal 24" 30" - r ,3 ~ ~ ~ ~ 14s vs ~ Checked By; H.G. Viburnum suspensum Sandankwa viburnum 3-Gal 24" 30" - ~ J ~ ~ i / ' ~ ~ ,f : 252 IH Raphiolepis indica Indian hawthorn 3-Gal 16" 3p" LANDSCAPE ~ / o ~ / ~ ~ 5' BUFFER TBD SOD St, Augustine "Florotam" Floratam Sod ~$$ue Date: 11114106 / / ~ / T U) x ~ ~ LANDSCAPE T TBD SOD Argentine Bahia Bahia Sod ReVI$IOI1$: / BUFFER E + _ ~ , o No. Date Descri tion LANDSCAPE NOTES AND DETAILS ON SHEET L1.2, .TREE PRESERVATION SHEET L1,3 © L In ' W . N ' P . E. PLANTS IN VISIBILITY TRIANGLES TO BE MAINTAINED AT 30" OR LESS. ~ / ~ .L SY EM , ~ a a ~ ~ / F.. 0 . . ~ ; ~ ~ , , f ~ / / f k / ,o ~ ~ / ~ / ~ u. o + ~ / ~ ~ 25 ~ / ~ / 0 x E- ~ ~ / o ve Oak / / / ~ / / / / / / i ~ / ~ (x / i , ~ / , , - ~J ~ / ~ / m _ r ~ / / ~ ~ ~ ~ / / C) l ~ L~ i r o ~ ~ DD _ o ~ j O a - ~ a~ .r'~ ~ / r L . , ~ / ~ ~ 4 k / Relocate 2 existin S abal Palms o 9 / ~ . o F ~ ~ ~ + + + + i. + + .w N FLORATAM SOD + ~ S , ~ t ~ 1 ~ ~ ~ _ ~.~.s. ~ ~ - ~T ~ FLORATAM SOD 3 ~ ; ~ ~o O t i I U, ~ Laurel r ~ Oak ~ ~ ~ ' 1 I ~ {rte r r ~ r r N ~ f ~ rte' o ~2!~(~ ~~?~eq6~ Z ~ tltol~'JiyA ~ rio5 ~ I C'~:titl i ~ 6'u"~I~iSi ~ .4. ,.~i s. @1~ ~ S. I 'Sr ~ a, 14 II - - - - . _ ~ ~ - - u~ ~ I~ ®C ~ - e-- • 6 6 Q 5 rr Laurel o 1 6 ~ ~ ~ ~ 5 W ueen Palm ~ ~ o aurei ~ a ~ g" ~ ® M ~ L el Lau I ~ W NEW 6' MASONRY 11 Q W 9 ak o ~ ~ WALL 0 ~ ~ Laurel Q ~ Cherr Laurel a a ~ STUCCOED AND PAINTED S b o ~ U ~ 7 QC ~ z ~ W Laurel z ~ Oak ~ ~ ~ EXISTI G Cam hor m /LINTEL FOR EXISTING 6' m ^ o ~ P ~ 5 Oak = WOOD EEId~E 2 PROTECTION OF TREE ~ ~ m D ~ 1h00D FENCE ~ ROOTS DESIGNED BY - OTHERS . ~ Washi gtonia Laur ..NORTH..: W ~ , ~ ~ o ak a ~ U Q u 0 15 Laurel G h I a y V Oakl SCALEo 1"010' ~ ~ to ~ 13 ~F V ~ z ® ~ ~ ,N ~ U ~ ~ N io 0 5 10 ao ~ J_ n~ ~ v 4 ~ LU I I,J i LOT '1 L 0 T 7 ; 1 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REko ~TQE P QP,F~7 OF,RH ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED ,OR U L~.IN,ANY ~qY V7IFF)OUT THE CONSENT OF THE ENGINEER. QC PY ~H2AD7~Qi11~IHEO, , Y • 7 r 1431 2007; STAB 0~ RAM A. GOEL, Ph D., P.E COPIES OF THESE PLANS ARE NO T; GA~LID N~4E5S 4. EMBOSSED WITH THE SIGNING ENGINE LIP E L..b IIIIIII~ ~ ~ Mc Q o® ~ V I- 00 v Z ~ - ® N~ IRRIGATION NOTES CONTINUED REE ~ SHRUB P~A~IT~JG DETA~S °~vV z HABITAT MANAGEMENT AND THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- LANDSCAPING PERMITS: CATION SYSTEM TO COVER 100 OF ALL ON SITE PLANTING AREA. NOTE; ALL ~g THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING; WILL BE RE NOTE: ALL TREE STAKES AND SUPPORT WIRES ~ p?~„ WILL BE REMOVED AFTER 1 COMPLETE ' ® ~ r~ • 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED 1, UNDERGROUND PIPING SHALL BE PVC SCHEDULE 40 OR BETTER, GROWING SI GROWING SEASON, 0 ~ FOR THE DEVELOPMENT OF TH15 PROJECT. APPLICATION SHOULD NOT ' CROWN SPREAD ~ ' ~ M HAS BEEN GRANTED, 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES, BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL For Cabbage Polm Installation: 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. Trim NI Fronds at Time ~ nstDllation: for Cabbage Palms: ~ ~ r~,l ime All Trunks to be Smooth and NOTE: ALL TREE STAKES AND SUPPORT WIRES ~ g 4, ELECTRIC VALVES. of Digging and Planting ling All Burn Marks Brushed Away WILL BE REMOVED AFTER 1 COMPLETE ~ N ~ Tslallation; Far Washington Palms; a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL For Washington Palm Installation; APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN 5. GAUGE 14 OF COPPER WIRE, Leave inside row of fronds fronds Leave all boots on trunk GROWING SEASON, ble swine / W ~ TIC ZONE VALVE BOXES, Tie up wish biodegradable swine ORDER TO PROCESS THE PERMIT, 6. FIBERGLASS OR PLAS 2 Layers Burlap Pod at ~ v ~ Support Contact - No rn Nails in tree Wood ~ ~ e b• ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- WHERE .PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES x ~ Rernove Dead and Inured = Wire Tie _ \ 1 PUNK TREES MELALEUCA QUINQUENERVIA AND CHINESE SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. Y THIFOLIUS), ( ° Twigs, Trim No Leaders, _ = Retain Natural Shape, ' TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF o°ooo SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO ~ 2" x 4" Brace (Yellow Pine} ~ / ~ TRIAL HAND REMOVAL WILL BE REQUIRED. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY PROTECTED PLANT MA E oo ° Space Three ai 120' Typical ~ 3~4" - 2 Ply Reinforced m Remove after one growing season, ~ Rubber or Plastic Hose ,n' SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR RAIN BIRD CO, OR APPROVED EQUAL. ooo „ 0 00 3 Minimum Mulch ~ ~ 2" x 4' Stake (Yellow Pine) ° White S~;rveyor's Tagging W EROSION IS CREATED, -THE AREA MUST BE RESTABILIZED WITH SUITABLE ooo MATERIAL. Three Feet Long Tape, 6 Length Remove after one growing season. THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH _ 3" Soil Saucer Saucer Rim 3 - 12 Guage Galvanized Wires N FIN L CATALOG SHEEiS OF ALL COMPONENTS IN HE Y TEM II~_ A ADMINISTRATIVE APPROVAL FAA HAS BEEN GRANTED, A _III: l~~~lll` c, 0 CE ( ) ~ ~ I-- 111=:= _ - i"_ i~T'' _ t Spaced 120 Around Tree and ® AA Finish Grade Set At A 45'Angle With 3= ~ 68 Q? BARRICADE INSPECTION CAN BE SCHEDULED, WHEN THE BARRICADES OWNER FOR APPROVAL PRIOR TO INSTALLATION. --:III~~~-11.1=I1=.,III; :I ;fll--;,,,_L;:IiI'=~=III-- ,:-1 .L_;III__II~..__IiL. ~~,_.}{-_._I~~ Remove Container _ Duckbill Anchors Or Equal HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED, - ' --III_:::Il l..l 6 ;~I II-I lf;;: i'' From Rootball _~=;1 :~:.I I : 3" Minimum Mulch CONCRETE CURBING Z 1. N Iv 1. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR .I--1 Mln' 6 Mils,. ' ,_L_.._ Planting Soil Mixture 11~= I I I Rootball, 16" Minimum 4 Min v ' I Mound Ta form Saucer °g ~ ~ M Radius From Trunk .III' ASPHALT PAVEMENT ~ ICI I~ II , , I- =1~ 3" Minimum Mulch Layer z ~ ~ TREE PROTECTION AND PRESERVATION: ONE YEAR FROM THE DATE DF ACCEPTANCE BY THE ARCHITECT =1~1;:.^I _,„v _ ,I i_` I_ / 1-..1 I I.._ ! L...J I L_...I i t.,..l I L_I i I:.._I I ~ L:. III Washed-In and Tamped ~ _ _ , II- „ III =I'I c - ~ N ENGINEER, -Ili=.IU~~IlI==111_111-.-;111=1i;.-.i`i-- Existing Soil VIII=~=III. TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS; =""III. I I' Planting Soil Mixture ROAD BASE lll ll1 I{y ~Iil VIII 1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE III ~ j_~' Existing Soil III M~~ I ~ I I Qr REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED I I,~; =~i 1.~.;=;;~ ~ III I I I I I I I I I t,'. Mh Planting Soil Mixture I I.~ i.l-! I i:.;I I I;-=1 ~ 1. 11,-111.E-. Il ~ T a ~ 0 PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH -I I- I-I I1=1I I-III- I I- z PERMITS, THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA SHRUB PLANTING DETAIL ON THE CONSTRUCTION DRAWINGS, PALM STAKING REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING STAKING + PLANTING DETAIL TREE STAKING + PLANTING DETAIL ~ ~ a ADJACENT TO OR WITHIN V.U.A. AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. N.T.S, N.T,S, 2, ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE, N.T.S, ® ~ ~ IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i,e, BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC,) BE V~ d Q ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION . SENSITIVE TO TREES REMAINING, IN GENERAL, NO GRADE CHANGES TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF E B #5936 v m v 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED, BUILDINGS, iOCIETY OF ARBORICULTURE INTERNATIONAL SOCIETY OF ARBORICULTURE INTERNATIONAL SOCIETY OF ARBORICULTURE INTERNATIONAL SOCIETY INTERNATIONAL SOCIETY OF ARBORICULT 1400 WEST ANTHONY DRIVE HONY DRIVE INTERNATIONAL SOCIETY 1400 WEST ANTHONY DRIVE INTERNATIONAL SOCIETY 1400 WEST AMHONY DRNE 61821 HAMPAIGN, IL 61821 HAMPAIGN, IL 61821 OF ARBORICULTURE i ~P3 ~t, i~Lt~sTes1 LANDSCAPING 217;355-9516FA% 1 OF ARBORICULTURE ~21i) 355-8411 OF ARBORICULTURE ~z1T) 355-9411 6 FAX 217) 355-9516 FAX 217)) 355-9516 FAX I - X E R I S C A P I N G WIPE DR GDIE SAES SHALL BE AS FQLLONS; 1, EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN lAEES UP TO 65 NN SIN.) CANPER - 14 C4UCE TREES 85 NY (2.S Dl.~TQ 75 NN (3 N,) CNJPER - 12 CWCE A MINIMUM FIVE (5) FOOT BY TEN (10} FOOT OPEN SPACE PLANTER lIQH1fN WIRE OR CABLE ONLY ENfAICH TO NEEP FRpA SL!?PINC, ALQW FDR SDLE 7RVNK LgVEMENE PIASTN; HOSE RLIFAL LKATIJENL PLASTIC HOSE N ES Comm ¦ ¦ 0648 LL BRANCIES fAON 1HE wTAE ¦ ' WITH SUITABLE GROUND COVER, LANDSCAPE TREES MUST BE PLANTED 1, ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS SHALL DE LONG ENOUGH TO ACCONLFODATE 35NN (15 M.) OF GRGWM AND RUFTTA ALL BRANCFES fAON THE W1AE UW w1RE ENDS ARE gPC6EO. IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE WITHIN PROPOSED LANDSCAPE PLANTER BEDS. TucN ANr LaosE ENDS of THE WIRE DR CABLE INTO THE wwE WRAP m THAT ND sHAAP WIRE FNOS ARE EJIPC6ED. INSU,IL THREE CUY WIRES PfR TREE, SPACED EVENLY ARWND IHE 1RUNN. MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT Drawn By: B,J.V. BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2, DROUGHT AND COLD TOLERANT PLANT MATERIAL, Checked By: H.G. 2, THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, .ORGANIC MULCHES, DROUGHT 3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER w AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION NOTE: FIXt OEpILEO REOUREUETIB IcuAV~x~ oN ~ WIRE Issue Date; 11/14106 R M NTS SOIL AMENDMENTS IF NECESSARY AND THE WATERING SYSTEMS. l7~SU'CIIhR~N~oH°FACHWIR BY WATER REQUI E E ( ) ,3YY (,/29 OVNEfER AEIATED TO THE PIJwnNG aF THE ~ OETWLS FOR IMPROVEMENT OF POOR SOILS ARE CURRENTLY TREE IN TIE MIPROYED SOIL, SEE BACK FlLL WITH IXISTING SOIL ¦ PRACTICAL USE OF TURF, TIC HOSE CAVANIZED WIRE OR CABIE TREE PINAING DETAIL' BEING DEVELOPED. FOLLOW THE ADVICE OF A SOILS IN SANDY LDAN SOLLS, A00 2Df: evisions IJA1(. Ew wLUNE couPOSrED 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- TwlsrwRETDna+IEN NRNBU(RECEi FOA TREES WTR 3, NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING, ISaIY (s•} GllPER ORGANIC N4TERWLTO THE EXPERT AND THE REFERENCE BELOW UNTIL N0, Date Descri tIOTT LDAAn SqL EKISrINC sa9., BETTER INFORMATION 15 AVAILABLE. MENT BY WHEEL STOPS OR CURBING TSDYU 13D1 Loec , ~ 1;1 SLOPE ON SIDES DF PIAN11N0 HOLE, WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE l - 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT xvDa srABE TANP SOIL ARWND ACOT AALI. '-'~UNE%CAVATED IXt Q I-OP110HN. NEUL DRWE ARCHOAS, g,~E FlANLY WRH FOOT CORPACIEO NOUND MATERIAL SHOULD REMAIN AS GREENSPACE, AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- • °NSOA~ N~ THE EDGE OF THE RODT Dell.. 6lSGUfJJ PEA ILWUFACNAERS pRES5TIRE SO 1W1T ROOT UNDER AIE ADOT DIRECOONS. BAIL ODES NOT SHIFC 2 % ROOT flALI. CVNLTER &1LL TO PREVENT Q GAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH N1.SfAIfESSTUllBEORINTNauTSOE DIREDnaNS. SE1NaAENr, ARaiIfECNRAI GRAPHIC STANDARDS URBAN SOILS M LANDSCAPE DESIGN AGAINST THE 1RCE 1AUNK 9TN Eg1gN - 19A8 CUNUUTNE SUPPLEIAENi PHILLIP J. CAAUI ~ Q 4, LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL 19 A uMlu u aF f2~ADAIH'OSRN; E OF THE PAOfEC1NE COT4fNNC OF 1HE INRE OR CABIE ACARnT THE TACE IAUNN AEYOVE ALL 5TAKINO AS SOON AS 1HE IAEE HAS CROWN SUFFlCIENI A0015 TO WFRCOIJE fly PROBIELt MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, .LIGHT CONDITIONS WARRANT THESE AMENDMENTS . LOAMY SOILS WCLUOE THE rOLLDYANG USDA lE%fURAI CUSSIFlCATNINS ANO HAVE A CUY CONTENT OF 1998 JOHN WILEY ANO SONS 1992 JOHN WILLY ANO SONS TIE PROBIEN BETWW'EEEN IS TO 27X: LOAM, SANDY LQ41 A!m SLIT LOAM, NOT[ 1HAT SOILS Af nE OUTER UNOS OF ISBN D-471-29553-I ISBN 0-471-BO59B-% POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT. MAY THAT RfTAIREO THE TREE TD eE srAxfD. srAxfs sHAL RE RfNWEO ND uTfR THE END aF ne HRSr OROwNG SFJSON AFTER PWnNG, OF TIE OAST 1HE LONT CIASSffICA110NS HAY PRESENT SPECWL PIANTD~ PIAHTWC PAO&ENS NOT ANnCIPAlEO Bf THIS DETAL IMPAIR NATURAL GROWTH, 1REES NORYALY DO NOi N[EO TO BE STABEO ANO STANMG CAN BE HAAYNL TO THE TREE STAKR?G SHOULD RE OOTrE 6, THE PRESERVATION AND INCORPORATION OF EXISTING PLANT ~ aiowlNCR ARE AEASONS~WHY 1REES~OORNEO~T REYNNSS~CIEO 1HAT ilff iRLE WILL FAT RE ABLE TO SUPPORT R: :E STAKING SHOULD BE OOIS DRAY LOAIJY 50115 ARE OffINED AS CRMTUUR OR BLOCKY FRNBLE 5095, A NIXNRE OF SANG, 5RT AND CUY PRINCPLES AND PRACTICES OF PWR4TG TREES ANO SHRUBS URANN SOILS - APPaCATKINS ANO PRACTICES PARTICLES WI1H A UINNUR OF I,SX BY OR} WEIGHT ORGANIC NATTER, 7HE SOIL MUST NOT BE SO NATSON ANO HA1El1CK ~ PHIWP J. CRAUL TAT BE ARIE 10 SUPPORT RSELF. 1997 INTERNATWNAL SOaEtt OF ABORICULTURE 1499 JOHN WILEY AND SONS COI~ACIED AS TO WPEDE ROOT GROWTH OR DRAINAGE, THE SOL SIAUCNRE SHALL NOT BE PUtt OR TSBN I_eeIBSA-TB-O ISBN 0-471-18903-D Q COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN, o TAFCS WITH POOA-DUNRY ROOT &Y1S OR ROOT B4LLS 1H4T HAVE REEK CRACNED OR OAATAGm. REJECT AAIHEII TW DAMAGED. REJECT AA1Ha1 THAN STAI(E NA55NE. THE SOIL INSI BE TESTED FOR fIXNRE, DRNNACE CAPABiIItt, PN, AND NUTRENf VALUES PPoOR TRUNKS, REJECT RARER 1HAN STAKE 16 DETEAHINNC PLANT SELFCipNS PND ANY ADDInONAI SOIL ILmRDiENENIS, NDiE$ ' S, TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT a TREES THAT HAVE CROWN TDD CIASE TDGETHQt IN THE NURSERY, RFSULnNC IN WEAL( TAUNNS~ REJECT RAIFER THAN o PL4RINC PRDCEDVAES 1HAT DD NOT ADEQUATELY TAMP SgLS AROUND IHE R001 &1L. CORRECT IHE PIANIINC PROC ~ WITH PROPOSED OR EXISTING UTILITY .LINES OR STRUCTURES, EASE- a ROOT BALLS PIACm ON SOFT SOIL TNIP SOES UNDER ROOT BALL PRIOR TO PLANTING. ' a ROOT GALS NIIH VERf SAVOY SOL OR VERY Wtl CIAf SOIL STAKMG PDYI54BLE. CORRECT THE PIANIINC PROCEDURE, Q G• NOTES 1. PLFi15E REFER TO ImRf1DUCTK)N AND USE CAIIEAW PRIOR TO USWC THIS DETNL. ~n MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE 7, THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT a TREES LDGTED INAPIACE OF E%TREYELY YINDY COIOIRONS~STNfING ADVISABLE I. PLF/SE REFER TO INIADDUCIgN AND USE CRIIEAN PRIOR TO USNC TWS DETAIL Q F SYSTEM FAILURE, THESE FEATURES SUCH AS THE WATER EVENT 0 IRRIGATION, NDTCSt ° LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA, L PETASE REFER TO NIROOUCigN AND USE CARERI0. PRgA TO UFJNC THIS DETAIL SOIL IRPROVELiENi DETAIL -TREES PLANTED IN NON RESTRICTED SOIL CONDITIONS nSOIL IMPROUEMENT DETAIL -TREES PLANTED IN POOR SOILS ~ TREE STAKING DETAIL -TREES 75MM 3 IN. CALIPER OR LAF 8. LOW-MAINTENANCE DESIGN. I CALIPER OR LARGER NOTE 1HIS OETA0. A55UlTE5 7HAT THE ARFA OF LOMTY SOL AVAIUBLE TO EACH TREE IS A IONIWU OF 45 SD. N (5W 50. Fl) E 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO H, SOIL TEXTURE, SOIL T PRD1ECTf0 tTT COPYWOER - 145-OD4 11/20/03 www.caddeh In www.caddetoils.com PROTECTED Df COPYRICHI -145-005 n/2O/03 www.Caddetail9.com PROTECTED Bf COPYT9GNT - 145-006 II/20/03 www,caddeiDils,cam STRUCTURE, AND SEASONAL HIGH WAT R TABLE. TREE & SHRUB PLANTING DETAILS L a 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE ~1 OR BETTER, 0 E ~ ~ 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 10 HIGH, 2-1/2 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION O CALIPER AT TIME OF PLANTING, ° SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- TREE BARB CADS DETAILS CEPTABLE, ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED 3 9, ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, WN NHANC WATER ABSORPTION. AND BURLAP WILL BE FOLDED DO TOE E TREE PROTECTION -FENCING " PLANTED AT 30 ON CENTER AND BE MAINTAINED AT A MINIMUM OF o ~ IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND 3 IN HEIGHT, x BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE pr REMOVED AT THE TIME OF INSTALLATION, Drip Line .J Ln 10, WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE hL PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM m OF 5' WIDE, 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE I! ~ GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED I WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS ~ IRRIGATION NOTES TO PREVENT CAMBIAL DAMAGE. 1' Min I I I I 1, SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE ewLxN" ~ ~ ~ / Pµ' ANAw ptA~l rtr WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER, THE DIST- Y T MFOR IRRIGATION MUST NOT BE CONNECTED TO (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN ~ RIBUTION S S E o THE DIAMETER OF THE ROOT BALL, TREES SHALL BE INSTALLED SUCH o COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON- M~'" p1rW' I (%AVl Aw ow THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF N ~ ~ STRAYED THAT THESE SOURCES ARE NOT AVAILABLE, THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES N o,dw ~~~w ~ ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC' MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE 2, IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS OF EACH PLANTING HDLE. TO PREVENT FUNGAL INFECTION MULCH LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- 3 SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH W+dw / ® M PLICATION AND LOW EVAPORATION, SYSTEMS THAT OVERSPRAY AREAS SIDE VIEW ~ M o TREE. i THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT In BE ACCEPTABLE, HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY o • i LOW NEED AREAS. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS ® I! L o WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE 6' Max e THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A ~I 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE .DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED Fence SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED i PLANT MATERIAL. NORTH ~ ~ PLANTER BEDS, OR MULCHED AREAS WITH TREES, IN NO CASE, SHALL y~ ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER GroL 5, PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST Ground Surface SUPPLY HOSE BIBB, BE CONSTRUCTED SUCH THAT LIMEROCK, ASPHALT, CONCRETE OR ANY ° OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO a SCALE: 1"=10' ~ oC ~ - 4, AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI- THE PLANTING AREAS, -.3 CATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER ® ® Z ® v CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND NK WRAPPING AND THE APPLICATION OF Past Q ~ ~ ~ LOW WATER DEMAND AREAS, CONTROLLERS MUST HAVE MULTIPLE 6, THE PRACTICE OF TREE TRU ~ CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED I BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL, POST AND FENCE DETAIL 10 0 5 ~ Q 20 ~ ~ e- t~ a' IMPOSED RESTRICTIONS. Norl NOTES: 1 .The fence shall be located a minimum of 1 foot outside the drip line , 7 PI FASF AIf1TF THAT THE I ISF f1F FFRTII 17FRS ~I IRIN~ PI ANT ~ •T 0 of the tree to be saved and in no case closer than 5 feet to the 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN RTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) {SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION S/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT 2. F trunk of any tree. THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL R ~~THPRQe~ TF~B` a CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED a 2. Fence posts shall be either standard steel posts or wood posts with ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED 0 {7 N AMY yTA~ WITHOUT a minumum cross sectional area of 3.0 sq. in, THE CONSENT OF THE ENGINEER. QCOP •2~0~ - QQ~1P,~4SI~ED 2mi LLGROWTH. TION VIS NOT APPROVED, V SCIENTIFIC EVIDENCE VINDICATES FOR PLANT MATERIAL INSTALLATION. 0 a Al 7 . EI FEB 14 I u U REPEREN 2 REFERENCE STANDARD DWG. NO. iL • I Pro' cl Q Design r~" IL-690 ~~rlll ' 5 b Designed Date Checker Checked Date ® R` J RAM A. GOEL, Ph.D., P,E: #4 ! SHEET I of I COPIES OF THESE PLANS ARE NOT VALTp~ UfyLE$S~ CD Approw w i Approved Date wtruROara~carw~lonernb. DATE 4-7-94 EMBOSSED WITH THE SIGNING ENGINfffVP$M%~ • Q • • N A~f~~',3g1.99''3 ~ ~ M~ ® ®V a ~ V _ < ~a ~ p- e4 ~ a~ as r ~ ~ ~aJ ~ °a Q CQNCRETEAPPLIED ~ a ~V 9~9 yy~ L,~ ^ ~((II1 1, V~ fly I~~ ~ SI~~KM SCV~~.R NiRNHO~C ELE~ATIQN TQ 11 ~ • _ N. RIM ELEV.= 73.15 k`~F'I-IR~f N. IN~1. EL.= 68.11 1~" RCP ~ ~ ~ ) RSPNAI_T ~ TrP ~~F Ird TEL.= 73.11 ~ I-E ELEUATIQN TQ 14 ~ ' ~ fil-IRORT EL=.~ ?1.19 TREE BARRICADE ~ ~ r~ W,A.N.E. 3000 AERATIQN ~ _ ~ ~ ~ E1 R T PR NE z 00 U SEE PLAN ® ~ I- - F~RLOCAT~~NS ..LINTELS APPLIED d ~ w 9 c~r.y ~rl.'' f~' ~-i `I ~'i ~ I~ I ~..)~h _ r... 1 ~ _ _ ~ _ ~ - n~ - . - > - m ];F ~1 ! ,.m A" .r ~ s ; a ; , . ~ r - ~ r1. 4 6:i, k _W,dA ~ ! N' 6 ~ ~ ~ ' fi'9H E7oiY` Ya"E9 5761ll ~~FC:Yi RC4I! CfJ ~ --.^q r 1 Z ~ 1 ~ M.q' ~ ~ 4.' V\. SN .'n1 ~ !n51} 051N 4' 1:iiiY . ; ~ ......,r -,:~Y?v 1. A Y _ r @~ ,Y 'ptt~:p ry.}-i;} TIF ,~~:,4;q~ ul ~'T r ..-p~~,~. ,.~.,~4 ~M ~flp -~4 J ~w•r _ r~ - ~ ..,,4 ~ r , , h ~ „ ~ ~ s., ~ 1}p .fir a 'm +d ~ ~ ll l~ U.:v71 Ls~ L.tll W.IMI 4..vH ~.W ~ ~ @' 'T.:V~ „~k f9d .l- ; ?A. ~ + •4". ; ~ t :1 . • { ~ ~1'~1 f"1 , it- :~.f c t ~T3 c~:~3...Ca~ F~91',,~ ~w~3-~cs_~[?~V Gt".- ~ ~.-*t~1~ •.a r~r - S'~~•~--"~- - - Nate- a certified arborist should supervise application of trez protection p{ r L_ I-, / ICI X42, 6 ~ i. u~,,rri~,- ~ Ed t r+~r, ~:b measures, ~ ® wo , 1 Z o~ ~ ? S Saba - - - i!,~k9 , 3 - ~ u~®bm~®mr®mm t4±'i+ i 1 ~ J• ~i o Lr~) j ' ~ _ TREE BARB CADS DETA~S ~w~ N~~ PET~NTION Pt~NL7 ;,,i ~~N~ E B #5936 ~ ~ TREE PROTECTION -FENCING _ -a----_--o----- 1' _ ~ _ s j ~~ILI?ffi.NLifauid{6f ~ -#o°o~~.~.la$N. 'IA'r4:t'.4._...~ eacia~5nmurzT e¢r?dac~nd~ti.vz'vi~=vnndc~:~-,-,~~~ rib arR~d a~. NES Comm: 0645 O - - _ 7 N Drawn By, B.J.V, I I I Checked By: W.G, SILT SCREEN ~ ~ _ - ~ - J...__..--- - W ~ ; , / I ~rtw M~~ aa»~ ,„nw ~ ~W Issue Date: 11114100 ay4w ~0w ' , d / / / , / / / ti - / i ; ~ ~ ~Aw,µ,~ Revisions: ~ TnoW No. Date Descri tion W,~ / % / i / / ' ~ / r ~t~~~~ brssx~v:~r~!'.~i rmtrvmcrt-,r~r~f¢,rR^~.':'~~ i ~'a~ccw~~ / / ~ / SIDE VIEW ~ 5 / 1' i / x F / % j i % ~ i /r / / @ / e'' / ~ ~ . ~ .'t / / / i / ;_i / ~ / / / / 6~ Max ~ Q < ~ ; - ; { Fence I. / / i / i. C Q ,~.j ~ j / / j / / / ~ / ~ ~1. a E~.: - / Ground Surface ~ 0 ~ Q ~Y / i ~ ! / i Live Oak / ~ i / / j / ; i / ~ / C ~ ~ Q / ~ / / Post Q / / POST AND FENCE DETAIL ~ ? ~ d Fly ~ `>f~ / ~ ~ / ~ i i r ` / / / / / / / / ~ s I / % / ! ~ / 2/3rd's dripline for hardwoods (6'min) ~ 1_r~ o . / % j full dripline for pines (6~min) C 1 / d- ~ / i' / / / 't 1 ~ ~ ~ ~ / / 4 ~ Sabal REFERENCE STANDARD DWG. Na. Project IL-690 J Designed Dale a . ~ ; Checked Dofe SHEET ~ of ~ Approved Dole Rdird Rwou~oM Cax~rvethn 8mMoe DATE a-~-ea J.IJ, _ ~ i ~ `,i' ' ODE ~ \ SlL laurel ~ _ ' ~ z ~ Onk . ~ .,p" + r ~ ~ rz , .k,. ~i. ~V,T. S ,it,. ,T, "'P~ ~u a rr y i ~ ~ r ~ ~ 1z r~ ~.i•,. ,y dJ ~ ~ ~ :Yr ~~,1 n ii bs ~i'! y r. t., i ~.s~ ~ d~;, 5f, , ~1. a 1' 1J ~Y f v '~+.a c. f~ r. ~ .f 4' ^'iX, ,nnr' .aEi 2~~. ~ i . 1N 6'r ~ ash A.~ :u~S~ iSWr. L~il' _ ~.Fk 5', 1 rr,yypp ~ t _ ~ € ~~1~ fir; ,a' - ..in 1 ~F... IM 4. o ~ 4 :.u' ; ~ ..t t t.~. 1. .'C• -W. 1..113 J; ~1 :T.« i•7 ..IY ,~~r~ ..h ~ mP~,t l;,~ , .an Ybti. =T~K:~ ,I o i~ati a{~; writ, - 'i r. v. bs.,.- ewe, , rr : , ,r.., ~ ,rt ~ ~ ~ ,r: ~,,y i S'.I . t+ :~L`l+ ''!!.,.w „ r~r ~ . „ 1 ~!:fTr`-i. ;pr.c .Sri. ~::r~~. ^~~",~t i ~ c: i ~~t. 47 i ,~ri, i 1. ~ kPsY':d ~ ~.~t~ ~i,''t'~P C..~4u~. .'Sv~ ~tiir .r 1..., 51 a ~ ~s.¢>Ix'~S ~ , Cli,ir Lourel ~ ~ ,y 11 _ ueen Palm ~ ~ ~ EJ 6 ~ l ~ rr _ _ ~ ~ - ~ ----e- , ~ c . ~ I 1 lacucl . ~ ~ u / ,1 ~ ~ 11 + ~ U ~r Cheer Laurel ~ ~ Lau~'el Laurel ~ ~ Lourel 7 1Y • aak ~ S bal c -J , ~ % ~ EXI~TINh 6 ~ i ~r~l ~ Oak ~ ~~am nor Eh~ Loy . _ rr n ~ EXISTII~dG 6 \ WOOD f Ek1CE ; 1 Oak _ ~ SNOOD FEfJCE - T ~ ` ~ ~ ~NI / ~ ~shi ~q~ani° Laurel ~ \ - --~~C~ak ~ N~ 15 laurel ~ / SCALE: 1"=10' W ® ~ ~ a ~ - . • cJ ~ OC ® v C>a _ cr7 a.~ ~ ~ , ~J ~ _ 1 t t 1 t a e rt'? L f- - I _ 00 0 1 j ^l \ l C.~ J -F 17 i v "14 LO L L. THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL PblAIN,T~~EV~> OPERTY OF THE ENGINEER; AND SHALL NOT BE REPRODUCED, PUBLISHED ( -USED It ANY VrffiU0OUT 't THE CONSENT OF THE ENGINEER. ©C0PZRIGHT.*2007t1,jJ0T`pDBLISHED o w 'gym RAM A. GOEL, Ph.D., P.E. M474 v COPIES OF THESE PLANS ARE NOT VALID UN9S`R2i9d~23~y; EMBOSSED WITH THE SIGNING ENGINEER'S SEAL i ~'~'C~'ION 14 ~'V~Pa ~a RAG. ~ 5 Ea PI.~E~LA~ C~~llll ~'~~~I~A v 9 9 9 9 a _ EAST-WEST CL OF SEC110N 14-29-15 T CHESTNUT STREET PLAT COURT STREE 100' R W ON SITE TBM • STORM SEWER MANHOLE N. RM aiv.= 1325 (ASPHALT) (ASPHALT) N. INV, EL= 6821 (15' RCP) (ASPHALT) b a: 0 ;i ~ 2' CURB & GUTTER N. BNDY. OF BLDCK "A„ ALSO . D FND 'x' • BEING THE 5, R W lt;F COURT STREET ' i I • . : ` \ • • 2.33'N. • / i / fND "k" 27TH. PER F.D,O.T, V5. BORSJE CASE • . D'EW' _ _ _ _ _ _ _ _ _ 605.93'MC; 6D5.30'R 01B'W FIR 1/2" , ATED SEPT, 12 1990 ~ " - - - - - - - - - - - - - - - - - ~ 605,9, FIR 5/8° N0.8942167, D N895958 E • ~ ~ 120,30'M' •120'R • " ••5 S/W • ~ • •'.589'59'03"W ~ • • • ...•,•58959 5•E.~ • ~ 242.56'MC; 242,65'R ~ 2865 , • : -v>-- . • BLK. CDR, 217.81'M ----24.15'MC i S89'59'31°E 243ATM; 242,65R FIR 5/8" 6,9' n' 6D'R 25' 60'R FIR 1/2" 0,9' S89'59'03"W 21 , 1 Live Oak lice Nl 581,18'M vI SSS?r, M BRG, REF, LINE 5900000E 2 (ASSUMED BRG.) 2 18' Suoui A~\ ~ 2 B' CLUSTER j BLDG i h„euo 3 ~ 4,96'E. FlR 1/2" 4 ~ 2512 4 BLDG i~ 5,04'W. 3 0 20 40 60 ~ ~ 9o'S3'R GRAPHIC SCALE 91'03'11"M IVACANT,1 PI fl l 1 0 N ~LOC~ ~ N 1 inch = 20 ft, o i ~ ~ ; ~ ~ 1 o ONE STORY C.B.S. ~ ~ ~ 5 00 N N 3 ' ~ . U o ~ ~ 16° ~ ' N M D use oeN LOT 4 BL G ~ ~ ~®T 5 N 5,J5'W, 6 ~ LoT 3 25° j , Live OeV. m 4) ' v++:. ~ TWO STORY C.B.S. l't ~ w ~ HOTEL (BUDGET INN) ~ I ° 7 0 LOT 7 / j~ o W vI 0 i 3 Sabal - ~ i]' 18 In 12 3 0 cn 3 i 17 LEGEND 11 FCM 4"K4° BLDG POWER POLE 16 3 ~ 3983 5A8'E, I 1 \ ~ - La~xel \ 6' WF i r n ' O -STORM SEWER MH p ~ ~ DeL 3 ~ ~ 60 R S89 55 33 W ~ ~ ~ SIR 60R j i v3.53s, 243,41'M; 242,85R ~ -GUY WIRE ~ 14 6' B" 5' C « LnurM i nW I lueer~ Palm ~ FIR 1/2" _ - - - - - -OVERHEAD WIRES S69'S5 33 Q° ~ 120.00 M; 120 R ~ S' ~ 9l ord ~Oher Laurel ~ 4086 ~"o -OAK U~ kl l.eililr 1. fi;apal rmr[''ir ~ ut. 15 ~ Laurel \ ~ iak . WF Cok ~ 7 ~"®-CHERRY LAUREL , s' ~ ,1B's 19 22 ,y. s.aa's. 3 ~ , ~ 'V1SG~tlin lonio a I ~"o -PUNK o oo~~ 3 Le„~H ~ ~ yvaar. 3 20 ~ L ~ R~ 15' lminV: . N -PINE - ? -PALM x ~ 8 N 13 ~ 3 13 23 I al j g ~ 1 3 3 10 ~ 3 / 3 3 1 N ~ 3 in • O O Z 0 3 O o (n O N j Z -1 ~ ~ LOT 17 j ~ SOT 16 LOT 15 LOT 14 L ~ N M1 wl M i~ j O OI , N n N , W N FIR 1/Z" \ I 243.05'R LEGAL DESCRIPTION 60'R FCM 4"x4" 60~R 243.05'R ~ 3035 243,05 R --U~- FIR 1 J2" BL , CO 30320'M, 303A5'R S89'51'52"W S895201 W 606.23'M; 606.10'R 303.D2'M; 303A5'R ~ 4oas LOTS 5 AND 6, BLOCK A, BREEZE HILL, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT s.23'M; 6os.1o'R a~K. cDR. BOOK 13, PAGE 66, OF THE PUBLIC RECORDS bF PINELLAS COUNTY, FLORIDA, S89'54'S7"W -o cU 0 FLOOD ZONE I r N I i THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE X, IN ACCORDANCE IMTH THE FIRM MAP OF THE CITY OF CLEARWATER, PINELLAS COUNTY, COMMUNITY NUMBER 125096 , L (MAP NUMBER 12103C-0109-H), MAP REVISED MAY, 17.2005, QRIGINAL L~ RECEIVED u> c PREPARED FOR ~~v 2 9 706 PLATTED EASEMENT NOT GENERAL NOTES SURVEY ABBREVIATIONS :MENT NOTE McDOWELL HOLDINGS, INC, PLANNING DEPARTMENT G} L 1- NL' EACH GRANTEE AGREES THAT UPON REOL A =ARC LENGiH fPP =FOUND PINCHED PIPE PROP = PRDPERTr 1. UNLESS OTHERWISE STATED, THE PROPERTY DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE Ct1ENT, OR CUE S THAT UPON REQUEST OF THE PRESENT OWNERS OR SUCCESSORS OF ANY CITY QF CLEARWATER = FRM =FRAME PSM =PROFESSIONAL SURVEYOR k MAPPER F IVI N T RANT R N mm1ER SIGNATED AGENT, PORTION 0 THE SUED S 0 O G A c AI ca D DE G~ / z AF = ALUNINUM iENCE ill = FLaoD ZONE LME Pi = PaNr aF rANr>ENCY 2. UNDERGROUND IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO BUILDING FOUNDATIONS, HAVE NOT BEEN LOCATED ASION TO GRANT AN EASEMENT OVER THE PLOT CONVEYING FOUR (4) FEET .AR OF SAID LOTS FOR THE LAYING OF ELECTRIC CABLES AND GAS OR aLUM = aIUMINUM cAR = caRACE PUM'r =PAVEMENT. IN WIDTH ALONG THE RERR OF SAID LOTS ~ ASPH =ASPHALT C/E =CLASS ENCLOSURE Rw =RADIUS EXCEPT AS SHOWN HEREDN. FING NECESSARY POLES FOR THE PURPOSES OF SUPPLYING TELEPHONE, = BnSE FLOaD ELEVanoN HWT =Hoc WRE FENCE R = RECOflD 3, INACCESSIBLE ABOVE GROUND IMPROVEMENTS E,G, BUILDING OUERHANGS, ,HOSE WITHIN SECURED AREAS, ETC,), HAVE SEWER PIPES, OR ERECTING NECESSARY F c. BFE _ REF =REFERENCE ( Bloc = BuILDINC HW1. _ Hlg1 WATER HNE NOT BEEN LOCATED EXCEPi AS SHOWN HEREON. ELECTRIC LIGHT AND OTHER PUBLIC SERVI HER PUBLIC SERVICE TO THE RESIDENTS OF THE SUBDIVISION OR FOR ANY `;I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ 0 , BLK =BLOCK INV =INVERT ! RES = RESDENQE OTHER SIMILRR PURPOSES OF THE GENER • / BM =BENCH MARK lB =LAND SURVEYING BUSINESS RL = RADIAL uNE 4, UNLESS OTHERWISE STATED, THIS SURVEY WAS PREPARED WIiNOUT THE BENEFIT OF A ililE SEARCH AND MAY BE ES OF THE GENERAL PUBLIC INTERESTS, Ch u ~ 9 ~ BNDY = BWNDARY LFE =LOWEST FLOOR. ELEV RLS = REGISTERED LAND SURVEYOR SUBJECT TO ADDITIONAL EASEMENTS, RIGHT-OF-WAYS, AND DTHER MATTERS OF RECORD. J BRG = BEARNG LHSM =LOWEST HORI20NTAL SUPPoRTINC MEMBER RND = RDUeo 5, THERE ARE NO NSBLE ENCROACHMENTS, EXCEPT AS SHOWN HEREON. rn BWF =BARBED'MRE FENCE L5 =LAND SURVEYOR RNC =RANGE - M = MEA9JRED RRS =RAIL Row sPDV: 6: BECAUSE OF 1HE POSSIBILITY OF MOVEMENT OF 1HE MONUMENTATION FROM ITS ORIGINAL PLACEMENT BY PERSONS • a, 4203 46TH AVE N. ST PETERSBURG FL. 33714 4 ~ CB CCHORD BEARING MAS =MASONRY R/W = PoGHT-OF-WAY DTHER THAN THE SURVEYOR, T IS RECOMMENDED THAT PRIOR TO ANY NEW IMPROVEMENTS ON THE PROPERLY PH 727-521-1684, FAX: 727-527-7422, E-MAIL:bdg1@tampabay.rr.com ' ~ CBS = WNCREIE BLOCK STRUCTURE MES =MITERED END SECiION SCM =SET CONCRETE MONUMENT i a CHD = cHl>RD MH = MANHaLE s7E = scREENED ENCiosuRE THE POSITION OF THE MONUMENTAlION BE VERIFIED. f~1/E~ITORY MOTES CL =CENTERLINE MHWI. =MEAN HICK WATER LPIE SEC = SEC110N 7, UNAUTHORIZED COPIES AND/OR REPRDDUCiIDNS VIA ANY MEDIUM OF THIS DOCUMENT OR ANY PORilONS THEREOF a~ = cHA~N uNK FENCE MSL = MEAN sEA LEVEL sEr NOD = sEi NAIL aND asK RLS~ 2511 ARE EXPRESSLY PROHIBITED WITHOUT THE SIGNING SURVEYOR'S WRITTEN CONSENT, ~ CHUCK BUTLER: CERTIFIED ARBORIST CLDS = aOSURE , N&B = NNL AND BDTRE GAP SIR =SET 1/2" IRON ROD Rlsf 2512 col = cauMN N~ = NNL AND DISK SD =SQUARE 8, BASIS OF BEARINGS IS ASSUMED, TREE SYMBOL ~ FL-~ 235A CONC =CONCRETE NQT =NAIL AND TAO SRF = SPM1 RNL FENCE 9. ALL BUILDING TIES, PROPERTY MARKER LOCATIONS AND OTHER SITE IMPROVEMENTlOCATIONS SHOWN HEREON ARE TREE ; cR = coumrY Row NCVD = NARONAL GEODETIC VERnCAI. DANM sR = sTA1E RGAD MEASURED PERPENDICULAR TO ADJACENT BOUNDARY LINES, UNLESS DTHERWiSE STATED. c/B =CONCRETE SLAB NO =NUMBER sTY = sTGRY 10. FLOOD ZONE DESIGNATION AND OR FLOOD ZONE LINES IF ANY SHOWN HEREON HAVE BEEN SCALED FROM THE INVENTORY N U M B E R ~ j COR =CORNER 0/A = D4ERAa SUB = SUBDINDCN / I 1 DRAWN BY: RON BELKO cov = covERED aREA ONW = DVERHEw WIRE(S) s/w = smEwALK REFERENCED MAP AND ARE APPROXIMATE THE TRUE FLOOD ZONE LINES MUST BE DETERMINED DY AN ENGINEER,; I D =DEED OR = OFFIgAL RECORDS TB = °T' BAR 11, TNIS SURVEY DOES NOT DETERMINE OR IMPLY OWNERSHIP. Woler ocl; ~ CHECKED BY: CHUCK BUTLER ~ ' DDT =DEPARTMENT OF TRANSPORTAnON 0/5 =OFFSET iBN =TEMPORARY BENCH MARK 12. THERE MAY BE ADDITIONAL RESTRICTIONS EASEMENTS OR OTHER MATTERS OF RECORD THAT ARE NOT SHOWN ' ~-TREE TYPE ~ at ORNG =DRAINAGE P =PLAT TC =TOP OF CURB d- D/W =DRIVEWAY PB =PLAT BOOK tae =TOP of BMB( HEREON THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, ~ ~ EL OR ffEV - ELEVAnO PC -POINT CF CURVE TOS -TOE OF SLOPE - - N - - - cC - TI N 43,5558' N,A.U.D, 88 M. 8 ELEVA 0 RWATER B, E A N TTY OF CLEA 13. ELEVATIONS SHOWN HEREON ARE B SED 0 C ~ TREE O EOP = EOCE of PAVEMENT PCC = PONT OF COMPOUND CURIE 1RANS =TRANSFORMER 5 " TR E D B H E BOUNDARY and TOPOGRAPHIC SURVEY EOW =EDGE OF WATER PCP =PERMANENT CONTROL POINT TWP = TaWNSHIP INVENTOR Y ESM'T =EASEMENT PC =PACE TYP = iYPICAI p ~ FCM =FOUND CONCRETE MONUMENT PK = PARHEA KALUN UG =UNDERGROUND R A TI N G U) FES = FLARED END SECTION PL = PROPERTY LINE UTIL = UTILITY (1- 5, 5 SPECIMEN) FIP = FOUND IRON PIPE POD = POINT OF BEGINNING WO =WOOD ti CERTIFICATION; I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF JUd NUMBER, UbU815 UAIL. SURVLYEU lU Sl Ub L FIR = FOUND IRON ROD POC = POINT OF COMMENCEMENT NF = WOOD FENCE THAT THE SURVEY SHOWN HEREON SUBSTANTIALLY MEETS THE MINIMUM TREE CANOPY/ROOT ZONE TECHNICAL DRAWING FILE; 060815,DWG DATE DRAWN; 11/3/06 STANDARDS FOR LAND SURVEYING DESCRIBED IN THE STATE OF FLORIDA RULE 61G11, Ll FL = FLOW LINE POL - POINT ON NNE WF - WROUGHT IRON FENCE FlD = FIELD PP = POWER POLE WIT = WITNESS F.A.C. FURTHERMORE, THIS CERTIFICATION SHALL NOT EXTEND TO ANY OTHER PERSONS LAST REVISION; N/A X REFERENCE: 030088 n FND = FOUND PRC = POINT OF REVERSE CURVATURE WRF = WIRE FENCE Q FOP = FOUND OPEN PIPE PRM = PERMANENT REFERENCE MONUMENT WV = WATER VALVE OR PARTIES OTHER THAN THOSE NAMED ON THIS SURVEY AND SHALL NOT BE VALID AND BINDING AGAINST THE UNDERSIGNED SURVEYOR WITHOUT THE ORIGINAL GEORGE A. SHIMP H U FPC = FLORIDA POWER CORP. 0 RAISED SEAL AND SIGNATURE OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. 7TN AND ASSOCIATES, INCORPORATED w ABBREVIATIONS MAY ALSO BE CONCATENATED AS REQUIRED. a =«F OTHER COMMONLY RECOGNIZED AND/OR ACCEPTED ABBREVIATIONS ARE ALSO UTILIZED BUT NOT SPECIFIED HEREON. jo/ LAND SURVEYORS LAND PLANNERS 3301 DeSOTO 9011LE&R101 SUITE D 0 0 GEORGE A. SHIMP II, FLORIDA REGISTERED LAND SURVEYOR No. 2512 P,4L6f BARBOR, FLOfff,04 34(683 DWAYNE A. RUTH, PROFESSIONAL SURVEYOR & MAPPER No. 5635 LB 1834 Mff 727) 784-54(96 FAX 727) 74(6-1256 SECTION ' 4 T ~P, 2 9 S, ~RNG, ~ 5 E, PINEL~A S C O U NTY, FLORIDA .d...w. er. u..5 e. ';u vu. ~ v.^,: ~ .rod.. ~,,..uv. y., CR~oO (f .'tt f.Y 0K f,#a.'f. g 8 X r';,, ;s<.; a ~ . u., . ! v $c f,"~Xa~..a ' s 5r~. X1:3 ?r m~ , 2:£ rg, '•ro. 4 : 4~#~'~,d„ .,3`~ d' SZdCf.: ~ . >`~:w33 •:8~ ^x~rs+rr ~r 3 , ~ ^.,,"Rx•~ r 3 d... " 5 t 3*33"~ S. r ~ ,~^.q . ~ x'>~,Kx" ;.~nud~~. 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BNDY OF BIOCK'A' ALSO • , • , • . • • ; • • : , • , . • ~ : • a DBNG THE S. R OF COURT STREET ~ ~ ~o ~ ' PER ED.O.T VS. BOR CASE AA ~+o x zntt / , = N0.8942167, DA1ED SEPT 12,1990 ~ ~ - " , , flR5/8 N69'S958E o •;.•q. 6A ~ ' 605.93'IIC; 605.30'R ata'~ FlR 12 , 26x5 ~z• •••c .1`~.:•S9'5915E':'~'.,~•:.:'.~:•;120.30M,.20R,.~s:•. l~•.:.•~.~:•~'•c~.. • • . • • . ••:S89Ti903'W~~''' BIK. CDR, • 24256'hIC; 24265'R S89'S9'31"E ~ 24Z0TM; 24265R FlR 5/8 p,g~ 1r 60'R ~ Q~ 60'R FlR 1/2' 0.9' S69~9'03'W 217.81'AI 2475'NC t ~t BRG, REF. LINE S90'0000 E ti ~ , 581,18'M (ASSUMED BRG.) X~ ~ I 1. ~I X X X I?Bp ' ; r~ ~ ~tg' ~ FlR t/2' X ~ - ~ ''„f" ,dam ~ BLDG X X '4tP ~ ?A~ is r #2512 X X 4~dP: ;o c ~,x~ X 5.04'W, ~ a ~ , 0 20 40 60 I 3r ' f~~,i,A~ a O a ~ ~~~.111 ' ~fE.~• r a VACANT ~ n v` c 11 11 0 ,~~ti . 91~;~ ~ ~ GRAPHIC SCALE M \ ~ N BLOCK A N ~,y ~ 1 inoh = 2D fi» o C, ' c:, a~~~5~ .~Y~ h ! r' ~ s^ fit, ;N ' `€^ta~~`''+a S,3 a0: ~ - ~ 6~ X X Vey'. .L~3~g~IE aas~, ~~4;~~,'~~1»,,, ~ i, u''~',` "i , ~,,,,,\~f tj QP ry +~'~'n;i4if ~k`",f"'~~~ g~~ „ ~t'~'~ S$~, ~ ,e r R ~ f ~ ~kE'sa's ~Z ,,r~', fs \ , =i 1 . ~ . ~ ~XR Qt, ~i~), 's Y'.tl ~ y~.A~V~ ~ gut a.,~a,o-., t1 L^~ d a i~~a..1w i ~ BLDG ~ ~ ~ ~ ~ e ~ 0 . ~ L T 6 .~,d 0 i ~ ~ ~m 1~ X ~ •;n ~ V ~ t ,r 'tl~ ' ,K\, Z ~4i4 ' w3 I~ r~~~~,; i,lyA S~ If '~+K~~' ~a' d' r `R as ~ ~ ~ ~ ' . X ~ U U ;d' ~ ~ ~ _ S ~a ~ v `wa ~ s.. fi ~,a a;a sTs ~i . ~ . ~ ~ FCN 4 x4 ~ ~ . ~ ~ ~ ~ , , . LEGEND 3983 ~~`,,,~L(pld ~ af~, ~.R~~~,* yt i -POWER POLE SIR 60R ~ 6DR ~ . ~ ~ ~ ~ r ~ ~ '0' T7.55S ~ dr S89'S533 W 9 .~P_~~.._ 2434t'M; 24285'R ®-STORM SEWER MH -v>---.. -GUY WIRE , _ - • 5 S895533 W sr? s.120.OOM; 120R FlR i/2' -OVERHEAD WIRES ,up n r # 4Q86 oo'o -OAK • 6' ~ D' Wf 12'Q -CHERRY LAUREL 5.145, 4<15'S~ . ~'o -PUNK ?9' , x;~ X X X Q15 X -PINE ~x o`ti ~ Ae ~X x fig' ~ ~ ~ ' 13' ~ X ~ ~'o -PALM ..3e X ,o ~ X X ~X ~ ? 0 ~ ~ ~ ~ ~ X - . ~ - ' ~ ' ~ ~r .o ;Z o Z a 0 ~s p cs 0 d p T dOT ~I~ dOT ~i(~ d04 ~I~ - 0 ~4 - ~ X. ~ 1~ ~p9 w tj ~v~ X X ,X X ~ x~ l.V > >,r~ x ~ x x ~ ~ ~ 3X W . . FlR12. _ / # 3035 243.05R 60'R FCM 4'x4' 80'R ' BLK. CDR, ..---<n-.. 243.05R S89~2'Oi"W 3032D • 05' 243.1?5'R LEGAL. DESCRIP110N 'M, 303. R S895752'W S89'S4'5TW 60623'M; 606,10'R i0B.23'M; sos.tdR LOTS 5 AND 6, BLOCK A, BREEZE HILL, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 13, PAGE fifi, OF THE PUBLIC RECORDS Of PINELLAS COUNTY, FLORIDA. FLOOD ZONE THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE X, IN ACCORDANCE WITH THE FlRM MAP OF 1HE CITY OF CLEARWATER, PINELLAS COUNTY, COMMUNITY NUMBER 125096 (MAP NUMBER 12103C-0109-H), MAP REVISED MAY, 17 2005. SuR~r ABe PREPARED FOA REVIAl10NS , GENERAL NOTES P TTE LA D EASE MENT N01 EMENT NOTE A = wC LENGTH PPP = FWND PINCHED PIPE PROP =PROPERTY L UNLESS OTHERWISE STAIm 1HE PROPER D McDOWELI HOLDINGS, INC. A/C = AR C4NDIiIONA1 PTiN = PRAME PsM = PROPESSIONAL SURVEYOR d< MAPPAI ~ TY ESCRIP110N SHOWN HEREON WAS PROVIDED BY 1HE CLIENT, QR GJENTs EACH GRANTEE AGREES THAT DPON REQ AF = AIDMINUM PENCE Pa = PtaoD ZONE uNE PT= PoD1r ~ TANGQICY DEgGNAIED AGENT. POR110N OF 1HE SUBDIVISIO i 1HAT UPON REQUEST OF THE PRESENT OWNERS OR SUCCESSORS OF ANY A1MM ¦ ALUMDTUM caR ° cARA~ PvMT = PAVtMENr 2 UNDERGROUND IMPR044aEN15, INCLUDING BUT NOT llNllm TD DUIIDING FOIINDAl10NS, NAVE NOT BEEN LOCATED N TO GRANT ASPH ° ASPHALT G/E = sass ENCLOSURE RAD = RADIUS IXOEPT AS SHOWN HEREON. IN WIDTH ALONG THE REAR OF SAID lOT (VISION TO GRANT AN EASEMENT OVER THE PLOT CONVEYING FOUR (4) FEET BFE ° BASE R4DD F1EYAlION HWf =HOG WiRE PENCE R = flECORD Inc = ammulc HWL -1oa1 wAIER uNE REF • RPFERENCE ~ INACCES9BLE ABDVE g10UND IMPROVEMENTS (EC. BURRING OVERHANGS, THOSE LWiHIN SECURED AREAS, ELT;,), HAVE SEWER PIPES, OR ERECTING NECESSARY (EAR OF SAID LOTS FOR THE LAYING OF ELECTRIC CABLES AND GAS OR ;TING NECESSARY POLES FOR THE PURPOSES OF SUPPLYING TELEPHONE, • Blx ° BLOac INV =INVERT RES = RESmENa NOT BEEN LOCATED IXCEPT AS SHOWN HEREON, ELECTRIC LIGHT AND OTHER PUBLIC SERI DM = BPNCH MARK lB = LAMD SURYEI1NG BUSNESS RL = RADIAL HNE THER PUBLIC SERVICE TO 1HE RESIDENTS OF 1HE SUBDIVISION OR FOR ANY BNDY =BOUNDARY tPE ° LOWEST PLOOR EEEV RLS ° REaSTPRED LaPao SURVEYOR 4 UNLESS OTHERWISE STATED,IHIS SURVEY WAS PREPARED WI1HOUi 1HE BENEFlT OF A liilE SEARCH AND MAYBE OTHER ~MIIAR PURPOS SUBJECT 10 ADDIliONAI EASEMENTS, RIgIT OF WAYS, AND O1HER MAl11AS OF RECORD. ES OF THE GENET BRG = BEARNG UISA = LOWEST HORIZONTAL SUPPORTING MEMBER flND = RWND 3ES OF THE GENERAL PUBLIC INTERESTS • BYff =BARBED WIRE FENCE lS = LAND SURVi1'4R RNG ° RANGE 5. 1HERE ARE NO NSIBLE ENCROACHMENTS, EXCEPT AS SHOWN HEREON. C ° CALgDAiED M =MEASURED RR5 = RNL Row SPIKE 8. BECAU~ OF 1HE POS5BIl1TY OF MOVFIJENT OF THE MONUMENTAIION FROM 115 ORIgNAI PLACEMENT BY PERSONS CB ° CHCRD BEARING MRS ¦ MASONRY R/W . ~r;Hr of-war O1HER 1HAN 1HE SURVEYOR IT IS RECOMMENDED iHAT PWOR 1D MJY NEW Da ORIGINAL CBs = CaNCREIE BIOG( SIRUCNRE MESS = MRERED END SECBON SCM = SET CaVCRE1E MONUMENT ~ PROVELIENIS ON 1NE PROPERTY • ~ _ CHD~ MH = MANHOLE s/E = saFalm ENaosuRE 1HE POg110N OF 1HE MONUMENTAlION BE VERIFlm. RECENED a = CENIEREINNE MHWL =MEAN MGN WAtER MNE sEC = sECnoH 7. UNAUIHORIlED COPES AND/DR REPRODUC110NS VIA ANY MEDIUM OF THIS DOCUMENT OR ANY POR110NS 1HEiTEDF aF ° CHAIN uNK FENCE MEL =MEAN SEA ~1. sET NA4 =SET NAIL AND asK RLS~ 2512 ARE EXPRESSLY PROHIBITED WITHOUT 1HE SIGhONG SURVEYOR'S WRITTEN CONSENT, a05 = aOSVRE Nd~ = NNL AND 84TRE CM SIR ° SET 1/2" IRON ROD RISC 2512 , C4L = croLUMN N&o =NAIL AND DISK s4 = s4UARE 8, BASS OF BEARINGS IS ASSUMED, WNC ¦ C4NfAElE N&T ¦ NNL AND TAB SRF ¦ SPLIT RAIL FENfE 9. ALL BLgLDING TIE PROPERTY MARKER lAC 110NS D ' pt ° COUMY ROw NGW ° NABONAL GE4DEIIC YER11CAl DANM SR = STALE ROw A AN OTHER SIZE IMPROVEMENT LOCATIONS MOWN HEREON ARE c/s = caNaElE SLAB No =NUMBER Sn ° MEASURED PERPENDICULAR TD ADJACENT BOUNDARY UNE$ UNLESS OTHERWWSE STATED. WR ° coRNEN o/A ° ~+w. SUB = SUBDINSION 10, FLOOD ZONE DESIGNAliON AND/OR FLOOD ZONE LRJES (IF ANY) SHOWN HEliEON HAVE BEEN SCALED FROM 1HE PLANNING DEPARTMENT ~v = co~RED AREA 4Hw = ovERITEw WTRE(s) s/w = SloewALK REFERENCED MAP AND D = DEtD aR = 4FFlgAL RECORDS to = ~ BaR ARE APPRO1pMAlE THE 1RUE FL000 ZONE LINES MUST BE DETERMINED BY AN ENgNEER. CITY OF CLEARWATF.R oar • DEPARTMENT of 1RANSPORTARON 4/s = OffSET iBM =1iDdPORARr BENa1 MARK 11. 1HIS SURVEY DOES NOT DETERMINE OR IMPLY OWNERSHIP. DRNC = oRAwAa P =PLAT Tc = TOP aF wRB 12 1HERE MAY BE AODI110NAL RESIRiC110NS, EASETJENI5 OR O1HQt MATTERS OF RECORD 1NAT ARE NOT SHOWN D/W = DRWEWAY PB =PLAT BOOK T4B = lOP OF BANK HEREON 1HAT MAY BE FOUND IN THE PUBLIC RECORDS OF 1HIS COUNTY, ' EL OR EIEV = ELEVATION PC = PANT OF CURVE TOS = TOE 4F SLOPE T3. ELEVATIONS O , ECP =EDGE OF PAV17dENT PCC = POINT OF COMPOUND CURVE 1RANS =1RANSF4RMER SH WN HEREON ARE BASED ON GTY OF CLEARWAIER B,M. ~ E B, ELEUAl10N =43.5558 N.A.VD, 68 E:OW = mCE OF WRiER PCP =PERMANENT CONTROL PgNT 1WP = TOWNSHIP ESMT =EASEMENT PG =PAGE TYP = IYPICA. FCN = F(NINII CONfRFIF NANIIURJT o¢ ~ oeovrn ve3nu _ . ®r11 IAIIIACV earl T~IDMQADIJIn QI ICIIL'V u%7 - FES FLIREO END BECKON PL PROPERtt LINE UIIL - UU1WTY wnu uvwnvru i i a iu i vi vwim "iv vvnr~ FIP = FOUND IRON PIPE PO; = POINT OF BEGINNING WO = WOOD FIR = FOUND IRON ROD POC = POINT OF COMMENCEMENT WP = WOOD FENCE FL = FLOW LINE POL = POINT ON LINE NF = WROUGHT IRON FENCE FLD = FIELD PP = POWER POLE WIT = WITNESS CER11RCAIION: I HEREBY CERTIFY,101HE BEST aF MY KNOW'LEDGE AND BELIEF JOB NUMBER: 060815 DATE SURVEYED: 10/31/06 THAT THE SURVEY SHOWN HEREON. SU13SfAN11All.Y MEETS THE MINIMUM TECHNICAL DRAWING FILE: 060815.DWG DATE DRAWN: 11 3 06 FND = FOUND PRC = POINT OF REVERSE CURVATURE WRF = WIRE FENCE FOP = FOUND OPEN PIPE PRM = PERMANENT RDFAQRCE MONUMENT WV = WATER VALVE STANDARDS FOR LAID SURbNO'pf~CRIDED'.. jHE;STAIE`~OF RORIDA RULE 61617, FPC ¦ FLORIDA POWER CORP. FAC FURTHERMORE, Tfm 11 1 SaA~ IQT El wl TO ANY OTHER PERSONS LAST REVISION: N/A X REFERENCE: 030088 OR PARTIES OTHER V lR((~t?ATRED, ON,TW$~.SUA&, AND SHALL NOT BE rrr ABBREVIATIONS MAY ALSO BE CONCATENATED AS REQUIRED. VAIJD AND BINDING AANST: Q tNLD?SURVEYOR;,WITHOUT IHE ORIGINAL GEORGE A. SEW II m OTHER COMMONLY RECOGNIZED AND/OR ACCEPTED ABBREVIATIONS ARE ALSO UTIUZED BUT NOT SPEpFlED HEREON. RASED SEAL AND' of c~s~ suRUEroR ARD MAPPER AND ASSOCIATES, INCORPORATED ° Z LAND SURVEYORS LAND PLANNERS SO/ ANN gODLff",, Sbfflx D ro GEORGE A. SH P lif*,. ORIG ERR LAND"-SURVEYOR No. 2512 F" 8d1Q9O1, BMW UAW DWAYNE A RUTH, PROF S Oh~AI, .m, VEYAR`&` MAPPER Na 5635 LB 1834 MOW (PS A. 54St Fdr (P..ZyJ y96-a,ff