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FLS2006-06039
w Planning Department CASE #: arwater C/earwaterM Florida 33756 RECEIVED (staff initials): > DATE RECEIVED: Telephone: 727-562-4567 ORIGINAL Fax: 727-5624865 RECEIVED SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION JUL 03 2006 SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and PLANNING DEPARTMENT application are required to be collated, stapled, and folded into sets CITY OF CLEARWATER SUBMIT APPLICATION FEE $ _ rl5. 00 * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 03128/2006) F ` ?,.dp, dui -z6 015-1, PLEASE TYPE OR PRINT- c.? A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: PIERRE COURNOYER MAILING ADDRESS: 1476 CLEVELAND STREET, C_ LEARWATER FL 33755 PHONE NUMBER: 727-449-9876 FAX NUMBER: 727-441-3687 PROPERTY OWNER(S): PIERRE & LOUISE COURNOYER List ALL owners on the deed AGENT NAME: KENNETH H. ROUSH, RE MAILING ADDRESS: 521 CHESTNUT, CLEAR_W_ ATER, FL 33756 PHONE NUMBER: 727-466-6772 FAX NUMBER: 727-466-6882 CELL NUMBER: 727-463-1436 E-MAIL ADDRESS: kencrete Q@aOl.-cor t B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A} PROJECT NAME: CLEVELAND STREET TOWNHOMES PROJECT VALUATION: $ 850K STREET ADDRESS 1482 & 1486 Cleveland Street _ PARCEL NUMBER(S): 14/29/15/38736/003/0410_ & 0430 PARCEL SIZE (acres): 0.3 PARCEL SIZE (square feet): 1,3001 / LOTS 41, 42, 43, & 44, BLOCK C, HIGHLAND GROVE, ACCORDING TO MAP OR PLAT LEGAL DESCRIPTION: THEREOF AS RECORDED IN PLAT BOOK 6, PAGE 75, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. PROPOSED USE(S): 4 ATTACHED UNITS DESCRIPTION OF REQUEST: REQUEST SITE PLAN APPROVAL, INCLUDING DRAINAGE, UTILITIES_ Specifically identify the request AND LANDSCAPING FOR FOUR TOWNHOME UNIT DEVELOPMENT (include number of units or square - - footage of non-residential use and all _ requested code deviations; e.g. reduction in required number of - C:1Personah20 0610 613-1482-1486 Cleveland Street-PierreMJune08-CITY-1ST\Flexible Standard Development (FLS) 2006.doc Page I of 7 11\ M DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO _X (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) X 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) X 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. THE EXTERIOR OF THIS NEW TOWNHOME PROJECT WILL HAVE AN AESTHETIC DESIGN. IT WILL HAVE THE SAME SCALE OR CHARACTER AS THE RESIDENCE TO THE WEST. 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. THIS NEW TOWNHOME PROJECT WILL ENHANCE THE VALUE OF THE ADJACENT PROPERTIES, AND SHOULD ENCOURAGE THE IMPROVEMENT AND BETTERMENT OF THE EXISTING RESIDENCES. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. THERE WILL BE NO ADVERSE EFFECT ON HEALTH OR SAFETY FROM THIS NEW PROJECT TO THE PERSONS RESIDING IN THIS NEIGHBORHOOD. 4. The proposed development is designed to minimize traffic congestion. THIS PROJECT WILL PROVIDE ONE WAY ENTRANCE AND ONE WAY EXIT THAT WILL PREVENT ANY TRAFFIC CONGESTION. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. THIS PROJECT IS LOCATED ON CLEVELAND STREET BEING A MAYOR ACCESS TO THE DOWNTOWN, THE BLOCK USE IS RESIDENTIAL AND IT WILL BE HIGHLY IMPROVED WITH THIS DEVELOPMENT. IT WILL BE CONSISTENT WITH THE COMMUNITY CHARACTER OF THE IMMEDIATE VICINITY TO THE WEST. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. THE CONSTRUCTION OF THIS NEW TOWNHOME PROJECT PRODUCES NO ADVERSE VISUAL, ACOUSTIC OR OLFACTORY EFFECTS ON ADJACENT PROPERTIES. WRITTEN SUBMITTAL REQUIREMENTS: (Flexibility Criteria) X 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: "MDR" Flexibility Criteria: Attached Dwellings 1.a.b. HEIGHT INCREASE IS NOT REQUESTED. 2. THE PARCEL IS NOT CONTIGUOUS TO A LOW DENSITY RESIDENTIAL PARCEL. 3.OFF-STREET PARKING WILL BE ON PAVED DRIVEWAYS OR IN GARAGES AND WILL BE SCREENED FROM ADJACENT PARCELS WITH LANDSCAPE. CVersona1'2D06A0613-1482-1488 Cleveland Sheet-Pierte130June06-CITY-1SnFlexible Standard Development (FLS) 2006.doc Page 2 of'7 -c ?" m n C C7 O , ;,??- '} NCB o rm p r s --i •10 N E. STORMWATER PLANS Manual and 4-202.A.21) (City of Drainage Design Criteria X A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ? If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ? At a minimum, the STORMWATER PLAN shall include the following; ? X Existing topography extending 50 feet beyond all property lines; ? X Proposed grading including finished floor elevations of all structures; ? X All adjacent streets and municipal storm systems; ? X Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? X 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; ? X Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? X COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ? ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): X _ 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) ? X SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; ? X 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; ? X TREE INVENTORY; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees;. ? X LOCATION MAP OF THE PROPERTY; ? NIA 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; ? X GRADING PLAN, as applicable; ? X PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; r Oierre130Juneor CITY-is-nRe),iWe Standard Development (FLS) 2006.doc Page 3 of 7 • G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) O SITE PLAN with the following information (not to exceed 24" x 36"): X Index sheet referencing individual sheets included in package; X North arrow; X Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; X All dimensions; X Footprint and size of all EXISTING buildings and structures; X Footprint and size of all PROPOSED buildings and structures; X All required setbacks; X All existing and proposed points of access; X All required sight triangles; N/ Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including A_ description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; X _ Location of all street rights-of-way within and adjacent to the site; X Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; X All parking spaces, driveways, loading areas and vehicular use areas; X Depiction by shading or crosshatching of all required parking lot interior landscaped areas; X 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); X Location of all landscape material; X Location of all onsde and offsite storm-water management facilities; X Location of all outdoor lighting fixtures; and x Location of all existing and proposed sidewalks. 13 SITE DATA TABLE for existing, required, and proposed development, in writtenftabular form: EXISTING REQUIRED PROPOSED X Land area in square feet and acres; 13,001/0.3 10,000/ 0.23 ? 13,001/0.3 _X_ Number of EXISTING dwelling units; 2 MAX 4.5 N/A X Number of PROPOSED dwelling units; N/A MAX 4.5 4 X Gross floor area devoted to each use; 2,131 S.F. MAX 6,500S. F. 6,500S.F. X Parking spaces: total number, presented in tabular form with the 2 4 4 number of required spaces; X Total paved area, including all paved parking spaces & driveways, 359S.F.10.03 4 698S.F./0.36 expressed in square feet & percentage of the paved vehicular area; , Official records book and page numbers of all existing utility easement; " _X Building and structure heights; 15' 30'-40' X Impermeable surface ratio (I.S.R.); and 0.31 MAX 0.75 0.61 X Floor area ratio (F.A.R.) for all nonresidential uses. N/A N/A N/A 13 X REDUCED COLOR SITE PLAN to scale (8 Y2 X 11); L3 FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: NIA One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms-, Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; C:%PersonaK2006VW3-1482-1486 Cleveland Street-Piene%30JuneO6-CITY-1ST%Flexible Standard Development (FLS) 2006.doc Page 4 of 7 M • H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ? LANDSCAPE PLAN with the following information (not to exceed 24" x 36°): X All existing and proposed structures; X Names of abutting streets; X Drainage and retention areas including swales, side slopes and bottom elevations; X. Delineation and dimensions of all required perimeter landscape buffers; X Sight visibility triangles; X Delineation and dimensions of all parking areas including landscaping islands and curbing; X Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); X Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; X 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; X Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; X Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; NIA Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); X Irrigation notes. ? X REDUCED COLOR LANDSCAPE PLAN to scale (8 % X 11); ? NIA COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) ? BUILDING ELEVATION DRAWINGS -with the following information; X All sides of all buildings; X Dimensioned; XA Colors (provide one full sized set of colored elevations); X Materials; X Sight visibility triangles; ? X REDUCED BUILDING ELEVATIONS - same as above to scale on 8 % X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) N/A ? All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. ? All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8 % X 11) (color), if submitting Comprehensive Sign Program application. C:%Personal\2008106131482-1486 Cleveland Street-Pierte130June06-CITY-1SRFlexible Standard Development (FLS) 2006.doe Page 5 of 7 ti K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: N/A ¦ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. ¦ Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a °Scoping MeetiW 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. 13 Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. X Traffic Impact Study is not required- CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe 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. 0 Acknowledgement of fire flow cak:ulations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. X Fire Flow CalculationsAfVater Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge an uthorize City representativ to visit and photogr' p e property described i th' appl' ation. of property owner or representative S STATE OF FLORIDA, COUNTY OF PINEL t Sworn to an subscribed before me this day of A.D. 2 to me and/or by J . v , wh i"ersonally known has as Notary public. My commission q),11 '` JAMES UERMANN? C:Pemcnan2006M3-14824486 Cieveland SVeet-Pierre=uneos-crrr-lSTVR6)ai? P ES: Sew OD 477287 Page 6 of 7 H;td.d rhiu Notary Pud 6I und29erwrttog M ti N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: PIERRE & LOUISS.-OURNOYER 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 1482 & 1486 Cleveland Street, Clearwater FL 33655 3. That this property constitutes the property for which a request for a: (describe request) REQUEST SITE PLAN APPROVAL, INCLUDING DRAINAGE, UTILITIES AND LANDSCAPING FOR FOUR TOWNHOME UNIT DEVELOPMENT. 4. That the undersigned (has/have) appointed and (does/do) appoint: KENNETH H. ROUSH, P.E. as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 1 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 16. That site visits to the property are necessary by City representatives in order to process this representatives to visit and photograph the property described in this application; 7. That (1/we), the undersigned authority, hereby certify that the foregoing is true and co . PIERRE COURNOYER Property Owner - - - Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS and the 9Wer authorizes City Owner Property Owner Before me the undersigned, an officer duly commissioned b the laws of NthStat?e o f Florida, on this day of personally appeared ???Yi? who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. pwnnouoowa nwn• a•. uunn a.? BARBARA GRATT r opy P 1. Canms 000387791 E*m 41 van ' o"?aA e4' O? Batdsd FlOride tlau Notary tlOOk3= Asm.•, 4254 Inc ? Notary P lic Signature omo? ' i ...........................................i Notary Seal/Stamp My Commission Expires: 0?4W C:\PersonaP20=06131482-1486 Cleveland Street-Pienet30June06-CITY-1SRFlepble Standard Development (FLS) 2006.doc Page 7 of7 F; M CITY O'' ' % F CLEAR WATER APPLICATION FOR PLAT APPROVAL PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2nd FLOOR PHONE (727)-5624567 FAX (727) 562-4865 PROPERTY OWNER'S NAME PIERRE COURNOYER ADDRESS 1476 CLEVELAND STREET. CLEARWATER FL 33755 PHONE NUMBER 727-449-9876 FAX NUMBER : 727-441-3687 APPLICANT'S NAME PIERRE COURNOYER ADDRESS 1476 CLEVELAND STREET. CLEARWATER FL 33755 PHONE NUMBER 727449-9876 FAX NUMBER :727-441-3687 AGENT NAME KENNETH H. ROUSH, P.E. ADDRESS 521 CHESTNUT STREET. CLARWATER STREET. FL 33756 PHONE NUMBER 727-466-677 FAX NUMBER :727466-6882 I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge. b , who is personally known to ignature of owner or representative Fourteen (14) copies of the preliminary plat must be expires: L kPAFSOFAM ?d fi2 SBAtA,.N,'??0 The preliminary plat shall be prepared by a surveyor, architect, landsc not smaller than 1: 100 and shall not exceed 24" X 36" and include the \?ORTH ARROW, SCALE AND DATE; TITLE UNDER WHICH THE PROPOSED PLAT IS TO BE RECORDED; NAME, ADDRESS AND TELEPHONE NUMBER OF THE PERSON PREPARING THE PLAT; IDENTIFICATION CLEARLY STATING THAT THE DRAWING IS A PRELIMINARY PLAT; '-LEGAL DESCRIPTION OF THE PROPERTY WITH U.S. SURVEY SECTION, TOWNSHIP AND RANGE LINES; EXIST-MG- -ND-PROPOSEDRIGHTS-OF-WAYAND-EASEMENTS; SE fiTQA ASS NAMES, APPROPRIATELY POSITIONED, OF ADJOINING PLATS; ",DIMENSIONS AND AREA OF THE FOLLOWING: THE OVERALL PLAT AND EACH LOT **STREETS RIGHTS-OF-WAY, INCLUDING RADII OF CUL-DE-SACS; COMMON OPEN SPACE OR OTHER LAND TO BE DEDICATED FOR A PUBLIC PURPOSE IF ANY. STATE OF FLORIDA, COUNTY OF PINELLAS Swop to and subscribed before me this. day of LA.D., _ to me and/or (o me or has produced t"COXz 04- as identification. Public drawn to a scale ORIGINAL RECEIVED JUL. 03 2006 PLANNING DEPARTMENT CITY OF CLEARVIXE€t Page 1 PL-TrLD 0 VM0 0 Clearwater U Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled and folded into sets JUL 14 2006 PLANNING DEPARTMENT CITY OF CLEARWATFQ * 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: Cournoyer Construction MAILING ADDRESS: 1476 Cleveland Street, Clearwater 337xx PHONE NUMBER: 727-449-9876 CELL NUMBER: PROPERTY OWNER(S): PIERRE & LO_UISE COURNO_YER List ALL owners on the deed AGENT NAME: Kenneth H. Roush, P.E. MAILING ADDRESS: 5'521 Chestnut Street PHONE NUMBER: 727-466-6772 FAX NUMBER: CELL NUMBER: 727-463-1436 E-MAIL ADDRESS: 727-441-3687 727-466-6882 kencrete@aol.com 1. ARCHITECTURAL THEME: a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or developed on the parcel proposed for the development. The theme of the front landscape centers around the two remaining live oak trees. They dominate the front of the property and will provide excellent shading of the building. The interior landscaping has been designed accordingly so as to not detract from the existing live oak trees, nor screen the architectural features of the new building. The shrubs have been designed to step up to the outside of the perimeter, to give the buffers a sense of scale without detracting from or drawing attention away from the appearance of the building. The sides of the building and the rear buffer are landscaped in a minimal way to allow residents to use the areas and to provide some yard space in back. 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. CASE NUMBER: RECEIVED BY (Staff Initials): DATE RECEIVED: ORIGINAL RECEIVED C:IDocuments and SettingsWdministratorlDesktoptComprehensiveLandscapeProgram2006.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. No pole-mounted outdoor lighting is proposed for this residential development. Porch lights will be provided for each unit. 0RIG! RECEIVED 47n06 3. COMMUNITY CHARACTER: PLANNING DEPARTMENT CITY OF CLEARWATER The landscape treatment proposed in the Comprehensive Landscape Program will enhance the community character of the City of Clearwa er. The beauty of the proposed landscape will add to the existing landscaping directly west. This is the owner's home. Their property plus this redevelopment will serve as an oasis of upgrade. The surrounding properties will appear even more neglected when compared to this landscape treatment. 4. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for development. The proposed landscape of this redevelopment will provide a benefit and an increase in the value of the adjacent properties without those property owners having to do a thing. Just by being in the immediate vicinity of this more valuable property, their value will increase. Perhaps the city should ask the property owners in the immediate vicinity to chip in to the cost of the landscaping. 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 project is located within the East Gateway District of the New Land use Plan/Redevelopment plan 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 this application re true and accurate to the best of my knowledge arA authorize City representatives to visit and photogrifph a property described in thi540plIcation. of property owner or STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this k ?:, day of C a A.D. 20 0 to to me and/or by e v.? ?_ 4 ?. f1 gJ0,%k , who is personally known has produced oc.?etc ??ewv as identification. '-?- Notary public, My commission expires: C:IDocuments and • SM 41 flllMl Page 2 of 2 Oa=Wm 0 00 SOM KEN BURKE. CLERK OF COURT NNELLAS COUNTY FLORIDA ),t e?islsSek?m INST# 20053231$1 08/18/20(15 at 10:19 AM ?IOi TIde Agmeias of Amo itk ft OFF REC $K: 14632 PG: 2539-2539 20 bpEuRocim RoadNaos, BeRew 8 uft Fkl? VM DocType.DEED RECORDING. $10.00 a9II3 Na: 24/ZW1W9736/f W M430 0 DOC STAMP: $387.80 Quit Claim Deed Made thk July 29, 2005 A D bY, &ieoar Dev4bP1*K IM a 1?v"W CarPorat'n ber4ko =JW the gt AMWo to conwyer, a married mm wbo?e poet o5 a ad&m Ir t 4')%e Glt!u 1,10tIl k 5r+r-4 ? .Rod the (t.?atksotrl'c. 33? £ (SNmn..ar ease been *8, lane raw WA "t-" Wftb 10 168 W" to mis tes4?ax =d d¦ halts. 190 n?peeeefadva ad aoiew ot'tsdl.+de? ?d tl?afneoereoe? sne asl?nc at wrpaaa®? 1 ; ?i*cttsasaesb, mac de ? to +axl iw.v,*idsrsj;wof&c s=afs err uaa 1tC/100 DouAxs 106,W) mid edxs - - conalderadoaa. teceiptwLeeeof is bm*y vbwlalvd, does bsebp release, snd quilt ciaaa a= the ghee lbsever - olab++ ? dernm?d adsirb ma slid ?s0or bu id eod to, AG tL3t txr7si3! ?d Co?ngf, F&Nod% Vic It n end M, Mt * C, MMAM OWVBS, Per p> ylte?ee?, teoexied ?t P3at J?oet 6y Page ?5, a flho PlfiFia mmob wrr atlaf n,?, rids ')i?pget?makh c!1 the bearmeats,lcaedlM??+ ? ? ?° belWtYmB or is t? To $sve and to goK dt seine sow WE aii rod SSnlar ft rata ba OR06 oc iO ar7019 appetsainia?, and all die assts. ? d0a, huQeat, Its t? std dies wha?aa??et' a[mt slid ?ntar, e??lgr itf lavr ar ?fq, bo tho Q' proper tea. boncfit and behoof of tAe smid geentx fieavar Is WAn *m WhM4 me AM cantor ices tiVed aad:shed these pt01113 the dtty sail year 5tst above ?vrilten. SkMC4 xaust mxl call t iR o.P prearncs: _ti 113 s P eye S+., ?a ??E ?L 3 3' 7SG WAeaa I . ? ,? ,tae++aa , S ctkc.? ? cv? w '- Von= Aft Ad&= 9mbaefP'1aiEf? ?. ?' 'S1as.foca8Atn8 izaammrmt+rea aetme?todg?d bsbxe na this 24fs dq, oEJ*sts: 2005. by. Briaa ? *Madly kaaa? AD. ,ee vr1?x+ h:t pendtmed drivers se i8mif$csitau. ?? -^ ??t a ¦„RBO*VA GpX • T ' ?a F10tNa?`?w?t Ce*CllMDMd d i•n••+u.•...a+N?' ctamrCbefee RECEIVEC JUL 14 2006 `7 Y6 C.! c V-,PPLANNING DE. aT CITY OF CLEARwr-k? crt ??yy _ KEN BURKE, CLERK OF COURT e f 7-q a IU I PINELLAS COUNTY FLORIDA INST4 2005322808 0811612005 at 08:53 AM REC BK.' PG: AIWDOlutft ASWO etl;A"kk Im I OFF DocTypeDFED 94532 RECORDING. 514$10 205 lrkd= Stacim Road Ntud; Belleau Muffs, FW* 3317 0 0 DOC .00 D DOC STAMP: $367.56 i'arot.9 n) No:1429-15-3373M3M4410 Qnft CWM Deed ,? Mach fftis A?iy Z9, 2005 ?.bY 8tleoer Derdopmwt, Isa., ? Plorieisr Corponrtttm 6etsimftas dx mss'. to v ? t?* t+ Coaraayrs. st asairricel man shone poee?t t>ffiCe add?a b: X4'1 la C t.? v?..1G?R +'? ?3'?'r.? t ' clacd dsa$mm" Glttctwcrit r1V-L- 33?f3? ' " L?vueae*er wed 3aei. ffm *#mW ad "vwwe" wage an am- tt , to ft ias4 "l sad lk Wm igml es.prgeDa?lrae ad ?e a!!edlrl?e6, roddtssauassetiadast?s ofamporataus) Wttalsadlla, tbm the gaor, ? amtt fo oootldeatfao a[ti?• sum of s 1>? AND rratoo Daunxs (?? O oo) and erhar rsT?le co?d?aioua, reod? crhav0f it beteby sdmo?rkdged, does)taaGy 2'e30ise,.trles? and gait clsslm aem the grammes fbre?a, - - - ?? a '? eUth+tyed eeeeend atasiatr die wlid sr?kx Ms ia?td m, dt 8aa oarada Imtd 6lhoeets lb Pinellas- Co?Y. Lot 41 sad BkBt C, 1idLt1? CiR?C7V89r ae papLte rto4 MWded in Plug** 6, Page 75, of dtn PuWk RscurdS of Pirmums Coomm Flarlda Tev&trr wffi an*, tam mmm, kwedkom" and ammm" flimen+ b?dang?eg eir ? arya6?e To Hot to SOK to soma tsc&w WA all told sievi r dte appamoeI tam" belcm&g or in aty*iae mod All ft ataoo, KAK W4, oxte>4 lien. agairy ad aWm %4uneeoer of dm sdd F mr . aMw is iaw or Op ft, m die a* Props me. bmo& and baboef of ft raid graueee fbrem b Witneae Vf"iw *A db said gram Ina signed ®d staiad thdas dw day and Yw first 00vo writbea ag=d soured and AtIh rad in owpf8v mwg: .rr? F / l 3 s i ?f s+>ooa 'ae. 1?1 S.? ?S6 PAc AdftW er CI24.? w<< ?e wawew G t.<. 3 Ad,Yaeec lhmc trtosan A I nY i-?= SC, Plated ?• ' .x.;.11; -staftc(FkdU ???.ws ? ? ? a9th da. nf?b. 2043. b9 Flabtaty. ,.Lt? is kttoera m ? er ,rte Hes Pe?10°d det.ere lift= as lde = 14- la*Cft%vmd camwCael" y -z- ITT com"s Dooa!M A~- UM 3 a""""f ?""NNf..?.?..N?? VI\IV..• RECEIVED JUL 14 2006 PLANNING DEPARTMENT CITY OF CLEARWATER r e.. r.- -- tGl root 04Z i-LAHERTY n,. ,.. , 11-1 1 NQ?s I ACI , a _ Prepared 8y and RZ:TORN to: C44G A ff" Robert W. Wilson. 5squim CK NIT Wilson, Ford & Lovelace. P.A. Q !? 401 South Lincoln Avenue . DS 0 2?OC.l _ o s Clearwater. FL 33756 --- lur PEES - _ FILE 927,210-W _ MTF _ THIS INDEN TURE, who and seem, the wm'PaW xh,ll iedude the h6m zurewuetiw, a.aewt, "or e„t0M of the -0-t re P .home the ux of the li.p n. nuMree ,hell -Wde 1.11 1, - the oh,rsl the.m'I- the u,e ofam send..,hut llkw. ,if 9aM . and, ifuaed,;heah.11iMludenn t more, U.an wed he np,n herein desQihed if PAGE 08 CI1RftY, lUIDA 50156579 01-18-2001 12:5'.,:46 51 LIED-WILSfA'! RMT,O 0000000(160 14; BK: 3K. 9 REM1% 001 PAGE 1 DOC STOW - .19 3 $23 TOTAL; $2, BY S 72TY C?1C 01-CISS02' JRN-18-2001 12:32?ry PINELLP8 GO SK 11183 PC 250 111KI fSI MMINNIN Made this 17th day of January A. D, 2001 13etween ROBERT W. WILSON, Trustee of the ROBERT W. WILSON AND NAN I. WILSON REVOCABLE LIVING TRUST AGREEMENT dated March 2, 1993, whose mailing address is: P.O. Box 403, Crystal River, Florida 34423 party of the first part, and BRICOUR DEVELOPMENT, INC., a Florida corporation, whose mailing address is: 1 135 Pierce Street, Clearwater, Florida 33755 party of the second part, Witnesseth, that the said party of the first part, for and in consideration of the sum of Ten Dot lars and other good and valuable considerations, to it in hand paid by the said party of the second part, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said party of-the second part forever, the following described land, situate lying and being in the County of Pinellas, State of Florida, to wit: Lots 41, 42, 43 and 44, Block C, HIGHLAND GROVE and Lots 7, 8, 9. 10, 11, 12, 13, 14, 35, 36, 37, 38, 39, 40,41 and 42, Block D, HIGHLAND GROVE, according to the map or plat thereof as recorded in Plat Book 6, Page 75, Public Records of Pinellas County, Florida, Propperry Appraiser's Folio Identification Nos.: 14/29/15/38736/004/0110, 14/29/15/38736!003/0410, 1 4/29/1 5/3 8 736i004i0070 14,29/15/38736/004/0090, 14/29/15/38736/004/0130, 14/29/15/38736/003/0430„ t4t?9fL5!"8'32/0::4;0370, l4 29.'1" 38736;004/0390, !•4 29,'15!38?3fitOQ4/J4!0 SUBJECT to easements and restrictions THIS IS NOT THE HOMESTEAD PROPERTY Of THE GRANTORS And, the said party of the first part does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. And, the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land: that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims ofall persons whomsoever; and thatsaid land is free ofall encumbrances, except taxes accruing subsequent to December3 1,2000 and easements and restrictions of record. In Witness Whereof, the said party of the first part has caused these presents to be signed in its name and attested by its general partners, the day and year above written. Signed, Sealed and Delivered in Our Presence: A. DALL STATE OF FLORIDA COUNTY OF PINELLAS 08FjR1 W. WILSON, Trustee under the ROBERT W. WILSON AND NAN 1, WILSON REVOCABLE LIVING TRUST AGREEMENT dated 3/2/93 The foregoing instrument was acknowledged before Inc thi3 \?? day of 2001 by ROBERT W. WILSON, Trustee, who is personally known to me or has produced ri es's Liceri e r other picture 1.0. as identification, )0 A. DaA nrlco+ At"* C05241 FSm$ Public e` February ZZ,2004 J .. DALL, Notary My Commissions aa+atonw.rov. w ww, ORIGINAL RECEIVED UL 14 2006 SING D&, ;ENT OF CLEAR` .- TER ?Y ' E & L SUPPORT SERVICES, INC. 521 Chestnut Street Clearwater FL 33756 Phone 727/466-6772 Fax 727/466-6882 email kencrete@aol.com ' FL Certificate of Authorization Number 7983 ' DRAINAGE REPORT ' For CLEWLA" STREET TOWNHOMES ' 1482 & 1486 Cleveland Street Clearwater, Florida 33755 June 30, 2006 ' ORIGINAL RECEIVED ' JUL 03 2006 PLANNING DEPARTMENT ' CITY OF CLEARWATER ' PREPARED BY: E & L SUPPORT SERVICES, INC. 521 Chestnut Street, Clearwater FL 33756 ' FL Cer66ea of Authorization Number,7983 ' BY: ; . we?44 1141", Kenneth FL License,No. 3366 9 .l„ Unpublished Work @ 2006 E & L SUPP0*tx.:kW'l{Cq§,PC. *LL 11GIITS RESERVED 1!)# IE" CLEVELAND STREET TOWNHOMES DRAINAGE REPORT TABLE OF CONTENTS Project Narrative 1 ERP Application Section A 2 ERP Application Section C 8 ERP Application Section H 10 Letter of Authorization 11 Location Map 12 Aerial Photograph 13 FEMA Flood Map 14 USDA Soil Survey Map 15 Soil Profile (Subsurface Investigation) 16 Calculation Summary 20 Stage Storage Chart 21 Pond Cross Section 22 Maintenance & Operation Letter 23 Proof of Ownership 24 Reduced Site Plan 25 ORIGINAL RECEIVED JUL 03 2006 PLANNING DEPARTMENT CITY OF CLEARWATER CLEVELAND STREET TOWNHOMES ' STOP,MWATER NARRATIVE ' JUNE 2006 This proposed site/civil activity is based on the demolition of 2 existing residences and ' the construction of 4 attached townhomes at the 1482 and 1486 Cleveland Street site. Existing storm water runoff flows generally to the west and south to the curb line of ' Cleveland Street. It is proposed to remove the existing improvements and construct new attached ' dwellings, plus asphalt paving to accommodate driveways and parking for 5 cars. The proposed stormwater retention pond at the southerly portion of the new development ' is designed to be in compliance with the current development standards of SWFWMD and the City of Clearwater. SWFWMD requires that the first 1/2 inch of runoff be retained for water quality purposes. This volume will be stored below the overflow elevation. Recovery of the pond after a storm event will be achieved by percolation within the required recovery period because the depth to groundwater is approximately 3.4 feet below the pond bottom, and as such no mounding is anticipated. ' Overflow of the pond volume is controlled at elevation 71.7 by a horizontal opening in ' the straight curb, 1 foot wide, which will allow the stormwater to discharge to the curb line of Cleveland Street. ' A baffle will be installed across the overflow opening in the straight curb. The baffle will control the release of oils and other objectionable materials from the pond. ' ORIGINAL RECEIVED 1 JUL 03 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ' FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION/ WATER MANAGEMENT DISTRICTS/ U.S. ARMY CORPS OF ENGINEERS JOINT APPLICATION FOR ENVIRONMENTAL RESOURCE PERMIT/ AUTHORIZATION TO USE STATE OWNED SUBMERGED LANDS/ FEDERAL DREDGE AND FILL PERMIT ORIGINAL REGF'v;:n 03 2w OtTY Cat GLEAk 2 0 a ?aFST p ENVIRONMENTAL RESOURCE ? PERMIT APPLICATION I SOUTHWEST FLORIDA WATER >, o v MANAGEMENT DISTRICT 2379 BROAD STREET BROOKSVILLE, FL 34609-6899 (904) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 FOR AGENCY USE ONLY ACOE Application # DEPM/MD Application # Date Received Date Received Proposed Project Latitude N N O Fee Received $ Proposed Project Longitude -N -N O Fee Receipt # SECTION A PART 1: Are any of the activities described in this application proposed to occur in, on, or over wetlands or other surface waters? _yes X no Is this application being filed by or on behalf of an entity eligible for a fee reduction?_ yes X no PART 2: A. Type of Environmental Resource Permit Requested (check at least one) Noticed General - include information requested in Section B. _ Standard General (single family dwelling)4nclude infommation requested in Sections C and D. _ Standard General (all other projects) - include information requested in Sections C and E. X Standard General (minor systems) - include information requested in Sections C and H. _ Standard General (borrow pits) - include information requested in Sections C and I. _ Individual (single family dwelling) - include information requested in Sections C and D. _ Individual (all other projects) - include information requested in Sections C and E. _ Individual (borrow pits) - include information requested in Sections C and I. _ Conceptual - include information requested in Sections C and E. _ Mitigation Bank (construction) - include information requested in Section C and F. (If the proposed mitigation bank involves the construction of a surface water management system requiring another permit listed above, check the appropriate box and submit the information requested by the applicable section.) _ Mitigation Bank (conceptual) - include information requested in Section C and F. B. Type of activity for which you are applying (check at least one) X Construction or operation of a new system, including dredging or filling in, on or over wetlands and other surface waters. (if reapplying for an expired, denied or withdrawn permit/ application, please provide previous permit _ Alteration or operation of an existing system which was not previously permitted by SWFWMD or DEP. _ Modification of a system previously permitted by SWFWMD or DEP. Provide previous permit # and check applicable modification type. _ Alteration of a system _ Extension of permit duration _ Abandonment of a system _ Construction of additional phases of a system _ Removal of a system C. Are you requesting authorization to use State Owned Submerged Lands. _ yes X no If yes, include the information requested in Section G. D. For activities in, on or over wetlands or other surface waters, check type of federal dredge and fill permit requested: _ Individual _ Programmatic General _ General _ Nationwide X Not Applicable E. Are you claiming to qualify for an exemption? _ yes X no If yes, provide rule number if known ORIGINAL RECEIVED JUL 03 2006 PLANNING DEPARTM ENT CITY OF CLEARWATE 3 I. w • PART 3: A. OWNER(S) OF LAND B. APPLICANT (IF OTHER THAN OWNER) NAME NAME Pierre Cournoyer COMPANY AND TITLE COMPANY AND TITLE Cournoyer Construction, Inc. Owner ADDRESS ADDRESS 1476 Cleveland Street CITY, STATE, ZIP CITY, STATE, ZIP Clearwater, Florida 33756 TELEPHONE (727) 449-9876 TELEPHONE ( } FAX (727) 441-3687 FAX ( ) C. AGENT AUTHORIZED TO SECURE PERMIT (IF AN D. CONSULTANT (IF DIFFERENT FROM AGENT IS USED) AGENT) NAME NAME Kenneth H. Roush, P.E. COMPANY AND TITLE COMPANY AND TITLE E & L SUPPORT SERVICES, INC. Agent ADDRESS ADDRESS 521 Chestnut Street CITY, STATE, ZIP CITY, STATE, ZIP Clearwater, Florida 33756 TELEPHONE ( 727 466-6772 TELEPHONE ( ) FAX ( 727) 466-6882 FAX ( ) PART 4: PROJECT INFORMATION A. Name of project, including phase if applicable: Cleveland Street Townhomes ORIGINAL B. Is this application for part of a multi-phase project? _ yes X no RECEIVED C. Total applicant-owned area contiguous to the project: 0.23 Acres D. Total project area for which a permit is sought: 0.23 Acres JUL f O 3 2006 E. Total impervious area for which a permit is sought: 0.18 Acres U F. Total area (metric equivalent for federally funded projects) of work in, on, or over wetlands or PLANNING other surface waters:-0-acres or square feet ( hectares or square meters) ro osed: 0 f w b t sli s G t l b T CITY F DEPI,R} j,? CLEA p _ er o ne oa p p . o a num RVVA T F? 4 M • PART 5: PROJECT LOCATION (use additional sheets, if needed) County(ies) Pinellas Section(s) 14 Township 29 S Range 15 E Land Grant name, if applicable Tax Parcel Identification Number 14129/15138736100310410 & 0430 Street address, road, or other location 1482 & 1486 Cleveland Street City, Zip Code, if applicable Clearwater, Florida 33755 PART 6: DESCRIBE IN GENERAL TERMS THE PROPOSED PROJECT, SYSTEM, OR ACTMTY. The proposed project will consist of construction of 6 new Town Home Units with associated infrastructure such as storm water detention/retention facility, utilities and landscaping. PART 7: A. If there have been any pre-application meetings for the proposed project, with regulatory staff, please list the date(s), location(s), and names of key staff and project representatives. Date(s) Location(s) Names B. Agency NIA Please identify by number any MSSW/WRM (dredge & fill)/ERP/ACOE permits or applications pending, issued or denied and any related enforcement actions at the proposed project site. Date Number/ Type Action Taken ORIGINAL RECEIVED JUL 03 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ro • w submerges lanas. Please proviae the names, aaaresses ana zip coaes of property owners whose property directly adjoins the project (excluding applicant) and/or is located within a 500 foot radius of the project boundary (for proprietary authorizations, if any). Please provide a drawing identifying each owner and adjoining property lines. (Use addi Tonal sheets, if needed). 1. N/A 2. 3. 4. 5. 6. PART 8: A. By signing this application form, I am applying, or I am applying on behalf of the owner or applicant, for the permit and/or proprietary authorizations identified above, according to the supporting data and other incidental information filed with this application. I am familiar with the information contained in this application, and represent that such information is true complete and accurate. I understand that knowingly making any false statement or representation in the application is a violation of Section 373.430, F.S. and 18 U.S.C. Section 1001. 1 understand this is an application and not a permit and work prior to approval is a violation. I understand that this application and any permit or proprietary authorization issued pursuant thereto, does not relieve me of any obligation for obtaining any other required federal, state, water management district or local permit prior to commencement of construction. I agree, or I agree on behalf of the owner or applicant, to operate and maintain the permitted system unless the permitting agency authorizes transfer of the permit to a responsible ORIGINAL RECEIVED JUL 03 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1 • w ' B. AN AGENT MAY SIGN ABOVE ONLY IF THE FOLLOWING IS COMPLETED: I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my corporation, as the agent in the processing of this application for the permit and/or proprietary authorization indicated above; and to furnish, on request, supplemental information in support of the application. In addition, I authorize the above-listed agent to bind me, or my corporation, to rform any requirement which may be necessary to procure the permit or authorization indicated above. ' Kenneh}iRoush, P.E. Agent ' i-iw Sigq ture of Owner or ' C. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING: I either own the property described in this application or I have legal authority to allow access to the property, and I consent, after receiving prior notification, to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Southwest Florida Water Management District and the U.S. Army Corps of Engineers necessary for the review and inspection of the proposed project specified in this application. I authorize these agents or personnel to enter the property as many times as may be necessary to make such review and inspection. Further, I agree to provide entry to the project site for such agents or personnel to monitor authorized work if a permit is granted. D. I certify that the engineering features of this surface water management system have been designed by me or under my responsible charge and in my professional opinion conform with sound engineering principles and all applicable rules and specifications. I further agr at I or my engineering firm will furnish the-applicant/ permittee with a set of guideljne,w"and schedules for m9int an and operation of the surface water management system. By' r I P7 inn urn 6f'Engineer of Record • S Y?•. ?dA Cl?. lrt. ' 77U?''?., u?y ,AF0FIXSEAL! b Date IT f?. j 464-6772 Phoned Kenneth H. Roush, P.E. Name (please Wei ru r.t. No Jsstio E & L Support Services, Inc. Company Name 521 Chestnut Street Company dress Clearwater, Florida 33756 City, State, Zip ORIGINAL RECEIVED JUL 03 2006 PLANNING DEPAWWENT CITY OF CLEARVIATFR 7 0 0 ENVIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET BROOKSVILLE, FL 34609MW (904) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 SECTION C ENVIRONMENTAL RESOURCE PERMIT NOTICE OF RECEIPT OF APPLICATION This information is required in addition to that required in other sections of the application. Please submit five copies of this notice of receipt of application and all attachments. PLEASE SUBMIT ALL INFORMATION ON 81/2" BY 11 PAPER. Project Name: Cleveland Street Townhomes County: Pinellas Owner: Pierre Cournoyer Applicant: Kenneth H. Roush, Agent. Applicant Address: 524 Chestnut Street. Clearwater, Florida 33756 1. Indicate the project boundaries on a USGS quadrangle map, reduced or enlarged as necessaryto legibly show the entire project. If not shown on the quadrangle map, provide a location map that shows a north arrow, a graphic scale, Section(s), Township(s), and Range(s), and detail sufficient to allow a person unfamiliarwith the site to find it. See This Drainage Report and Plan Sheet CIA 2. Provide the names of all wetland or other surface waters that would be dredged, filled, impounded, diverted, drained or would receive discharge (either directly or indirectly), or would otherwise be impacted by the proposed activity, and specify if they are in an Outstanding Florida Water or Aquatic Preserve: None 3. Attach a depiction (plan and section views), which clearly shows the works or other facilities proposed to be constructed. The depiction must use a scale sufficient to show the location and type of work. See Plan Sheets C3.1 and C6.1 4. Briefly describe the proposed project (such as "construct a deck with boat shelter", "replace two existing culverts", "construct surface water management system to serve 150 acre residential development"): See Project Narrative in this Drainage Report. 5. Specify the acreage of wetlands or other surface waters, if any, that are proposed to be disturbed, filled, excavated, or otherwise impacted by the proposed activity: None. 6. Provide a brief statement describing any proposed mitigation for impacts to wetlands and other surface waters: N/A FOR AGENCY USE ONLY Application Name: Application Number: Office where the application can be inspected: NOTE TO NOTICE RECIPIENT: The information in this notice has been submitted by the applicant and ha RIG, n vgrified by the Southwest Florida Water Management District. It may be subject to change prior to final agency action. L RECEIVED JUL 03 2006 ' FORM 547.27/ERP(8-94)C PLANNING DEPARTMENT CITY OF CLEARWATER a ENVIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET BROOKSVILLE, FL 34609-6899 (904) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 ' SECTION H INFORMATION FOR STANDARD GENERAL ENVIRONMENTAL RESOURCE 1 PERMITS FOR MINOR SURFACE WATER SYSTEMS To obtain a Standard General Permit for a Minor Surface Water Management System, the project must meet 1 all of the requirements of Section A, Part 1 OR one of the requirements of Section A, Part 2 and both of the requirements of Section A, Part 3. Indicate which thresholds apply to your project and submit the information requested in Section B. 1 A. Project Thresholds Part 1. _X_ The total land area does not equal or exceed 10 acres; 1 _X_ The area of impervious surface will not equal or exceed two acres; Any activities to be conducted in, on or over wetlands or other surface waters will consist of less than 100 square feet of dredging or filling; X The activities will not utilize pumps for stormwater management; = X_ The activities will not utilize storm drainage facilities larger than one 24 inch diameter pipe or its hydraulic equivalent; _X_ Discharges from the site will meet State water quality standards, and the surface water 1 management system will meet the applicable technical criteria forstormwater management in the Basis of Review; X The proposed building floors will be above the 100-year flood elevations; _X_ The surface water management system can be effectively operated and maintained, and; The proposed activities will not cause significant adverse impacts to occur individually or cumulatively. Part 2. 1 _ 40D-4.051(4) - DISTRICT PERMIT RECEIVED PRIOR TO OCTOBER 1, 1984 40D-4.051(6) - NOTICED DRVPHASED PROJECT APPROVED PRIOR TO OCTOBER 1, 1984 1 _ 40D-4.0510 - NORMAL AND NECESSARY FARMING AND FORESTRY Part 3. 1 _X_ Discharges from the site will meet State water quality standards, and the surface water management system will meet the applicable technical criteria for stormwater management in the Basis of Review described in Rule 40D-4.091(1), and 1 _X_ The Surface Water Management System can be effectively operated and maintained. ORIGINAL RECEIVED JUL 03 1006 PLANNIN(4 L)=p SIT FORM 547.27/ERP(8-94)H CITY Og C:LEARW,?-,, Z 1 9 • w B. Technical and Legal Information 1. Provide a copy of the boundary survey and/or a legal description and acreage of the total land area of contiguous property owned or controlled by the applicant, including the project site. See This Drainage Report and Plan Sheet CIA 2. Provide recent aerials, legible for photo interpretation with a scale of 1" = 400' or more detailed, with total land, project area and any on-site wetlands delineated. See This Drainage Report and Plan Sheet CIA 3. Provide a detailed topographic map (with contours) of the site and adjacent hydrologically related area. The location and description of bench marks (minimum of one per major water control structure) should be included. See Plan Sheets C2.1 and C3.1 4. Describe the location, size (in acres) and type of any on-site wetlands or other surface waters. None 5. Provide the project site development plan and acreage of the total area of impervious surface. See This Drainage Report and Plan Sheets C1.1 & C3.1 6. Provide the Surface Water Management System design plans, calculations and reports signed and sealed by a Florida Registered Professional Engineer, as required by law. See This Drainage Report and Plan Sheet C3.1 7. Provide construction drawings signed and sealed by the design engineer showing the location and details of the Surface Water Management System including but not limited to any preserved wetlands, lakes, culverts, pipes, under drains, exfiltration trenches, discharge structures, pumps and related facilities such as paving, grading and erosion or sediment control measures to be employed. Plans are provided. 8. Indicate type of water quality treatment system used: _ Wet detention _ Off-line retention _ On-line retention _ Off-line exfiltration X On-line detention w/ effluent filtration _ Other (explain) 9. If a Water Use Permit has been issued for the project, state the permit number. N/A 10. Indicate how any existing wells located within the project site will be utilized or abandoned. N/A 11. Provide a letter or other current evidence of potential acceptance by the operation and maintenance entity, if the entity is to be a public body such as a city or drainage district. If the entity is a homeowners or other association, final draft documents verifying either the present or imminent existence of such an organization and its ability to accept operation and maintenance responsibility are required. Included in Drainage Report ORIGINAL RECEIVED FORM 547.27/ERP(8-94)H JUL 03 2006 PLANNING dEF?gRMT CITY OF CLEARW ENT ATER /O Page 6 of 6 ' ATTACHMENT A-LETTER OF AUTHORIZATION ' This letter will serve as authorization for Kenneth H. Roush, P.E. with E & L SUPPORT SERVICES INC. to act as an agent for LOUISE AND PIERRE COURNOYER to execute any and all documents related to securing site permits and approvals for the construction on the ' prope .es generally located in Section 14, Township 29S, Range 15E, at 1482/1486 Cleveland Str 1 within P' Has County, in the State of Florida. / ' Name of Corporation (Property Owner) Address of Corporatign - Ca 3/ Tel one Numb ?,Lel 0 lg" Officer Officer 14:L, 33?5 f State of Florida The foregoing instrument was acknowledged before me this County of Pinellas 2( day of (month), 2006 by 711641e &11110 ? as Voilev -who (name of owner) (title) is pLrso?nai leiown to me OR who has produced (circle appropriate one) as identification and wh d?did not) (type of identification) take an oath. (SEAL) Notary Public (Signature) ?........I.. L ?.?pp..pp..RW..??N??.pp.9.??1Vf/? NM//??..pp.??W NIINN.?NN.? ii V.V? o`er v f{y/?\/ p?/(}/?(y?/ /? ?:./ V ! '/ Commission # ^'u Coflnw 000?77H kl? E*W* U2 Q= ? /? SWAM *U (8 00)432,4254: ?lrhWi( 7`,t & Name of Notary typed, Printed > -V Asm-, W4 : or Stamped ORIGINAL RECEIVED JUL 03 2006 PLANNING DEPAR"GENT CITY OF CLEARWATER M 14 rr ??? ? 13 Z L,TI 3 I l ? r17 o ? ! 5 d 15 14 E3 l? iI 6 3 9 17 6- 7 I,,, 1-? 11? ( I G ? t l 7 .? -J_ 3 9 ram ,£, t u ILI i GROVE 87 '-s G ? CLUELAND NI I ?D a N, 3 4 a ti 3 L 0 Z Q J STREET ? 2a a ?' G R i? f- L -{ _{ w- !1' L J 17 I_i IS 3 4 I > Q of r ` 4 i 15 iB 17 CREST ORIGINAL N RECEIVED (SEC 14, TWP 2%, PGE 159 LAT 270 57 56" N LONG 820 46133,: W JUL 03 2006 LXGAL DESCI2 UCIN PLANNING DEPARTMENT LOTS 41, 42, 43, & 44, BLOCK C, HIGHLAND GROVE, ACCORDING TC 1,i1A 10PLPLAT •ATER N . T. S . THEREOF AS RECORDED IN PLAT BOOK 6, PAGE 75, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA- E & L SUPPORT SERVICES, INC. LOCATION MP 521 CHE5TN ST CLEA ATER FL 33756PHI717)4686M FAX(M4 M kmaete?ad.com e=t , W2 t:5 14A80 Cleveland tst. l:lew'5rrter. FL 53 Name tC'Util?N(>lTl? Tt?\`NH(?PIE?? Add KQ/IE7H H. ROUSK P.E. i373K Parcel : 14-29-ir7-387..36-CM3 -0410 to l ? l Dat@ .11we 3',?. Zlk4. Sheet NO. lt2 AL "mm" IZ PIERCE STREET F IS - (I71 ;a Ia =I, ?1 ?Fi c3 i_'4 .- • 0 ti .i !? t ?+ 1 ! t3 41aa '{.„ i # f a kavbt. .?°N N -37 % q 14" uu; O? ?aqJ STREET w. 2. t t k? T s. "e n Ai i W f. LAURA STREET -AL Z +aa ; F. z _pg JVt a ; y i ys y M ?R; J?l +? ;e s a s ;lk RECEIVED N RC 14, TWP 296, PCX 15E JUL 03 2006 1AT 'Z'[ '-)7t 56" N LONG 8`2° fib` 33" N(T PLANNING DEPARTMENT LEG•11i DUC'?2IlyI'ION CITY OF CLEARWATER LOTS 41, THEREOF AS ?RE43, & CO DED iIN BLOCK C. HIGHLAND PLAT BOOK 6.P GE GROVE, 75, OF ACCORDING PUBLIC RECORDS OF T N.T. S. PINELLAS COUNTY, FLORIDA. E 8 L SUPPORT SERVICES, INC. I AEV?, PHOTOGPAPK 571 CHEStNUT Si CLEIIRWA7ER FL 33756 PH (777)466fi7/7 FAXi777746BW87 l email: k-cmt.@ad,com 1 k 2 is Wto (levelmid ,1t. klewmitter. Fl, .5r-ll' Name: t ('t>i??N()1T?12 T?)\CNflc:?PiFI>11 Zdod iect 0.LMP7i KENIAM H. ROUSK PE. $333" Parcel Date ?tme -k ???. B 13 ?P ZONE >,• 46' 52.5'1 X rs 15 10 X 17 ??. N MRG 20 (Q 15 ZONE X X A . APPROXIMATE SCALE 0 NAMPA! FLOC IN30RAKE PR09RAM ROOD INSURANCE RATE MAP PINELLAS COUNTY, FLORIDA AND INCORPORATED AREAS PANEL 109 OF 321 (BEE MAP INDEX POR PANELS NOT MINTED) COMIAM NUM30 PANR CUMM FICTY Or •lale Mi M Lvwm TY Of tamp M M Po" cow", =I* ou M NAM 0 ?; TI* MAP D*W -` to I-I wMri /?Mw .1lYt ft CC Y?UNY NUMM 0.- ? N aM a Iwnid aR1eI11M1? IYr do d(M MAP NUMBER 12103C0108N MAP REVISED= Il MAY 1T, 2006 Fedetat Emewncy Manspinent Amcy r nra 1a an orrICIa) copy or a portion or the above rararanced flood map. It was extracted wing F.MITOn-Una. This map does not reflect changes or amendments which may have been made subsequent to the data on the title block. For the latest product Information about National Flood Insurance Program flood maps check the FIRMA Flood Map Store at www.mac.fema.gov s IV 0 0 rn p ROGERS STREET ORIGINAL UL 0 06 PINELLAS COUNTY. F r a t T Nt? 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Z . d •y fib _b;,; {J i ?t z y P+ .}r j t t, Uo tj . sfr- FLU! `l .xea r t:m 1 £i tit 1 y ! y .. z ``-'I k? i .. L`4 ..'? { I`?"r,•-. t?t }? ?`(ytY fit. Y ?'? Y t M'w'. ' S•?'Rti l' .?'?Y`' ??;nl si .. I ,tys'?' ? ? tY 3-k 3n. ?,?t ?•?? t',? ? 2r5'r F ? ?'?{ ? ? ,•{t?, ? ?r F i l ° t ? pe, 'S , t j • ? ?4, ^r t - w -? •n`j G s p? . "Ye•?:', tlc ?,`? x- ? _ -{ .rtp..?- ?;? :? f! ;,? ?+s'?. P .s'a'' 4 4 l ".. :1;a? t ;-a. }. l _ y . Y 1 I y! '. i1 J _?L t -= 1? D R I G G E R S E N G I N E E R I N G S E R V I C E S I N C O R P O R A T E D Geotechnical Engineering & Construction Materials Testing .Iltnc 19. 2006 i7&1. SUpport Services. 1110. 521 Chestnut Street Clearwater. Florida • 1756 Attention: Mr. Kcn ROLISh RE: Results of seasonal Hirsh Groundvvater Estimate 1452 5. 1486 Clevelan(I Strcet Clearivater, Flori(la Our File: L067546 Our Report: 01 Lear Mr Roush: Pursuant to your request. DRIGGERS ENGINEERING SERVICES, INC. (1) SI) has performed apt eight foot (8.0') hand au"ur burin<o at a location identified sketch. The soil profile was visually identified from exiting grade to the boring termination depth in accordance with the Unified Soil Classification. Sealed jar samples were obtained h'om each different strata and returned to the laboratory for engineering review. '1_11C groundwater level below, existing grad was not encountered as Stated on the attached bor'n`g log. [n revicxN of the l'.S.U.:?. Soil Survey of Pinellas County, WC find the property to be. located in the '`l.iC- Urban Land Sail Series (map 11) with no estimated seasonal high. Sinee the boring was performed after heave rainfall and the g1-1 roundwater was helo?? eiyaht leet (S.0'), it would be our estimate that a seasonal high ofsome six Feet (6.0') could be used. ORIGINAL RECEIVED JUL 03 2006 PLANNING DEPAVUENT CITY OF CLEARWATER Sarasota Clearwater Tampa ' Phone: 941.371.3949 12220 49th Street North • Clearwater, Florida 33762 Phone: 813.948.6027 Fax: 941.371.8962 Phone: 727.571.1313 • Fax: 727.572.4090 Fax: 813.948.7645 saroffice@driggers-eng.com clwoffice@driggers-eng.com / tpaoffice@driggers-eng.com ' DRIGGERti 14 ' N(:INEh RIN(: SERVICES INC. al)hrceiate-, the uppt)rtullity to assist voLI oil this )I-o'eeL. ?,Il(1LII(1 OLI have an\ (luestiuns 011 this rehort• plcase du not hesitate to? ' contact tills otllCC at VOL11' COO C111e11CC. t RespcCtl'ull\' sU[)IIIIUciI: DRIGGERS ENGINEE121NG SF.RVICI+.S, INC. 0-01 1 R Bert E. Newlanc • T' 24764 ' C0IlstrllCtl0ll Services Manat)er ' lie Drig`0crs. P.F- ---- -- i sident FL Registration No. 16989 REN/sa ' Copies: (3) E ?L 1. Sul)port Services, Inc. ORIGINAL ' RECEIVED JU! 03 2006 ' PLANNING DEPAR-ii`AENT CITY OF CLEARWATER 1 17 D R I G G E R S E N G I N E E R I N G S E R V I C E S I N C 0 R P 0 R A T E D Geotechnical Engineering & Construction Materials Testing Project: 1482 & 1486 Cleveland Street Client: E & L Support Services Technician: R. Velasquez Water Table: Below TPst Depth Completion Location See Sketch Date: 06/13/06 Depth: 8.01 Type of Test: Hand Augur Test Number: HAI EL EV. DEPTH REMARKS DESCRIPTION (FT.) Light Brown Fine SAND (SP) I Very Light Brown Fine SAND w/ 2 Trace of Roots (SP) 3 Tan Fine SAND (SP) 4 5 Light Gray Fine SAND (SP) 6 Light Brown Fine SAND (SP) 7 Med Brown Fine SAND (SP) 8 9 10 I ORIGINAL RECEIVED 12 JUL 03 2006 PLANNING LEF ? 13 , KdVIENT CITY OF CLE ARWATE R 14 15 18 1 1 i 1 1 1 1 1 1 ORIGINAL ?un.02 06 01:35p VED p.2 40 2006 PLANNING Dcl'At:TPAENT ..fen 100'(P) 1 .(P) 0 P) 5" ? 1 ? I LOT /44 1 6 %'6%16'%20 / 20_ t ?6•' B. 5 _2139' 1 .858 / I 12' LOT 43 / J fH 1 16" \ LOT 42 \ 76. / / I 16 \ 6%E LLLL 10%14%14 \ L LL I L LOT 41 LLLL LLLL LLLL LLLLLLL 5.. LLLLLL LLL L LLLLL LLLLLLLL a LLL LLLLLL 118 LLLI I I I ! LLLLL STORY ^ Q LLL1 -LL _LLLL LLL - ^ LL LL _LL RAME LLLLFRAME LLLLL . t_L LLB I LLLRESIDENCE_LLLL LLRESIDENCE L LLLLLLLLLL LLLLLLIr LLL LLLLLLLLLL LLLLLLLLLL LLLLLLLLLL LLLLLLLLLL 24 10' i 1 28" ' • /A LO CAT N 50'(P ,. 100 (P) a i Parcel I.D. No. 14-29-15-38736-003-0410 & 0430 N Address: 1482 + 1486 Cleveland Street Clearwater FL 33755 WAIZ I"--2(Y E 8 L SUPPORT SERVICES, 1NC- SOIL BORING LOCATION ,nen+wrx.at?rteansreaw,mn.ron wc(ra,wsu R Cam[ ? k?.MR4L?I?1N?? X67 . . l1DMrAr? m YAP R101[iN N.110YlM, •iat'ilt ??- °i•?"- ° mm NMI D612 Oats 01/0§/I* Sheet Ns. ?/? ? Iq a a CLEVELAND STREET TOWNHOMES CALCULATION SUMMARY June 2006 EXISTING CONDITIONS: Buildings: 3,204 s.f. X 0.475 = 1,521.9 Walks/Drives 749 s. f. X 0.475 = 355.8 Pervious: 9,048 s.f. X 0.200 = 1,809.6 13,001 3,687.3 Cpre = 0.28 Assign Tc= lHour Area= 13,001 s.f. 0.30 Acres. Qpre= 0.31 c.f. Qpre=0.28 x 3.73in/h x 0.3Ac=0.31cfs (25 year, 1 hour event for City) PROPOSED CONDITIONS Buildings: 3,682 s.f. X, 0.95 = 3,497.9 Walks/Drives 4,842 s.f. X 0.95 = 4,599.9 Pond: 784 s.f. X 1.00 = 784.0 Pervious: 3,693 s.f. X 0.20 = 738.6 13,001 9,620.4 Cpost = 0.74 Water Quality Retention Required (SWFWMD): Volume = 13,001 x 0.5 /12 = 542 c.f. Volume Required for 25 year, 1 hour storm (City): Volume = (0.74-0.28) x 3.73 x 0.3 x 3,600 = ORIGINAL RECEIVED JUL 03 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1,853 c.f. to a CLEVELAND STREET TOWNHOMIES POND STAGE STORAGE DATA BOT. EL.= D.H.W. EL. T.O.B. EL.= STAGE ft-NAVD AREA SF AREA AC STORAGE CF 69.20 30 0.0007 0 69.70 91 0.0021 30 70.70 305 0.0070 228 71.70 784 0.0180 773 72.7 889 0.0204 1,609 TOTAL QUALITY CALCULATIONS: DRAINAGE AREA = 13,001 S.F. REQUIRED WATER QUALITY DEPTH = 112 IN. REQUIRED WATER QUALITY VOLUME = 542 C.F. PROPOSED OUTFALL ELEVATION = 71.7 FT. TOTAL VOLUME PROVIDED @ 71.7 773 C.F. ORIGINAL RECEIVED JUL 03 2006 PLANNING: t,r, r CITY OF CLLokk? , 21 5' S R is _T N _n ? Z m0 &5 CI. n &5 4. m Z NO v? o cn T AO A%j wive.. rrru oltvv rii SECTION A-A N.T.S. 100 PSI • 1-*'' a a ' E & L SUPPORT SERVICES INC. 521 Chestnut Street Clearwater FL 33756 Phone 727/466-6772 Fax 727/466-6$82 email kencrete@aol.com FL Cert'if'icate of Authorization Number 7983 June 30, 2006 Mr.and Mrs. Pierre Cournoyer 1476 Cleveland Street Clearwater, Florida 33755 ' Re: Cleveland Street Townhomes 1482 & 1486 Cleveland Street Clearwater, Florida 33755 ' Subject: Maintenance & Operation of the Retention Basin Dear Mr. and Mrs. Cournoyer ' In accordance with the rules and regulations of the Southwest Florida Water Management District, we are required to furnish you with instructions for maintenance and ' operation of the storm water facility. The stormwater facility is designed to contain a certain volume of stormwater runoff, with an overflow structure to regulate the level of the water in the pond, and discharge the overflow to the existing curb line of Cleveland Street. The volume of water in the pond should be discharged naturally through the grass by percolation. The total volume, when. the pond is full, should take about 24 hours to be discharged through the side slopes and bottom of the pond ' Here are some suggested procedures to keep the system functioning properly: Grass clippings and other vegetative debris should be removed from the area within and ' surrounding the pond. The bottom and sides should be kept clear of debris so as not to impede the natural percolation. ' . Periodic removal of built-up silt may be required to rejuvenate the percolation rate. It is required that loosening or scarification of the pond bottom and sides be done every six months, minimum. Remember, alteration such as filling or excavating any part of the pond is not permitted without prior approval from all applicable governing agencies. ' Your "Management of Surface Water Permit" may also include a number of additional conditions which must also be met. If any questions arise, please contact me. Sin r y, E SUPPORTS VI E . ' Kenneth H. Roush, P.E. KHR:az ' ORIGINAL RECFIVFD ' JUL 03 2006 2 PLAW4-,a• AIM A i? A 3 S 8933'29' E(M) 99.99'(M) a ? o - A NOM r11? € $ ? ? • Oz f ? 3 F N• A NMN ? $ ? V O ® i # ` NMN soKeancom M'OII/ Op1001 61" ' ? 6)wl A NOM 1?? ,OO?E9m IN[ r • OaA NYM u???? 00 m ONION) -ZAL Z L..o _,?AY.": .?.+' .+.t!'".`r'•.• : .;"? ..4?ys t w r.e.a 0,61] Z I_ O a?' tv? :?' a? ??o ?.•, r ry,>?w• alt. • .. :. ,,e',?s I Q$ ?I 0 /'1 '? ,:a , ? •• f:r:•i+: :;, ti.1.;. r ..j :l+ri^, •'•; `>,";• ?V o•.I,w NN T i 1c .aT ° : r!"± •M y>P• c` '??p »i } !: Tti.'.: . t;a. Z '? I `lli' Nv® . i} ?."'•'•it ' No more 13 ® !Y!!®? aY a Nas:. Q CLEVELAND ST. T'OWNHGME9 ry.n wn.. 1. No eiN 015 TR VIEWPETALBEINATMIED A"a GRAM UCTVABOVE G WTHIN THE 6MwANNE I?IrI A 1482-14N 30'MAOABOVE GRACE AAE vAiNNi,e Y f 64M DISTANCE m1ANGlE. ?_...._ __?.._ .,,?__,,.?.,?,?,_ w__,•_,•___,_. CLEVELAND BT. SOS R/W CLEARWATER FL. 337N CQBV®,AM 1111=11 SITE, DRAINAGE AND UTILITIES SURVEY DATUM NAVD 1986 PLAN 90861 1tip " " C3.1 ST 6/30/2006 Receipt #: 1200600000000006725 10:03:53AM Date: 06/30/2006 Line Items: Case No Tran Code Description Revenue Account No Amount Paid PLT2006-00005 Preliminary Plat 010-341240 600.00 Line Item Total: $600.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Pie Check PIERRE COURNOYER R_D 1014 In Person Payment Total: J Z > (D W re U O? n? Z Z 0 z -Z m0 m 0 C,: O m In > o M m C" THIS IS NOT A PERMIT. ;0 Z 4 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. ca o c ' zO z ?U a $600.00 r cReceipt.rpt Page 1 of 1 S .ALiv 6/30/2006 Receipt #: 1200600000000006724 10:03:22AM Date: 06/30/2006 r Line Items: Case No Tran Code Description Revenue Account No Amount Paid FLS2006-06039 03 Flex Std-Commercial 010-341262 475.00 Line Item Total: $475.00 Payments: Method Payer Initials Check No Confirm No How Received Amount PA&I Check PIERRE COURNOLYER R_D 1013 In Person Payment Total: ORIGINAL RECEIVED JUN 3 0 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. Page 1 of 1 475je $475.00 u csa C' ? 0 O Z U co O CZ ( O? zp ? z ? 4 :? U a cReceipt.rpt •0 N °i'aAt LONG RANGE PIA,NNING Drm.opmr:NT Rmi.-W March 8, 2007 Mr. Kenneth H. Roush. P.E. E & L Support Services, Inc. 521 Chestnut Street Clearwater, FL 33756 C ITY OF C LEARWATE R PLANNING DEPARTMENT Pos-r OPFICr Box 4748, CLFARWATER, FLORIDA 33758-4748 MUNICIPAL. SERVICES I3UILr)ING, 100 SOUTH MYRTI.I? AVENUE, O.EARWAn'R, F[.oR[DA 3376 'rELEPHONE (727) 562-4567 FAx (727) 562-4865 Re: Development Order regarding case FLS2006-06039 at 1482 Cleveland Street Dear Mr. Roush: This, letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On August 31, 2006, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to allow attached dwellings (four units) in the Medium Density Residential (MDR) District under the provisions of Section 2-303.A. and a reduction to the landscape buffer on the east side from ten feet to four feet and a reduction to the landscape buffer on the west side from ten feet to five feet as a Comprehensive Landscape Program under the provisions of Section 3-1202.G. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Attached Dwellings criteria under the provisions of Section 2- 303.A.; 2. The proposal complies with the Comprehensive Landscape Program criteria under the provisions of Section 3-1202; 3. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 4. The proposed development is compatible with the surrounding area. Condition of Approval: 1. That all signage must be permitted separately; 2. That prior to the issuance of a building permit all engineering and storm water requirements are met; 3. That all building colors and architecture are consistent with the submitted plans; and 4. That all proposed utilities be placed underground. 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 PRANK 11!RRARn, MAYOR )o!!N DoRAN, ConiCU.,."I!:m1w:R I IoYr I [A>IU:roX, OWN( IlAiDI IT 131 1 Jo"?SoN, CUI;;ul.mr:mIwja ® CA1,u:N A. PPTHRSF.N, Co! N(ALMEN11WR "EQ1JAI. I MPLOYNIFNT AN'D Arr•i1,n1A1*1V1: AcrR)N Ii?!ri.osr.r," N • on and must adhere to the application received July 3, 2006 and other supporting documents received February 23, 2007. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (August 31, 2007). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. 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. If you have any questions, please do not hesitate to call Scott Kurleman, Planner II, at 727-562-4567 x 2504. You can access zoning for parcels within the City through our website: www.myclearwater.com. Sincerely, t Michae e ICP Planning Director S: IPlanningDepartmentlCD BTlex Standard (FLS)IPending Cases12 -Reviewed and PendinglCleveland St 1482 Cleveland Street Townhomes (MDR) SK 08-31-061 Cleveland 1482 Development Order.DOC E PLANNING DEPARTMENT March 26, 2007 Mr. Kenneth H. Roush, P.E. 521 Chestnut Street Clearwater, FL 33756 0 CITY OF C LEARWATE R POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 RE: Development Order regarding case PLT2006-00005 at 1482 Cleveland Street (Cleveland Street Townhomes). Dear Mr. Roush: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On August 31, 2006, the Development Review Committee (DRC) reviewed your application for Preliminary Plat approval to subdivide a .30-acre parcel into four lots, under the provisions of Section 4-703. The DRC recommended approval of the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with Preliminary Plat criteria under the provisions of Section 4-701; 2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and 3. The proposed development is compatible with the surrounding area. Conditions for Approval: 1. That a final plat be recorded with Pinellas County prior to building permit approval; 2. That all onsite utilities shall be buried; 3. That all Traffic impact assessment fees shall be assessed and paid prior to first CO; and 4. That a recreation facility impact fee of $200 is due for each new residential unit prior to issuance of building permit or final plat whichever occurs first. Credit will be given for any existing residential units. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Preliminary Plat with the above conditions. The approval is based on and must adhere to the application dated received July 3, 2006, and the revised preliminary plat dated received February 2, 2007. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" March 26, 2007 PLT2006-00005 - Page 2 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. If you have any questions, please do not hesitate to call Scott Kurleman, Planner II, at 727-562- 4567x2504. Sincerely, Michael Delk, A CP Planning Director S: (Planning DepartmenACD BIPlatslCleveland-1482 Townhomes - SKIPLT2006-00005 Development Order.doc E & L SUPPORT SERVICES, INC. 521 Chestnut Street Clearwater FL 33756 Phone (727) 466-6772 Fax (727) 466-6882 email kencretet@aol.com FL Certificate of Authorization 7983 February 23, 2007 Mr. Scott Kurleman City of Clearwater Planning & Development Services 100 South Myrtle Avenue Clearwater, Florida 33756 Reference: Cleveland Street Townhomes 1482 Cleveland Street FLS2006-06039 PLT2006-00005 Subject: Transmittal of Additional Information Dear Mr. Kudeman: Owfa ofaNFo FE-8 23 2007 PUkNNINC DEPAKIMENT CITY OF CLWWATER Please find enclosed with this letter 6 sets of revised Sheets C3.1 and C6.1 latest revision (February 2, 2007). We revised the drawings again based on the following comments: Fire Condition: Prior to Development Order. 1. We originally met with Mr. Keller and Mr. Rickard at the Clearwater Fire and rescue office on October 6, 2006, and worked out the ingress and egress layout that meet their requirements. It is correctly shown on Sheet C3.1. The fire truck would pull into the property and stop, using the 24' wide west drive. When their tasks were complete they would back out onto Cleveland Street and then go fight the next fire. So the 30' radii were added to the west drive only. We confirmed with Mr. Keller again on February 2nd that re improvements where acceptable. See Sheet C3.1. Parks and Recreation Condition: 1. We acknowledge the $200 recreation facility fee for each of the 4 new units, with a credit due for the 2 existing units. Zoning Condition: 1. We acknowledge the Underground installation of utilities. See the Underground Utilities Note is now shown on Sheet C3.1. Please review these changes and information, then approve our application for a Development Order. Thank you for your attention to this matter. Sin r E SUPPORT SERVICES, INC. enneth sh, P. E. FL License No. 33366 KHR:az r 9 E & L SUPPORT SERVICES, INC. 521 Chestnut Street Clearwater FL 33756 Phone (727) 466-6772 Fax (727) 466-6882 email kencreteO-)aol.com FL Certificate of Authorization 7983 December 19, 2006 Mr. Scott Kurleman City of Clearwater Planning & Development Services 100 South Myrtle Avenue Clearwater, Florida 33756 Reference: Cleveland Street Townhomes 1482 Cleveland Street FLS2006-06039 PLT2006-00005 Subject: Transmittal of Additional Information Dear Mr. Kurleman: Thank you for meeting with us on August 31St in the DRC. We revised the drawings based on the comments discussed at the meeting. Transmitted with this letter is the following: 6 Sets Civil/Site Drawings (Sheets C1.1, C1.2, C2.1, C3.1, C6.1 Latest Revision 08/31/06), 6 Each Tree Preservation Plan (Sheet C7.1 Issue Date 10/30/06), 6 Each Landscape Plan (Sheet L1.1 Latest Revision 08/31/06), 6 Each Reduced Size Site/Civil Plan (1 Color+ 5 copies 8-U2" x 11 6 Each Reduced Size Landscape Plan (1 Color + 5 copies 8-1/2"x 11'), 6 Each Reduced Size Building Elevations, 6 Each Building Elevations (24"x36"), 6 Each Preliminary Plat, 1 Each Color Palette and Shingle Sample. The revisions are discussed below. General Engineering: Prior to Development Order: 1. The scored concrete pavement has within it a pedestrian pathway that is delineated by a change in the scoring pattern. The ped path fronts each unit and leads to the sidewalk on the east and west sides of the property. See Sheet C3.1 (Latest revision 08/31/06). ORIGINAL RECEIVED EEC 2 0 2006 PLANNING DEPARTMENT CITY OF CLEARWATEP Cleveland Street Townhbmes December 19, 2006 Page 2. Prior to Building Permit: 1. The preliminary plat has been revised and is included with this transmittal. We acknowledge that the final plat has to be recorded before the building permit is issued. 2. The water note #13 on Sheet C1.2 has been changed include K-81 D as a currently approved fire hydrant assembly. 3. We acknowledge the need for a separate ROW permit for all work within the ROW of Cleveland Street. 4. Sanitary manhole lids within the private property will not have the words "City of Clearwater". 5. The DEP permit will be furnished to the building department when we get it approved. 6. We consulted the DOH about the need for a domestic water permit. It appears one is not needed. If that changes we will furnish it prior to building permit. Prior to Certificate of Occupancy: 7. Signed and sealed as-builts will be submitted to the city. Fire: Prior to Development Order: 1. The existing fire hydrant is shown on Sheet C2.1. It is within 300' of the farthest comer of the building as the hose lays, on the same side of the street. 2. We met with Mr. Keller and Mr. Rickard at the Clearwater Fire and Rescue office. We worked out the ingress and egress layout to meet their requirements. It is now correctly shown on Sheet C3.1. The fire truck would pull into the property and stop, using the 24' wide west drive. When their tasks there were complete they would back out onto Cleveland Street and then go fight the next fire. The 30' radii were added to the west drive, though not needed. Land Resources: Prior to Development Order: 1. The tree canopy is now shown on Sheets C2.1 and C7.1. 2. We consulted with Alan Mayberry and with his help prepared a tree preservation plan. It is Sheet C7.1. Included in the plan is the relocation of the sanitary main and service laterals, plus the top of bank of the retention pond. Prior to Building Permit: 3. The new tree preservation plan first identified the critical root zone for the two existing trees to remain in front. From there, several actions were required to preserve the survival of the trees: ORIGINAL RECEIVED C'C 2 0 2006 PLANNING DEPARTIVIEW CITY OF CLEARWATKr. Cleveland Street Townhomes December 19, 2006 Page 3. A. The correct type of pavement was identified (concrete at grade with aeration). B. Trim the canopy within the CRZ to create a 15' vertical clearance over the paved area and within the retention pond as needed. C. Relocate the sanitary main and service laterals. D. Shift the retention pond to the west to reduce the extent of root pruning. E. Use extruded concrete curb along the edges of the east drive within the CRZ. Parks and Recreation: Prior to Building Permit: 1. We acknowledge the $200 recreation facility fee for each of the 4 new units, with a credit due for the 2 existing units. Stormwater: Prior to Building Permit: 1. We will furnish the approved SWFWMD permit when we receive it. Planning: Prior to Development Order: 1. We acknowledge that the project is within the East Gateway Character District and is subject to the Plan. 2. We acknowledge all utilities, including individual distribution lines, will be installed underground to the fullest extent practicable. 3. As we discussed at the DRC, guest parking is provided in front of the garage of each unit, within the development. 4. Because of the need for concrete pavement to preserve the 2 existing trees, it was extended to all paved areas and will be scored or stamped to create a brick paver pattern. Herringbone is shown on Sheet C3.1 as the geometry favored by the owner. 5. We believe the revisions to the building create a more distinctive base, middle and cap. 6. Windows were added to each side of the building. 7. We believe you will be pleased with the architectural details provided in the revised elevations, such as wrought iron balcony and window railings and columns, window mullions, relief of doors and balconies. 8. The owner and architect decided that awnings would not work for this design. 9. The exterior color scheme is provided on a color palette included with this submittal. It is a more neutral color, with a contrasting trim color also presented. ORIGINAL RECEIVED CK 2 0 2006 PLANNING DEPARTMENT CITY OF CLEARWATFf Cleveland Street Townhomes December 19, 2006 Page 4. Platting: 1. The plat is being prepared as a townhome development. The platted lot lines have been changed to extend from the rear property line to the front property line. Common areas will be described as ingress/egress and utility easements. Prior to Development Order: 1. Name, address and telephone number of Mr. Cournoyer now appears on the preliminary plat (Sheet 1). 2. The 3 Sheets are identified as Preliminary Plat". 3. The survey tie to the nearest section comer is now shown on Sheet 2 of the preliminary plat. 4. The adjoining plats are now shown on the preliminary plat. 5. The dimensions and areas of the overall plat, lot size, common open space, and utility easement are now shown on the plat. Please review these changes and information, then approve our application for Development Order. Thank you for your attention to this matter. Happiest Holidays. E SUPPORT SCR rS, INC. Kenneth H. Roush; P.E. FL License No. 33366 KHR:az ORIGINAL RECEIVED CSC 2 0 2006 PLANNING DEPARTIvp. ,- CITY OF CLEAPWP-" ORIGINAL • • ;RECEIVED - JUL 14 2006 P PLANNING. DEPARTMENT E & L SUPPORT SERVICES, INC. CITY OF CLEARWATER 521 Chestnut Street Clearwater FL 33756 Phone (727) 466-6772 Fax (727) 466-6882 email kencreteeaol.com FL Certificate of Authorization 7983 July 13, 2006 a Mr. Robert Tefft 6? City of Clearwater Planning & Development Services 100 South Myrtle Avenue ' Clearwater, Florida 33756 Reference: Cournoyer Construction, Inc. Cleveland Street Townhomes 1482 & 1486 Cleveland Street FLS2006-06039 Subject: Additional Information for DRC Completeness Dear Mr. Tefft: Thank you for the Letter of Incompleteness and for meeting with Alejandra and Rose on July 10, 2006. Based on that conversation, please find enclosed with this letter 15 sets of revised drawings, the Comprehensive Landscape Plan application, and a brief explanation of what was modified on the plans to make them complete. A tree survey and tree inventory has been prepared by a certified arborist and includes existing trees on site and within 25 feet of the site, by species, size and location. The two large trees to remain in front, with their drip lines, and the trees to be removed, are shown on Sheet C2.1 2. A concrete pad has been added at the curb for placing the solid waste containers and recycling bins. 3. The landscape plan has been revised to include the following: * Side slopes and elevations in the drainage retention area, plus swales along the sides of the structure. * The required perimeter buffers, delineated and dimensioned. * Parking areas in front of the garages are delineated by a car occupying each parking space, and dimensioned; landscape islands are delineated and dimensioned, 6" x 16° curbing is delineated and dimensioned. * Interior landscape areas hatched and labeled. Interior landscape coverage in square feet and percentage is given on Sheet C1.1. 4. The building elevations have been modified to include the following: * Dimensions. The mean elevation of the roof has been added. Colors. A color palette is included to provide color samples. * Materials. Materials have been identified on the revised drawing. I' Cleveland Street Townhomes 1482 & 1486 Cleveland Street Page 2. 5. The 25' front setback has been established by removing the parking space. The preliminary plat has been revised to establish a 6.1 side setback to the northeast corner of the building. Therefore, the Flexible Standard Development application should still apply. The east and west perimeter buffers have been revised to provide the area required by the 10' width x 105' length buffer. Though the width varies along the 105' length, each area exceeds the 1050 s.f. minimum. 6. We acknowledge that the property is within the East Gateway Character District, and find it interesting that residential development fronting on Cleveland Street may only be permitted if part of a mixed use development. The mixed use will have to be discussed at the DRC. Please review these changes and find the application complete. We would appreciate being scheduled for the August 3, 2006 DRC. Thank you for your attention to this matter. C Kenneth H. Roush, PE. FL License No. 33366 KHR:az ORIGINAL RECEIVED JUL 14 2006 PLANNING DEPART.... CITY OF CLEARWAfER 'Clearwater U August 01, 2006 Kenneth H Roush 521 Chestnut St Clearwater, F133756 CITY OF CLE4kRWATER PARTMENT PLANNING DE MUNICIPAL SERVICES BUILDING 01 11 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W WW.MYCLEARWATER.COM RE: PLT2006-00005 -- 1482 CLEVELAND ST -- Letter of Completeness Dear Kenneth H Roush : The Planning Staff has entered your application into the Department's filing system and assigned the case number: PLT2006-00005. 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 August 31, 2006, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 562-4567x2504 or Scott.Kurleman@myclearwater.com. Sincerely yours, Scott Kurleman Planner H Letter of Completeness - PLT2006-00005 - 1482 CLEVELAND ST Clearwater August 01, 2006 Kenneth H Roush 521 Chestnut St Clearwater, Fl 33756 CITY OF CLEGARWATER PARTMENT PLANNING DE MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM RE: FLS2006-06039 -- 1482 CLEVELAND ST -- Letter of Completeness Dear Kenneth H Roush : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-06039. 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 August 31, 2006, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any.questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 562-4567x2504 or Scott.Kurleman@myclearwater.com. Sincerely yours, Scott Kurleman Planner H Letter of Completeness - FLS2006-06039 - 1482 CLEVELAND ST 0 • Kurleman, Scott From: Plennert, Peggy Sent: Monday, August 21, 2006 8:47 AM To: Kurleman, Scott Subject: Application for Flexible Standard Development Approval-1482 Cleveland St. Good morning Scott, I received two letters Friday regarding the above. Do I need to make an appointment to review these plans (and possibly talk to you about them) or can I just stop by? Thanks. Peggy Plennert Patrol Administration 562-4170 1* 9 Page 1 of 1 Kurleman, Scott From: svetlana voitenkova [svetlana_voitenkova@yahoo.com] Sent: Monday, August 28, 2006 7:31 PM To: Kurleman, Scott Subject: re: notice of filing of an application for preliminary plat approval at 1482 Clevelans St Dear Mr. Kurlenan, My name is Svetlana and I am writing on behave of my friend Yaroslav Zynchak, who is living 1457 Park Street, Clearwater, FL 33755. He received the above notice and would like to get more information about Preliminary Plan for townhome lots. Does he need to participate in the Committee Meeting on August 31, 2006. And if yes, will you please provide the time and address. Thank you in advance and feel free to contact me on this a-mail, Svetlana Voitenkova Do you Yahoo!? Get on board. You're invited to try the new Yahoo! Mail. 8/30/2006 CITY OF CLEARWATER PLANNING DEPARTMENT PosT OrFicr Box 4748, CLFARWATER, FLORIDA 33758-4748 MUNICIPAL SI:RVICI.S BUILDING, 100 Sou ni MYRTI.Ii AVENUE, CLRARWAII.ER, FLORIDA 33756 ,fl-'LEPHONE (727) 562-4567 FAX (727) 562-4865 LONG RANGE PLANNING DEVELOPMENT REVII?W July 10, 2006 Mr. Kenneth H. Roush 521 Chestnut Street Clearwater, FL 33756 Re: FLS2006-06039 -1482 Cleveland Street - Letter of Incompleteness Dear Mr. Roush: The Planning Department staff has entered your application into the Department's filing system and assigned the. case number FLS2006-06039. After a preliminary review of the submitted documents, staff has determined that the /p lication is incomplete with the following comments: 1. The tree survey to be prodded in t include existing trees on site and within 25 feet of the site, by species, size and location, includin dr* lines and indicating trees to be removed. Also, a tree inventory that has been prepared by a certified orist must be provided-. 2. The site plan must depict the locations yal*d waste containers, recycling or trash handling areas and outsid g. The landscape plan must depic - following: ? Drainage and retention a as including swales, side slopes and bottom elevations; ? Delineation and dimen ons of all required perimeter landscape buffers; ? Delineation and dime sions of all parking areas including landscape islands and curbing; and ? Interior landscape ar as ha ched and/or shaded and labeled and interior landscape coverage, expressing in both square feet d percentage covered. 4. The building elevation's must include the following: ? Dimensions. T>rall ght has be Own; however the height mu st be measured to the mean elevation of the ? Colors. Colorere provided; however please identify the proposed colors and provide color samples; a? Materials. No m een identified on the proposed building. 5. The application submitted (Flexible Standard Development) is incorrect for the development that is proposed. As proposed a Residential Infill Redevelopment Project application must be submitted in order to accommodate the proposed deviations to the front setback (parking space) and side setback (plat denoted 4.9 B111.1 . -K 'T(ll IAA. I'.?mi ?w.wt? r A.?n i\FFirnlnrivr. Ac-m )N F.,\IPLU) F.R" i • feet to northeast corner of building).Also, please be advised that the required perimeter landscape buffer at the east and west sides of the property must be 10 feet in width - the proposed does not meet this. 6. Please be advised that the subject property is located within the East Gateway Character District of the Clearwater Downtown Redevelopment Plan and is therefore subject to the Plan. Pursuant to Section 4-202 of the Community Development Code, if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff and no further development review action shall be taken until those specified deficiencies are corrected and the application is deemed complete. Please resubmit revised plans and application materials as per the above comments no later than Noon, Tuesday, July 11, 2006. Should you have any questions, please do not hesitate to contact me at (727) 562-4567 x2504 or at Scott.Kurleman@Myclearwater.com. Sincerely yours, . '?44 4co-"f? 1 14t? dc? L4"V-', Kurleman Planner II 0 • CITY OF CLEARWATER LL PLANNING DEPARTMENT ° }aromater 100 SOUTH MYRTLE AVENUE ~_ - CLEARWATER, FLORIDA 33756 U TEL: (727) 562-4567 FAX: (727) 562-4865 FACSIMILE COVER SHEET Date: To: From: Re: July 10, 2006 Kenneth Roush, (727) 466-6882 Robert G. Tefft, Planner III FLS2006-06039 - 1482 Cleveland Street Number of Pages Including Cover Sheet: 3 Comments: ** Please confirm receipt via e-mail at: robert.tefftnmvclearwater.com ** ** Visit the Planning Department online at www.myclearwater.com ** 0 Jul. 10 2006 09:20AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94666882 Jul.10 09:19AM 01'28 SND 03 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). 1? • 521 Chestnut Street Clearwater FL 33756 FL Certificate of Authorization 7983 City of Clearwater Planning & Development Services 100 South Myrtle Avenue Clearwater, Florida 33756 S. INC. (727) 466-6772 Fax June 30, 2006. 0 466-6882 email kencreteCa_Daol.com Reference: Developer = Cournoyer Construction, Inc. Project Name = Cleveland Street Townhomes Project Address = 1482 & 1486 Cleveland Street Subject: DRC Submittal Information Gentlemen: Enclosed with this letter are the following: 1 Each $475 Check for Application Fee, 15 Each Flexible Standard Development App (1 Original + 14 Copies), 1 Each $600 Check for Plat Application Fee, 15 Each Application for Plat Approval (1 Original + 14 Copies), 15 Each Ownership Documents, 3 Each Drainage Calculations, 15 Each Property Survey, 15 Each Reduced Size Site/Civil Plan C3.1 (1 Color + 14 copies 8-1/2" x 11 15 Each Reduced Size Landscape Plan L1.1 (1 Color + 14 copies 8-1/2" x 11 15 Each Reduced Size Building Elevations (1 Color+ 14 copies 8-1/2" x 11"), 15 Sets Full Size Site/Civil Plans (Sheets C1.1, C2.1, C3.1 & C6.1 (Issue Date June 30,2006), 15 Each Full Size Landscape Plan (Sheet 1-1.1 Issue Date June 30,2006), 15 Each Building Elevations (1 Color + 14 copies 24"x36"), 15 Each Preliminary Plat. Please schedule us for the August 3, 2006 DRC, and Thank You for your attention to this matter. ORIGINAL. FL License No. 33366 KHR:az RECEIVED JUL 03 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Sin r , , C. E SUPPORT SERVI I C Kenneth H. Roush, P. . CITY OF CLEARWATER PLANNING DEPAmAENT =!j'4TEP; . ` POST OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 0 OBREGON, RAYMOND 12910 123RD AVE LARGO FL 33774 - 3505 ? L S 'Ij (? (© N L -L G F- c ,Z U _ g 1::11:::11tlt-sill tit (tllttlt:N:::1t1::11tt1;t:t111 I CITY OF CLEARWATER ° Clearwater August 08; 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 1482 CLEVELAND ST (FLS2006-06039) To Surrounding Property Owners: As a property owner within 500 feet of 1482 CLEVELAND ST, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval to allow attached dwellings (four units) in the Medium Density Residential (MDR) District under the provisions of Section 2-303.A. and a reduction to the landscape buffer on the east side from ten feet to four feet and a reduction to the landscape buffer on the west side from ten feet to five feet as a Comprehensive Landscape Program under the provisions of Section 3-1202.G.. On August 31, 2006, 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 August 31, 2006. The City encourages you to participate in the review of this application. You may contact me at 562-4567x2504 orSco{t.Kurleman@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 August 31, 2006. 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, colt Kurleman Planner II PLANNING DEPARTMENT > MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W WW.MYCLEARWATER.COM Letter of Notification - FLS2006-06039 - 1482 CLEVELAND ST • • ° 0 CITY OF CLEARWATER Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYCLEARW ATER. C OM August 08, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR PRELIMINARY PLAT APPROVAL AT 1482 CLEVELAND ST (PLT2006-00005) To Surrounding Property Owners: As a property owner within 500 feet of 1482 CLEVELAND ST, the City of Clearwater Planning Department gives notice that an application for Preliminary Plat for platting four townhome lots to be called "Cleveland Street Townhomes" in conjunction with FLS2006-06039.. On August 31, 2006, 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 August 31, 2006. The City encourages you to participate in the review of this application. You may contact me at 5624567x2504 orScott.Kurleman@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 August 31, 2006. 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, "Anc 6?0 Scott Kurleman Planner H Letter of Notification - PLT2006-00005 -1481 CLEVELAND ST A HARLANI5, PATRICK W JR. DI MARINO, BEVERLY A 1109 PINELLAS BAYWAY S # 103 TIERRA VERDE FL 33715 - 2174 SHEPHARD, JERRY L SHEPHARD, SANDRA 1478 PIERCE ST CLEARWATER FL 33755 - 5332 MONTERROZA, CESAR A MONTERROZA, DORA A 1468 PIERCE ST CLEARWATER FL 33755 - 5332 BURNELL, OLLIE E 1505 GROVE ST CLEARWATER FL 33755- 6028 LASSITER, RUSSELL A DECHANT, KAREN A 100 N GLENWOOD AVE CLEARWATER FL 33755 - 6020 MORA, HEITTEL 9 N HIGHLAND AVE CLEARWATER FL 33755 - 6034 PLYLER, GARY D 1550 CLEVELAND ST CLEARWATER FL 33755 - 6003 OBREGON, RAYMOND 12910 123RD AVE LARGO FL 33774 - 3505 MALMIN, FORREST B 11 HIGHLAND AVE S CLEARWATER FL 33755 - 6318 #NTIN, MICHAEL L QUINTIN, BARBARA E PO BOX 7532 CLEARWATER FL 33758 - 7532 LAYMAN, JASON BRUCHETTI, GARY 1920 WEST BAY DR # 4 LARGO FL 33770 - 3022 BOX, ROBERT G 1464 PIERCE ST CLEARWATER FL 33755 - 5332 AVANTI INTERGALACTIC INC PO BOX 4989 CLEARWATER FL 33758 - 4989 BORDEN, WILLIAM J TURNER, JOY M 1510 LAURA ST CLEARWATER FL 33755 - 6040 SYLVIA, PAMELA 1505 LAURA ST CLEARWATER FL 33755 - 6041 YEHLE, JOANNA 1508 CLEVELAND ST CLEARWATER FL 33755 - 6001 BAIMA, KURT M 1501 CLEVELAND ST CLEARWATER FL 33755 - 6002 FEATHERSTONE, MICHAEL R 21 S HIGHLAND AVE CLEARWATER FL 33755 - 6318 OURRA, BENIGNO N ' ESCURRA, MELISSA 1482 PIERCE ST CLEARWATER FL 33755 - 5332 SAOULIS, CHRISTOPHER 933 LAURA ST CLEARWATER FL 33755 - 4545 ESTATEXCHANGE LLC 1818 E COLUMBUS DR TAMPA FL 33605 - 3450 KRALL, MICHAEL 110 GLENWOOD AVE CLEARWATER FL 33755 - URSO, JUDITH M 1504 LAURA ST CLEARWATER FL 33755 - 6040 CISTERNA, JO NELL MILAM 10 NORTH GLENWOOD AVE CLEARWATER FL 33755 - 6018 MC CULLOUGH, MICHAEL S 1502 CLEVELAND ST CLEARWATER FL 33755 - 6001 DILLARD, PHYLLIS A 5 S HIGHLAND AVE CLEARWATER FL 33755 - 6318 CORY, SHERYL LYNN 1679 DREW ST CLEARWATER FL 33755 - 6109 WESLEY, JILL I RONCKETTI, ELIA REYNOLDS, JOSEPH M WESLEY, SCOTT M 14 S GLENWOOD AVE 10 S GLENWOOD AVE 20 S GLENWOOD AVE CLEARWATER FL 33755 - 6303 CLEARWATER FL 33755 - 6303 CLEARWATER FL 33755 - 6303 , PATELLA; LISA 'H WKE, MARK A WARS, LAWRENCE D 1737 SOLON AVE 1511 CLEVELAND ST SPEARS, KIMBERLY A DUNEDIN FL 34698 - 4125 CLEARWATER FL 33755 - 6002 2050 KINGSTON CT CLEARWATER FL 33764 - 6718 BAXTER, VONDA 1480 GROVE ST CLEARWATER FL 33755 - 5214 FRITZ, NICHOLAS 204 S NIMBUS AVE CLEARWATER FL 33765 - 3631 GEISLER, PHILIP J GEISLER, ANDREA J 1488 GROVE ST CLEARWATER FL 33755 - 5214 AMATUCCI, SUNDAY EST 112 N HIGHLAND AVE CLEARWATER FL 33755 - 6047 HARRINGTON, ANDREW J HARRINGTON, JAMES E PO BOX 8275 SEMINOLE FL 33775 - 8275 HUGHES, JOHN S HUGHES, FRANCES E 3601 LAKESHORE RD LEXINGTON MI 48450 - 9227 HOSKINSON, RUTH A 1010 S DUNCAN AVE CLEARWATER FL 33756 - 4519 AYERS, WILLIE AYERS, BARBIE 1380 HIGHWAY 91 ELIZABETHTON TN 37643 - 7506 SILVA, JUAN CHAMPLIN, SUZANNE 1462 LAURA ST CLEARWATER FL 33755 - 5223 PETZINGER, RONALD E PETZINGER, RITA E 1894 SETON CT CLEARWATER FL 33763 - 4434 WALTER, TRACY G 577 NORMANDY RD MADEIRA BEACH FL 33708 - 2315 HASSELL, VERNON HASSELL, SUZAN 1679 DREW ST CLEARWATER FL 33755 - 6109 SAMARAS, GEORGE 1503 PUTNAM CT DUNEDIN FL 34698 - 7433 ROACH,CHERYL 1054 53RD AVE N ST PETERSBURG FL 33703 - 2738 RICE, LOUIS R 609 S CREST AVE CLEARWATER FL 33756 - 6103 AYERS, WILLIE AYERS, BARBIE 1380 HIGHWAY 91 ELIZABETHTON TN 37643 - 7506 CONVERSI, KEVIN F CONVERSI, HEATHER 1466 LAURA ST CLEARWATER FL 33755 - 5223 EGAN, DOUGLAS E EGAN, SANDRA R 33 S CALIFORNIA AVE MUNDELEIN IL 60060 - 4534 SHERMAN, MARTIN J SHERMAN, RHONDA RENEE 3109 CARTER AVE MARINA DEL REY CA 90292 - 5508 FALZONI, VICTORIA A 1487 GROVE ST CLEARWATER FL 33755 - 5215 HUGHES, JOHN S HUGHES, FRANCES E 3601 LAKESHORE RD LEXINGTON MI 48450 - 9227 WALKER, LUCY A 1463 GROVE ST CLEARWATER FL 33755 - 5215 SPANGLE, FORREST E 1453 GROVE ST CLEARWATER FL 33755 - 5215 SANCHEZ-RESENDIZ, MAXIMILIANA 1460 LAURA ST CLEARWATER FL 33755 - 5223 CHAMPLIN, SUZANNE E 1470 LAURA ST CLEARWATER FL 33755 - 5223 ZIMMERMAN, CATHERINE A PEDECONE, DANIEL 1484 LAURA ST CLEARWATER FL 33755 - 5223 PARISI, MADELINE 24 N HIGHLAND AVE CLEARWATER FL 33755 - 6046 BELCHEk FAMILY PTNERSHP fANCE, HERSCHEL E JR ONDS, MARGARET LTD VANCE, SHARON D 1483 LAURA ST BELCHER, JOHN C 1415 QUAIL DR CLEARWATER FL 33755 - 5224 975 BAYSHORE BLVD N DUNEDIN FL 34698 - 9231 SAFETY HARBOR FL 34695 - HUNT, ROBERT W THOMAS, DAVID KILGO, ROBERT M HUNT, SANDRA R 1471 LAURA ST PO BOX 15722 4125 RIDGEMOOR DR CLEARWATER FL 33755 - 5224 CLEARWATER FL 33766 - 5722 PALM HARBOR FL 34685 - WALTER, TRACY G SHEPPARD, NORMAN THE PLENNERT, MARGARET D 577 NORMANDY RD SHEPPARD, SONJA L THE 1450 CLEVELAND ST MADEIRA BEACH FL 33708 - 1010 UNIVERSITY DR W CLEARWATER FL 33755 - 5205 2315 CLEARWATER FL 33764 - 4832 ARRIGONI, DAVID IATROPOULOS, HARRIS HANSON, JEROD 1371 SUMMERLIN DR MANOLAKOS, GEORGE HANSON, JULIE CLEARWATER FL 33764 - 2878 5120 SAMSON BLVD 1468 CLEVELAND ST CHOMEDEY LAVAL PQ H7W CLEARWATER FL 33755 - 5205 2J1 00030 - COURNOYER, PIERRE COURNOYER, PIERRE BRICOUR DEVELOPMENT INC COURNOYER, LOUISE COURNOYER, LOUISE 1135 PIERCE ST 1476 CLEVELAND ST 1476 CLEVELAND ST CLEARWATER FL 33756 - 5723 CLEARWATER FL 33755 - 5205 CLEARWATER FL 33755 - 5205 BRICOUR DEVELOPMENT INC BELCHER FAMILY PTNERSHP BELCHER FAMILY PTNSHP LTD 1135 PIERCE ST LTD BELCHER, JOHN C CLEARWATER FL 33756 - 5723 BELCHER, JOHN C 975 BAYSHORE DR N 975 BAYSHORE BLVD N SAFETY HARBOR FL 34695 - SAFETY HARBOR FL 34695 - 3201 GIBSON, DAVID L DUVALL, KEVIN FLAHERTY, BRIAN GIBSON, IVY V 1487 CLEVELAND ST 1135 PIERCE ST 1495 CLEVELAND ST CLEARWATER FL 33755 - 5206 CLEARWATER FL 33756 - 5723 CLEARWATER FL 33755 - 5206 FLAHERTY, BRIAN FLAHERTY, BRIAN COURNOYER, LOUISE 1135 PIERCE ST 1135 PIERCE ST 1135 PIERCE ST CLEARWATER FL 33756 - 5723 CLEARWATER FL 33756 - 5723 CLEARWATER FL 33756 - 5723 BENJAMIN, AUGUSTUS OWENS, CORNELIUS E MANNING, SYLVIA BENJAMIN, PATRICIA H OWENS, BARBARA L 1457 CLEVELAND ST 1469 CLEVELAND ST 1465 CLEVELAND ST CLEARWATER FL 33755 - 5206 CLEARWATER FL 33755 - 5206 CLEARWATER FL 33755 - 5206 BOGACKI, JOZEF BOGACKI, JOZEF BOGACKI, JOZEF PO BOX 1077 PO BOX 1077 PO BOX 1077 CLEARWATER FL 33757 - 1077 CLEARWATER FL 33757 - 1077 CLEARWATER FL 33757 - 1077 BOGACKI, JOZEF PO BOX 1077 CLEARWATER FL 33757 - 1077 VATORE, MARIE T 1581 MAYFLOWER AVE BRONX NY 10461 - 5445 FLAHERTY, BRIAN 1135 PIERCE ST CLEARWATER FL 33756 - 5723 DANOKARAS, VASILIOS THE DANOKARAS, DIMITRA THE 107 N GLENWOOD AVE CLEARWATER FL 33755 - 6021 EGOSI, NOAM EGOSI, MARIANA 1483 PARK ST CLEARWATER FL 33755 - 5331 TOWNSEND, FLORENCE G 1471 PARK ST CLEARWATER FL 33755 - 5331 BREGU, SELAM BREGU, RIFABE 1461 PARK ST CLEARWATER FL 33755 - 5331 STEINMANN, KURT W STEINMANN, CYNTHIA 330 ROEBLING RD S BELLEAIR FL 33756 - 2037 ROSA, PETER H 1436 PARK ST CLEARWATER FL 33755 - 5326 Hillcrest Neighbors 1420 Forest Drive Clearwater, F133755 ,OZER, CORALEA 1460 PARK ST CLEARWATER FL 33755 - 5330 COURNOYER, LOUISE 1135 PIERCE ST CLEARWATER FL 33756 - 5723 COURNOYER, LOUISE 1135 PIERCE ST CLEARWATER FL 33756 - 5723 JOY, RONALD C JOY, JANICE R 1777 SAINT PAULS DR CLEARWATER FL 33764 - 6461 GOVAN, JULIE E P O BOX 1871 DUNEDIN FL 34697 - 1871 SMITH, EMORY D 1467 PARK ST CLEARWATER FL 33755 - 5331 ZYNCHAK, YAROSLAV 1457 PARK ST CLEARWATER FL 33755 - 5331 STEINMAN, KURT 424 54TH AVE N ST PETERSBURG FL 33703 - Clearwater Neighborhood Coalition President Sondra Kerr PO Box 8204 Clearwater, F133758 - Hillcrest Neighbors 305 N Hillcrest Drive Clearwater, F133755 1;GER, ARLENE E 1462 PARK ST CLEARWATER FL 33755 - 5330 COURNOYER, LOUISE 1135 PIERCE ST CLEARWATER FL 33756 - 5723 YOANNON, GUSTAVO YOANNON, ALDO O 3222 LEE ROAD 250 SALEM AL 36874 - 1329 GRIGGS, MARION E THE GRIGGS, ORA M THE 1489 PARK ST CLEARWATER FL 33755 - 5331 PASQUALE, FRANK J PASQUALE, MATILDA 117 N BAY HILLS BLVD SAFETY HARBOR FL 34695 - 5004 MURILLO, HECTOR M 1465 PARK ST CLEARWATER FL 33755 - 5331 COLLINS, CHERIE A 1241 GROVE ST CLEARWATER FL 33755 - 4945 KEEFE, KENNETH H BRAZILL, GERARD H 14077 BAYSHORE DR N MADEIRA BEACH FL 33708 - 2210 FLS2006-06039 SK 1482 Cleveland Street • ' E & L SUPPORT SERVICES, INC. 521 Chestnut Street Clearwater FL 33756 Phone 727/466-6772 Fax 727/466-6882 email kencrete@aol.com FL Certificate of Authorization Number 7983 ' DRAINAGE REPORT ' For CLEWLAND STREET TOWNHOMES ' 1482 & 1486 Cleveland Street Clearwater, Florida 33755 June 30, 2006 ORIGINAL RECEIVED JUL 03 2006 PLANNING DE ?jj; CITY OF CLEARWATER ' PREPARED BY: E & L SUPPORT SERVICES, INC. 521 Chestnut Street, Clearwater FL 33756 ' FL Certifie of Authorization Number 7983 _ n r 0 2006 jr.. .10 _ BY: ' Kenneth FL Lie ' Unpublished Work @ 2006 E & L SUM H .Rdp4h; ?.F., • . ? " en??ilo=93 6 F ?A RigCES C. ALL RIGI IS RESERVED lV ' '~ r •? fi'r`' ? ?? r i 4P • F\ 0 •'.??'?: off` ,% ` t`t <<tt1ORtIW" CLEVELAND STREET TOWNHOMES DRAINAGE REPORT TABLE OF CONTENTS Project Narrative 1 ERP Application Section A 2 ERP Application Section C 8 ERP Application Section H 10 Letter of Authorization 11 Location Map 12 Aerial Photograph 13 FEMA Flood Map 14 USDA Soil Survey Map 15 Soil Profile (Subsurface Investigation) 16 Calculation Summary 20 Stage Storage Chart 21 Pond Cross Section 22 Maintenance & Operation Letter 23 Proof of Ownership 24 Reduced Site Plan 25 ORIGINAL RECEIVED JL l 03 2006 PLANNING utv, Cliff O CLEl?,ItYv,? i? • • CLEVELAND STREET TOWNHOMES STORMWATER NARRATIVE JUNE 2006 This proposed site/civil activity is based on the demolition of 2 existing residences and the construction of 4 attached townhomes at the 1482 and 1486 Cleveland Street site. Existing storm water runoff flows generally to the west and south to the curb line of Cleveland Street. It is proposed to remove the existing improvements and construct new attached dwellings, plus asphalt paving to accommodate driveways and parking for 5 cars. The proposed storrnwater retention pond at the southerly portion of the new development is designed to be in compliance with the current development standards of SWFWMD and the City of Clearwater. SWFWMD requires that the first '/2 inch of runoff be retained for water quality purposes. This volume will be stored below the overflow elevation. Recovery of the pond after a storm event will be achieved by percolation within the required recovery period because the depth to groundwater is approximately 3.4 feet below the pond bottom, and as such no mounding is anticipated. Overflow of the pond volume is controlled at elevation 71.7 by a horizontal opening in the straight curb, 1 foot wide, which will allow the stormwater to discharge to the curb line of Cleveland Street. A baffle will be installed across the overflow opening in the straight curb. The baffle will control the release of oils and other objectionable materials from the pond. ORIGINAL RECEIVED JUL 03 2006 PLANNING DEPAt nAENT CITY OF CLEARWATER • • FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION/ WATER MANAGEMENT DISTRICTS/ U.S. ARMY CORPS OF ENGINEERS JOINT APPLICATION FOR ENVIRONMENTAL RESOURCE PERMIT/ AUTHORIZATION TO USE STATE OWNED SUBMERGED LANDS/ FEDERAL.DREDGE AND FILL PERMIT ORIGINAL RECEIVED JUL 03 2006 PLANNING DEPAkIiv4ENT CITY OF CLEARWATER 2 i ?>rST p ENVIRONMENTAL RESOURCE ? PERMIT APPLICATION Q I ff x SOUTHWEST FLORIDA WATER Aa a ! MANAGEMENT DISTRICT r ?'c ???ac 2379 BROAD STREET BROOKSVILLE, FL 34609-6899 E (904) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 FOR AGENCY USE ONLY ACOE Application # DEPM/MD Application # Date Received Date Received Proposed Project Latitude N N O Fee Received $ Proposed Project Longitude -N -N 0 Fee Receipt # SECTION A PART 1: Are any of the activities described in this application proposed to occur in, on, or over wetlands or other surface waters? _yes X no Is this application being filed by or on behalf of an entity eligible for a fee reduction? _ yes X no PART 2: A. Type of Environmental Resource Permit Requested (check at least one) Noticed General - include information requested in Section B. _ Standard General (single family dwelling)4nclude information requested in Sections C and D. _ Standard General (all other projects) - include information requested in Sections C and E. X Standard General (minor systems) - include information requested in Sections C and H. _ Standard General (borrow pits) - include information requested in Sections C and I. _ Individual (single family dwelling) - include information requested in Sections C and D. _ Individual (all other projects) - include information requested in Sections C and E. _ Individual (borrow pits) - include information requested in Sections C and I. _ Conceptual - include information requested in Sections C and E. _ Mitigation Bank (construction) - include information requested in Section C and F. (If the proposed mitigation bank involves the construction of a surface water management system requiring another permit listed above, check the appropriate box and submit the information requested by the applicable section.) _ Mitigation Bank (conceptual) - include information requested in Section C and F. B. Type of activity for which you are applying (check at least one) X Construction or operation of a new system, including dredging or filling in, on or over wetlands and other surface waters. (If reapplying for an expired, denied or withdrawn permit/ application, please provide previous permit _ Alteration or operation of an existing system which was not previously permitted by SWFWMD or DEP. _ Modification of a system previously permitted by SWFWMD or DEP. Provide previous permit # and check applicable modification type. _ Alteration of a system _ Extension of permit duration _ Abandonment of a system _ Construction of additional phases of a system _ Removal of a system C. Are you requesting authorization to use State Owned Submerged Lands. _ yes X no If yes, include the information requested in Section G. D. For activities in, on or over wetlands or other surface waters, check type of federal dredge and fill permit requested: _ Individual _ Programmatic General _ General _ Nationwide X Not Applicable E. Are you claiming to qualify for an exemption? _ yes X no If yes, provide rule number if known ORIGINAL RECEIVED JUL 03 2006 PLANNING DEPAI :vIIENT CITY OF CLEARWATER 3 • PART 3: A. OWNER(S) OF LAND B. APPLICANT (IF OTHER THAN OWNER) NAME NAME Pierre Cournoyer COMPANY AND TITLE COMPANY AND TITLE Cournoyer Construction, Inc. Owner ADDRESS ADDRESS 1476 Cleveland Street CITY, STATE, ZIP CITY, STATE, ZIP Clearwater, Florida 33756 TELEPHONE ( 727 ) 449-9876 TELEPHONE ( ) FAX ( 727 441-3687 ( ) FAX C. AGENT AUTHORIZED TO SECURE PERMIT (IF AN D. CONSULTANT (IF DIFFERENT FROM AGENT IS USED) AGENT) NAME NAME Kenneth H. Roush, P.E. COMPANY AND TITLE COMPANY AND TITLE E & L SUPPORT SERVICES, INC. Agent ADDRESS ADDRESS 521 Chestnut Street CITY, STATE, ZIP CITY, STATE, ZIP Clearwater, Florida 33756 TELEPHONE ( 727) 466-6772 TELEPHONE ( ) FAX ( 727) 466-6882 FAX ( ) PART 4: PROJECT INFORMATION ORIGINAL A. Name of project, including phase if applicable: Cleveland Street Townhomes RECEIVED B. Is this application for part of a multi-phase project? _ yes X no C. Total applicant-owned area contiguous to the project: 0.23 Acres R?j O 3 ?Of1 U I D. Total project area for which a permit is sought: 0.23 Acres . E. Total impervious area for which a permit is sought: 0.18 Acres PLANNING DEPA F. Total area (metric equivalent for federally funded projects) of work in, on, or over wetlands or CITY OF CLEAR other surface waters:-0-acres or square feet (--hectar es or square meters) G. Total number of new boat slips proposed:_0 MENT ATER 4 0 E PART 5: PROJECT LOCATION (use additional sheets, if needed) County(ies) Pinellas Section(s) 14 Township 29 S Range 15 E Land Grant name, if applicable Tax Parcel Identification Number 14/29115138736/003/0410&0430 Street address, road, or other location 1482 & 1486 Cleveland Street City, Zip Code, if applicable Clearwater, Florida 33755 PART 6: DESCRIBE IN GENERAL TERMS THE PROPOSED PROJECT, SYSTEM, OR ACTPATY. The proposed project will consist of construction of 6 new Town Home Units with associated infrastructure such as storm water detention/retention facility, utilities and landscaping. PART 7: A. If there have been any pre-application meetings for the proposed project, with regulatory staff, please list the date(s), location(s), and names of key staff and project representatives. Date(s) Location(s) Names N/A B. Please identify by number any MSSW/WRM (dredge & fill)/ERP/ACOE permits or applications pending, issued or denied and any related enforcement actions at the proposed project site. Agency Date Number/ Type Action Taken N/A ORIGINAL RECEIVED DUI 03 2006 PLANNING DEP,?kh 2 CITY OF CLEARWATER • Submerged lands. Please provide the names, addresses and zip codes of property owners whose property directly adjoins the project (excluding applicant) and/or is located within a 500 foot radius of the project boundary (for proprietary authorizations, if any). Please provide a drawing identifying each owner and adjoining property lines. (Use additional sheets, if needed). 1. NIA 2. 3. 5. 4. 6. PART 8: A. By signing this application form, 1 am applying, or I am applying on behalf of the owner or applicant, for the permit and/or proprietary authorizations identified above, according to the supporting data and other incidental information filed with this application. I am familiar with the information contained in this application, and represent that such information is true complete and accurate. I understand that knowingly making any false statement or representation in the application is a violation of Section 373"430, F.S. and 18 U.S.C. Section 1001" I understand this is an application and not a permit and work prior to approval is a violation" I understand that this application and any permit or proprietary authorization issued pursuant thereto, does not relieve me of any obligation for obtaining any other required federal, state, water management district or local permit prior to commencement of construction. I agree, or I agree on behalf of the owner or applicant, to operate and maintain the permitted system unless the permitting agency authorizes transfer of the permit to a responsible ORIGINAL RECEIVED J UL 03 2006 PLANNING DEp,?,t?; CITY OF CLEARW.?7"F? B. AN AGENT MAY SIGN ABOVE ONLY IF THE FOLLOWING IS COMPLETED: ' I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my corporation, as the agent in the processing of this application for the permit and/or proprietary authorization indicated above; and to furnish, on request, supplemental information in support of the application. In addition, I authorize the above4isted agent to bind me, or my ' corporation, to rform any requirement which may be necessary to procure the permit or authorization indicated above. Kenne h . Roush, P.E. Agent Ty nt Name of r li Corporate Title, i applicable June 30, 2006 Sig ure of Owner or Applicant Date C. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING: I either own the property described in this application or I have legal authority to allow access to the property, and I consent, after receiving prior notification, to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Southwest Florida Water Management District and the U.S. Army Corps of Engineers necessary for the review and inspection of the proposed project specified in this application. I authorize these agents or personnel to enter the property as many times as may be necessary to make such review and inspection. Further, I agree to provide entry to the project site for such agents or personnel to monitor authorized work if a permit is granted. D. I certify that the engineering features of this surface water management system have been designed by me or under my responsible charge and in my professional opinion conform with sound engineering principles and all applicable rules ands ifications. 1 further agr at I or my engineering firm will furnish the applicant/ permittee with a set of guidel' and schedules form 'nt an and operation of the surface water management system. By: Kenneth H. Roush, P.E. T ut n Meer o ecord Name (please We) L No 33366 :.• t; y''e? - ° Inc. E & L Support Services ?,w , t t,A! u' ! A F F 6X S E A L! Company Name 521 Chestnut Street ` D>A ` company dress - ,,1727. j 46$-6772 Clearwater, Florida 33756 Phdne? City, State, Zip ORIGINAL RECEIVED ?11' 1 03 2006 CITY 01= CLEAi<.:. 0 • ENVIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET BROOKSVILLE, FL 34609.6899 (904) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 SECTION C ENVIRONMENTAL RESOURCE PERMIT NOTICE OF RECEIPT OF APPLICATION This information is required in addition to that required in other sections of the application. Please submit five copies of this notice of receipt of application and all attachments. PLEASE SUBMIT ALL INFORMATION ON 81/2" BY 11 PAPER. Project Name: Cleveland Street Townhomes County: Pinellas Owner: Pierre Cournoyer Applicant: Kenneth H. Roush, Agent. Applicant Address: 524 Chestnut Street. Clearwater, Florida 33756 1. Indicate the project boundaries on a USGS quadrangle map, reduced or enlarged as necessaryto legibly show the entire project. If not shown on the quadrangle map, provide a location map that shows a north arrow, a graphic scale, Section(s), Township(s), and Range(s), and detail sufficient to allow a person unfamiliarwith the site to find it. See This Drainage Report and Plan Sheet CIA 2. Provide the names of all wetland or other surface waters that would be dredged, filled, impounded, diverted, drained or would receive discharge (either directly or indirectly), or would otherwise be impacted by the proposed activity, and specify if they are in an Outstanding Florida Water or Aquatic Preserve: None 3. Attach a depiction (plan and section views), which clearly shows the works or other facilities proposed to be constructed. The depiction must use a scale sufficient to show the location and type of work. See Plan Sheets C3.1 and C6.1 4. Briefly describe the proposed project (such as "construct a deck with boat shelter", "replace two existing culverts", "construct surface water management system to serve 150 acre residential development"): See Project Narrative in this Drainage Report. 5. Specify the acreage of wetlands or other surface waters, if any, that are proposed to be disturbed, filled, excavated, or otherwise impacted by the proposed activity: None. 6. Provide a brief statement describing any proposed mitigation for impacts to wetlands and other surface waters: N/A FOR AGENCY USE ONLY Application Name: Application Number: Office where the application can be inspected: NOTE TO NOTICE RECIPIENT: The information in this notice has been submitted by the applicant and has not been verified by the Southwest Florida Water Management District. It may be subject to change prior to final agency action. ORIGINAL RECEIVED FORM 547.27/ERP(8-94)C JUL 03 2006 PLANNING DEPAeTjWeNT CITY OF CLEARWATPp 0 • ENVIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET BROOKSVILLE, FL 34609-6899 (904) 796-7211 OR FLORIDA WATS 1 (800) 423-1476 ' SECTION H INFORMATION FOR STANDARD GENERAL ENVIRONMENTAL RESOURCE ' PERMITS FOR MINOR SURFACE WATER SYSTEMS ' To obtain a Standard General Permit for a Minor Surface Water Management System, the project must meet all of the requirements of Section A, Part 1 OR one of the requirements of Section A, Part 2 and both of the requirements of Section A, Part 3. Indicate which thresholds apply to your project and submit the information requested in Section B. A. Project Thresholds Part 1. X_ The total land area does not equal or exceed 10 acres; _X_ The area of impervious surface will not equal or exceed two acres; _X_ Any activities to be conducted in, on or over wetlands or other surface waters will consist of less than 100 square feet of dredging or filling; _X_ The activities will not utilize pumps for stormwater management; The activities will not utilize storm drainage facilities larger than one 24 inch diameter pipe or its hydraulic equivalent; _X_ Discharges from the site will meet State water quality standards, and the surface water management system will meet the applicable technical criteria for stormwater management in the Basis of Review; _X The proposed building floors will be above the 100-year flood elevations; _X_ _ The surface water management system can be effectively operated and maintained, and; _X_ The proposed activities will not cause significant adverse impacts to occur individually or cumulatively. Part 2. 40D-4.051(4) - DISTRICT PERMIT RECEIVED PRIOR TO OCTOBER 1, 1984 40D-4.051(6) - NOTICED DRI/PHASED PROJECT APPROVED PRIOR TO OCTOBER 1, 1984 40D-4.0510 - NORMAL AND NECESSARY FARMING AND FORESTRY Part 3. _X Discharges from the site will meet State water quality standards, and the surface water management system will meet the applicable technical criteria for stormwater management in the Basis of Review described in Rule 40D-4.091(1), and _X_ The Surface Water Management System can be effectively operated and maintained. ORIGINAL RECEIVED JUL 03 2006 FORM 547.27/ERP(8-94)H PLANNING DEPAit:iv-t=NT CITY OF CLEARWATER 9 ? B.. 0 0 Technical and Legal Information 1. Provide a copy of the boundary survey and/or a legal description and acreage of the total land area of contiguous property owned or controlled by the applicant, including the project site. See This Drainage Report and Plan Sheet C1.1 2. Provide recent aerials, legible for photo interpretation with a scale of 1" = 400' or more detailed, with total land, project area and any on-site wetlands delineated. See This Drainage Report and Plan Sheet CIA 3. Provide a detailed topographic map (with contours) of the site and adjacent hydrologically related area. The location and description of bench marks (minimum of one per major water control structure) should be included. See Plan Sheets C2.1 and C3.1 4. Describe the location, size (n acres) and type of any on-site wetlands or other surface waters. None 5. Provide the project site development plan and acreage of the total area of impervious surface. See This Drainage Report and Plan Sheets CIA & C3.1 6. Provide the Surface Water Management System design plans, calculations and reports signed and sealed by a Florida Registered Professional Engineer, as required by law. See This Drainage Report and Plan Sheet C3.1 7. Provide construction drawings signed and sealed by the design engineer showing the location and details of the Surface Water Management System including but not limited to any preserved wetlands, lakes, culverts, pipes, under drains, exfiltration trenches, discharge structures, pumps and related facilities such as paving, grading and erosion or sediment control measures to be employed. Plans are provided. 8. Indicate type of water quality treatment system used: Wet detention _ Off-line retention _ On-line retention _ Off-line exfiltration X On-line detention w/ effluent filtration _ Other (explain) 9. If a Water Use Permit has been issued for the project, state the permit number. N/A 10. Indicate how any existing wells located within the project site will be utilized or abandoned. N/A 11. Provide a letter or other current evidence of potential acceptance by the operation and maintenance entity, if the entity is to be a public body such as a city or drainage district. If the entity is a homeowners or other association, final draft documents verifying either the present or imminent existence of such an organization and its ability to accept operation and maintenance responsibility are required. Included in Drainage Report ORIGINAL RECEIVED ..!J! 03 2006 FORM 547.27/ERP(8-94)H CM s i C3p° /O 0 t Page 6 of 6 ATTACHMENT A-LETTER OF AUTHORIZATION ' This letter will serve as authorization for Kenneth H. Roush, P.E. with E & L SUPPORT SERVICES INC. to act as an agent for LOUISE AND PIERRE COURNOYER to execute any and all documents related to securing site permits and approvals for the construction on the ' prope 'es generally located in Section 14, Township 29S, Range 15E, at 1482/1486 Cleveland Str 1 within hlas County, in the State of Florida. ?P?re-/C?' ???? (CL2?t Y ' Name of Corporation (Property Owner) Address of Corporation 2r-1 31 Tel one Numb Officer Officer State of Florida The foregoing instrument was acknowledged before me this County of Pinellas G ?0 day of (month), 2006 by who (name of owner) (title) is Hall down to me OR who has produced (circle appropriate one) as identification and wh di did not) (type of identification) take an oath. (SEAL) Notary Public {Signature) ?.. N.NN........N...N.....N..NM. erutanCO ca,,,,,? M 000 Commission # 1J 317' % 1 tQ e«+d.a tlw (W*03 ys2646 Name of Notary typed, Printed P?o?da N ` ................. ?Y A.4 ma ' - or Stamped ORIGINAL RECEIVED JUL 0 3 2006 PLANNING DEPARTMENT CITY OF CLEAR ER • • _ 19 13 t71 3 ' i I LI ? a 6 I _ d 3 4 2 3 S ? Ik?I ;f1 I, GRIEVE 3 ! 1 i ! LAURA I ? I IS I'i 113 Ic? :1 STY 6 ° 5 rD El 14 14 I' II ??? 3 ILI 1 i. r. PIERCE 57REE7 ?) ?i} ,1 rl 15 ? I 4 ?' 3H `y I 17 19 (? c,, ?? 2C c3 Ca 2 I 7 L t3 t, > ?rl .5 se IT G i 9 3 4 i i I 9 ' 6 `? 20 15 18 17 lim Z J STREET 24 3 _4 2? ' c 1 F ,G r 6 17 L 16 ;n Is CREST RECEIVED N SAC 14, TWP 298, P-GE 15E JUL 03 2006 LAT 2V 5T 56" N LONG 820 46` 33" W/ PLANNING DEPARTMEM LEGAL DUSQ2IP'ITON CITY OF CLEARWATER LOTS 41, 42, 43, & 44, BLOCK C, HIGHLAND GROVE, ACCORDING TO MAP OR PLAT N T S THEREOF AS RECORDED IN PLAT BOOK 6, PAGE 75, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. E & L SUPPORT SERVICES, INC. LOCATION MP 571 CHESTNUT ST CLEARWATER FL 73158 PH 177/14868711 FM(727) i( e1re"t kenaete?ad.caTH Name:'C )'I-)N(:)lE0 (I'0NNM0DE,, b 1-482: I4,8o Cleveland tit. (_1eaArafer. F1,3-Y") rem NBNMT133.ROUMMS333K Pareel14-29-15-3 0rlXl?1 1L1 l ?V lt? LD.No: Date ITr1e :A?. 'L?k?b Sheet No. 12 CLEVELAND 1 n Ilb ° k I t? r E I r t l k fj [F[ [[` € I rE L 1 : I LI! x 5 , vi 10 k [ fr k' I i [fit! 41, 42, M A ,p. EP CK carH r' ,11 '{eye X . !FI r DA, A ton All, [ { b.4WIN 44 11 I ZONE !• 46, 52.5 " X 5a f Z cRESTVIEIM ST 15 10 X X ZO E A APPROXIMATE SCALE NATIONAL RON INSURANCE PRORRAN • P. 2OF 15 E iris 1s an omclal coprr We pomon of the atlova referenced flood map. It was extracted using F-MIT On-Line. This map does not reflect changes or amendments which may haw been made subsequent to the date on the title block. For the latest product Information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at www.msc,fema.gov FIRM ROOD INSURANCE RATE MAP PINELLAS COUNTY, FLORIDA AND INCORPORATED AREAS PANEL 119 OF W (SEE MAP INOEx FOR PANELS NOT PRINMO) mmkvNn &MM Pa ar o""AWS,o eI bl1111 aqi n uvwo.an a >sua ma n NraU.N C01J1rY tlN7• Pp N 11014 b Wx: M MAP /1UM1n1 YiOMp bYOw Natl 01 u111" Eol.04d0p stlY,t 11. COMM?UNMY.Ni? 'a tMWtl M arl M Nlunns lenmbM. ?, MAP NUMBER. 12103008IL4 NAP REVISED MAY 1l, 2005 PedeW Etttamcy Maaat;aateat 4-cy f ?- 0 C co C= 0 0 C" ROGERS STREET ri•:1 rl?vrniart r.,?rr. G•.r.. < u ,.?NUrVx,r.?slc'ty F`c•t.:ll r•r,vi t •.i. lt,t:. PINEL.L.AS COUNTY, FLORIDA NO, 1 i V ^tar? w..#?r ! '•e?'?e z ? I -....... ?2 - ` 'i'?°J r?r ?,? 1`i; r 'C 1 G a I I <t Q. p .7 r; . , • t i ? t?? ?_ r f:?. _ 4 < k t. 4?. t ? a. .j ? !i,q, lr a rl :.l m?a•, mt •??' ,?s ,. q", (:may c- ? ,,.{„, y ??`a4+'' yy? t °r(C .r .:r.`p $apy+,s ri•1?"r M a I• '"a ?` „ r j;K, t?. ?4 k } ? i ? t b1?ht t: • ?? F i 7,- a?1+ ??. yy• d?ppii 4 .. w..? +@'. -1a t,?ill a 7 f2 .•?? jilpTPd'ti' E ri» y r ) C _ i •? „f v i SY ? yS +j*? M1 a i. I c -A S •, Ids ? : r, , 'i ri F/",'('r` `? rq-:'+'? f 11:;5'?r .3? i? ? ""y. ! i'?' au?{ 'lbw. .,•,,.? , ' s - 1 y ?r 41-41, + ' I K x i.-Jt ....i-t? ? ?, r S IT ?'1r"">--?`r-'y ., ?p i ?'i ,.V1'`? Y 5111 ?Ly ?i ; ?y .- t "!d .,arl?'a' -...aF?•t ?'t.?}? ??$ ".:r vi •+! r t ,. , ? . Z Wr ? .t S•' ? ??''yy V y31'? I .crt)'•: yet ? S ? mt•?,'_r W fC'. ? + , `- . Ik"'L - ,fj .4' • ,.•fa:Cm..."., Ui1- s` e k - w? _'C`sn 1F an=, ins sheet 10) T 29 S. y'-a ter' Pl-, ? '1# a1 •' ?fli` ?.? ?'°° , .r _ -'`-;.r?' P ? ? ,? +4 '}-,'+??.E•.?X M ar f?'.f< i l f *..Y??"#"' ? .?.. ,:r" a!''`. e'±, rt •'E- - w II .'f. q ..r ?C ???ai,Y..i'1?? `"'r ;w8 rr•: !?' C t eta r a£?tr • { a» .av e ?F .T ? F-r « < ? r . r,"<r dy ?` . ? C ;z y •p 1 W c a ?a z t r; -Zt s s i a• C ?2K • m rA' " '*wh >ax ,1" ji g r??? ' w Z + - > Iii'" .-t. D e .,i3`'• T. '? f ? ? r+'' i, ? .r 'iy' .. k?7 dir. ? e ? '?" aya° r r Q-5 ? `$, ° ' ? s 1_v j?A? °'?°'• x.'-" i py, 1 , ' Y GA'S" "r^"r?-(}?,,k i E'C»+3•y N :'"il i.•'.-. ?S A ~"?`# t '' ....Y} - r?, f 2 +na b ?' f r.,R ?s?, l r ??r • i, j a W thi ?.."^ ?C z a ixs Fk . 1 w I+Y T7 JI a `"r_,.1 i} f. « ,vet >°` 5 ?, .} .F. '.ye v CAD { ?'?1`'y °N1.'''?' ;, 'iF'. ti??:a-? r.>#•. w J lip I? .. ? "'? ? N a a? ,10 Q J °' t ,? ?+ '_' ,m; •9 ? •; ` I ;e' \' ? ???t `° q ' ? ? `""r-? .?°'Mr'+p+.'?X G-Di t i '. 1 a} r^ f°( rnk Z f r•.A • 1?" I1 !f .rt ST \ ??< J; •=y.y..w f'V\ '?' O'•? I ,aa ie+ ?'.'1'1?' 7 ° • ..a.. s jla;r?. .[r. ra ^ r:?•,, +~r . ? 4.t. "a- a N ? 3' + ? . ' r y ' •`? ? /+' J •? 1" "r?F.? ??L????'r'ry? r c J ?, 3 L l ?' 4 rn I vi D R I G G E R S E N G I N E E R I N G S E R V I C E S I N C O R P O R A T E D Geotechnical Engineering & Construction Materials Testing June l9. 2006 E&I. Support SCIWICCS. Inc. 521 Chestnut Street Clearwater. Florida 33756 ;attention: Mr. lun Roush RE: Results of seasonal High Groundvvater Estimate 1432 & 1486 Cleveland Sheet Clearwater, Florida Our File: L067546 Our Report: 01 Dear Mr 1tinlSll: Pursuant to your request. DRICGERS ENGINEERING SERVICES, INC. (DI SI) has performed an eight Foot (8.0') hand au11ur boring at a location IdellLl[led Sketch. File Soil (1x01"Ile \\aS \'ISUaII-11 ldc 1t111tC1 from exiting grade to the buring termination depth ' ii in accordance with the Unified Soil Classification. Sealed jar samples were obtained horn each different strata and returned to the laboratory for engineering review. The groundwater level below existing (_)rad was not encountered as stated on the attached boring lo`__. In rcvie\\. of the U.S.D.A. Soil Survey of Pinellas County. we find the property to be located in the "IX" Urhan I,and Soil 'Series (neap 11) with no estimated seasonal high. Since the boring was perlorlned after heavy ralnlall and the groundwater was below eighL Icet (8.0'), it would be our estimate that a seasonal high of some six feet (6.0') Could be used. ORIGINAL RECEIVED JUL 03 2006 PLANNING DEPAfZINIENT CITY OF CLEARWATER ' Sarasota Clearwater Tampa Phone: 941.371.3949 12220 49th Street North • Clearwater, Florida 33762 Phone: 813.948.6027 Fax: 941.371.8962 Phone: 727.571.1313 • Fax: 727.572.4090 Fax: 813.948.7645 saroffice@driggers-eng.com clwoffice@driggers-eng.com / tpaoffice@driggers-eng.com • I)RIGGERti 14 , NGINFFIZING SERVICES INC. apprccMte; the opportunit.\ to ZIs.i?,t SOU on this project. Slululd you have Ill\ t IIlCStiOlIS Oil till', I-C11e11-L IIICCI.Sc Rio not hesitate to cotltacL IIIIS Ot iCe It V??lll" Ctlll\'elllellee. ResPectlull% submitted: DRIGGERS ENGINEERING SERVICES, INC. ,ZZ ,.e?o _ ( I / /7 P. belt E. NenJand.. -,T 24764 ConstructiOll SCIAACCS MIZI aL - lle Drig?-ers. I'.I-.. 1' sidellt FL Registration No. 16959 REN/sa Copies: (3) I; S'- 1. SuI.)POrt Sel'viceS. Inc. ORIGINAL RECEIVED l' 9!? 03 2006 PLANMN!, .. CITY 01 C:L ,ikYv,•.;cll '? D R I G G E R S E N G I N E E R I N G S E R V I C E S I N C O R P O R ATE D Geotechnical Engineering & Construction Materials Testing Project: 1482 & 1486 Cleveland Street Client:. E & L Support Services Technician: R. Velasquez Water Table: Completion Location See Sketch Date: 06/13/06 Depth: 8-01 Type of Test: Hand Augur Test Number: HAI EL EV. DESCRIPTION DEPTH (FT.) REMARKS Light Brown Fine SAND (SP) I Very Light Brown Fine SAND w/ 2 Trace of Roots (SP) 3 Tan Fine SAND (SP) 4 5 Light Gray Fine SAND (SP) 6 Light Brown Fine SAND (SP) 7 Med Brown Fine SAND (SP) 8 9 IO 1 ORIGINAL RECEIVED 12 JUL 03 2006 PLANNING DEPAg1iA rNT 13 CITY OF CLEARWATER 14 15 I? Jun 02 06 01:35p p.2 1\ s' 1 \ ,(P) F5 ? s s' 1 asa?? \ LOT 42 \ rsi 1 \ LOT 41 LLLL LLLL LLLLLLLLLL c ; LLLLLL? LLL LL-1L STORY-LL LLB iFRAME• t_L LLRESIDENCE L LLLLLLLLLL LLLLLLLLL LLLLLLLLLL 10' 21- /A LOCJ 100'( P 0 P) G ' 1 1 f LOT/ 44) 6%6%16'%20' 20_ 5 .2139' 1 e" LOT 43 / l " ? I #16 / I rs- LLLL I 1 LL LLL LLL L LLLL J LLLLL LLLLL LLU E LL 1 STORY _L LLL LLL Fk ML L H " 24' 28" I I?? 1 50'(PA,,..• -L 11 •. 100 (P) - --? --- -?-- -L- --- ® - ---- • i Parcel I.D. No. 14-29-I5-38736-003-0410 & 0430 N Address: 1482 + 1486 Cleveland Street Clearwater FL 33755 WALE r---w e a suPPfxtr seRVs, INC. werra.MU.n SOIL BORING LOCATION mew.awrat.auRwb'en:Jreaw+mn.r.oR ' R CQ?t ? ?1?IiR X61 *Ml? . i? M, WM Nl1Wl1N ILtOWN,Tints ttoA Lmrm ft. 0612 Oafs E??? Sheet No. 1/2 JU 03 2006 Iq PLAWiii-- - - ', Y Ur ,?. le Akv, • CLEVELAND STREET TOWNHOMES CALCULATION SUMMARY June 2006 EXISTING CONDITIONS: 9 Buildings: 3,204 s.f. X 0.475 = 1,521.9 Walks/Drives 749 s.f. X 0.475 = 355.8 Pervious: 9,048 s.f. X 0.200 = 1,809.6 13,001 3,687.3 Cpre = 0.28 Assign Tc= 1Hour Area= 13,001 s.f. 0.30 Acres. Qpre= 0.31 c.f. Qpre=0.28 x 3.73in/h x 0.3Ac--0.3lcfs (25 year, 1 hour event for City) PROPOSED CONDITIONS Buildings: 3,682 s.f. X 0.95 = 3,497.9 Walks/Drives 4,842 s:f. X 0.95 = 4,599.9 Pond: 784 s.f. X 1.00 = 784.0 Pervious: 3,693 s.f. X 0.20 = 738.6 13,001 9,620.4 CpOst = 0.74 Water Quality Retention Required (SWFWMD): Volume = 13,001 x 0.5 /12 = 542 c.f. Volume Required for 25 year, 1 hour storm (City): Volume = (0.74-0.28) x 3.73 x 0.3 x 3,600 = 1,853 c.f. ORIGINAL. RECEIVED JUL 03 2006 PI.A NI,!IN(, i. uP ARTNIENT C i t d C CL[AkWATER to 0 CLEVELAND STREET TOWNHOMES POND STAGE STORAGE DATA BOT. EL.= D.H.W. EL. T.O.B. EL.= 9 STAGE ft-NAVD AREA SF AREA AC STORAGE CF 69.20 30 0.0007 0 69.70 91 0.0021 30 70.70 305 0.0070 228 71.70 784 0.0180 773 72.7 889 0.0204 1,609 TOTAL QUALITY CALCULATIONS: DRAINAGE AREA = 13,001 S.F. REQUIRED WATER QUALITY DEPTH = 1/2 IN. REQUIRED WATER QUALITY VOLUME = 542 C.F. PROPOSED OUTFALL ELEVATION = 71.7 FT. TOTAL VOLUME PROVIDED @ 71.7 773 C.F. ORIGINAL RECEIVED JUL 03 2006 PLANNING DEj. t CITY OF CLEAR-,,,i'ttR T ZI E 5' S _T N N Wo PSI ?A r, m O r17 r C.l? V T Ali Al.; vVIIV. 1 nu ..JTvv 1 JI SECTION A-A N.T.S. E & L SUPPORT SERVICES INC. 521 Chestnut Street Clearwater FL 33756 Phone 727/466-6772 Fax 727/466-6882 email kencrete@aol.com FL Certificate of Authorization Number 7983 June 30, 2006 Mr.and Mrs. Pierre Cournoyer 1476 Cleveland Street Clearwater, Florida 33755 Re: Cleveland Street Townhomes 1482 & 1486 Cleveland Street Clearwater, Florida 33755 Subject: Maintenance & Operation of the Retention Basin Dear Mr. and Mrs. Cournoyer In accordance with the rules and regulations of the Southwest Florida Water Management District, we are required to furnish you with instructions for maintenance and operation of the storm water facility. The stormwater facility is designed to contain a certain volume of stormwater runoff, with an overflow structure to regulate the level of the water in the pond, and discharge the overflow to the existing curb line of Cleveland Street. The volume of water in the pond should be discharged naturally through the grass by percolation. The total volume, when the pond is full, should take about 24 hours to be discharged through the side slopes and bottom of the pond Here are some suggested procedures to keep the system functioning property: Grass clippings and other vegetative debris should be removed from the area within and surrounding the pond. The bottom and sides should be kept clear of debris so as not to impede the natural percolation. Periodic removal of built-up silt may be required to rejuvenate the percolation rate. It is required that loosening or scarification of the pond bottom and sides be done every six months, minimum. Remember, alteration such as filling or excavating any part of the pond is not permitted without prior approval from all applicable governing agencies. Your "Management of Surface Water Permit° may also include a number of additional conditions which must also be met. If any questions arise, please contact me. UPPORZS VI E . Aen , H. Roush, P.E. KHR:az ORIGINAL RECEIVED JUL 03 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 95 •Pp? ??1 Is "G n 02 f m 71 0 O En m0 mZ ?. v? o --I o, ® ! YL '%w"vr Z •Ow Q r-w r-w 1. NO STRXTU E DR LANDSUPE MAY BE INSTALLED WNCN WI L OBSTRIXT MEW L S A ALEVEL M WTETNEEN !S•ABOVE GRADE 4NID AtOG ABOVE GRADE NITNW TIE , elolrt DISTANCE TRIANGLE. / A 3' ,41 OM1tMU ?A s S9'S8'29n E(M) 95.98'(M) .'' ,''9 ?a :reer?ea? O < 1 ? E? g A 14M1 'o - ? rnrnrris ,?„?• O ® 1 , s sr?Al?ee. e?ooesanw?o ?? IIVO•m 11[ Ell ` • 4A IAIA11 ,n1t Cw.M ' w,? •? .¢a? W '? •,•?' ,1K:` ea, ;?.,r i:?w ra.e w,m 06.19 1Y?•,'? -:+.Fti^:??ttiy `: e•: c. '_? ~` ;t;i11,^ I C)? ?4? o-a•.w as :ate E?i }}i:;,.q:: •' ..c, °.`'°•I?Wkl:?• •.•. •?,``.•,,. y': T: ?.":.~'',7 y?F.:L! Cf• •?\wwR.i ,!5`?.?? r.::l?+???, w v n mom A3' ,.: .. aw w Na..»•e?. SITIMA ,?. .. 14" 111111:11101c , ? " 1Q '? Q ?Ir4 CLEVELAND ST. "';`•? V • '. ; TOWNHOMES Y oA? {r' ?i? 1462-1166 CLEVELAND ST. -- 80; R?W CLEARWATER FL, 99766 SITE, DRAINAGE AND UTILITIES SURVEY DATUM NAVD 1966 PLAN ?OA6i 1'rq s • 9 r C3.1 Tree Inventory ORIGINAL Cleveland Street Townhomes RECEIVED Clearwater, Florida JUL 14 2006 July 1, 2006 PLANNING DEPARTMENT CITY OF CLEARWgTER Prepared by: Alan Mayberry, Consulting Arborist For: Pierre Cournoyer The following report is submitted by Alan Mayberry, Consulting Arborist, and includes findings that I believe are accurate based on my education, experience and knowledge in the field of Arboriculture. I have no interest personally or financially in this property and my report is factual and unbiased. This report is the property of Pierre Cournoyer and will not be given to other entities unless so directed. Tree Canopy Analysis and Preservation Strategies The subject site is comprised of two residential lots with existing single family homes. The tree canopy is comprised of two native sand live oak (Quercus geminata) trees that pre-existed the construction of the existing homes and a mixture of native and exotic trees and palms that were planted or grew from wild seed. The trees in this group include horsetail Australian pine (Casuarina equisetifolia), laurel oak (Quercus laurifolia), cherry laurel (Prunus caroliniana), sabal palm (Sabal palmetto), queen palm (Syagrus romanzofana) and Japanese yew (Podocarpus macrophyllus.) The potential for significant tree preservation is minimal due to the condition and the species on this tract of land. The dominant tree on this site is the Australian pine tree which is an undesirable exotic tree that is on the Florida Pest Plant Council's category one list for nuisance invasive tree species and as such is required by State of Florida Statute to be removed during development or redevelopment of property. The best opportunity for tree preservation is the two sand live oak trees as they have good health and structure. The following tree inventory will identify each tree by its size, specie and overall condition with accompanying notes justifying the condition rating. The attached site plan will indicate the location of the tree on the site by the number on the plan that corresponds to the number in the inventory. Trees existing on adjacent property where the critical root zone of that tree (critical root zone is equal to 1' radius from the trunk for each diameter inch of the trunk as measured at 4.5' above grade) are shown to identify the need to protect their root systems during development. NOTE: Because of their undesirable characteristics the Australian pine trees are not protected by City of Clearwater code and as such they are not required to be inventoried. They will however be noted in this inventory as their presence constitutes a liability to the property and specific comments will be made recommending their removal. ORIGINAL • RECEIVED JUL 14 2006 Tree Inventory Data PLANNING DEPARTMENT CITY OF CLEARWATER A tree inventory is a written record of a tree's condition at the time of inspection. It is a valuable tool to prioritize tree maintenance and remove trees with problems that could lead to failure and cause personal injury or property damage. The tree inventory lists four codes and also has a comment section. The following is an explanation of the data used in the inventory: Tree# - location - Each tree is assigned a number for reference in the inventory that corresponds with a number on the site plan that identifies the location of the tree in the field. Size - Tree size is a measure of the tree's trunk diameter measured at 4.5' above grade. If there is a fork in the trunk at that point the diameter is measured at the narrowest area below the fork. Palm species are measured in feet of clear trunk (C.T.). Species - Each tree is listed by its common and botanical name the first time it is listed in the inventory. For simplicity the tree is listed by its common name thereafter. Condition Rating - The condition rating is an assessment of the tree's overall structural strength and systemic health. Elements of structure include: 1) the presence of cavities, decayed wood, split, cracked, rubbing branches etc., 2) branch arrangements and attachments, i.e., well spaced vs. several branches emanating from the same area on the trunk. codominant stems vs. single leader trunk. presence of branch collars vs. included bark. Elements of systemic health relate to the tree's overall energy system measured by net photosynthesis (food made) vs. respiration (food used). A tree with good systemic health will have a vascular system that moves water, nutrients and photosynthate around the tree as needed. Indicators of a healthy systemic system used in the overall condition rating include: 1) live crown ratio (the amount of live crown a tree has relative to its mass), 2) crown density (density of the foliage), 3) tip growth (shoot elongation is a sign that the tree is making and storing energy. The overall condition rating also takes into consideration the species, appearance and any unique features. The rating scale is 0-6 with 0 being a dead tree and 6 a specimen. Increments of 0.5 are used to increase accuracy. Exam_nles of the tree rating_ system are as follows: 0- A dead tree 1- A tree that is dying, severely declining, hazardous, harboring a communicable disease or a tree designated by the State of Florida's Exotic Pest Plant Council as a category #1 ecological pest i.e., Brazilian pepper tree (Schinus terebinthifolius). A tree with a rating of 1 should be removed as it is beyond treatment and is a threat to cause personal injury or property damage. RECEIVED JUL 14 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 2 - A tree exhibiting serious structural defects such as codominant stems with included bark at or near the base, large cavities, large areas of decayed wood, crown dieback, cracked/split scaffold branches etc. In addition, a tree with health issues such as low energy, low live crown ratio, serious disease or insect problems, nutritional deficiencies or soil pH problems. A tree with a rating of #2 should be removed unless the problem(s) can be treated. A tree with a #2 condition rating will typically require a considerable amount of maintenance to qualify for an upgrade of the condition rating. 3- A tree with averaue structure and systemic health and with problems that can be corrected with moderate maintenance. A tree with a codominant stem not in the basal area that will be subordinated or cabled and braced or a codominant stem that will soon have included bark can be included as a #3. A tree with a rating of #3 has average appearance, crown density and live crown ratio and should be preserved if possible. 4- A tree with a rating of 4 has good structure and systemic health with minor problems that can be easily corrected with minor maintenance. The tree should have an attractive appearance and be essentially free of any debilitating disease or insect problem. The tree should also have above average crown density and live crown ratio. Mature trees exhibiting scars, old wounds, small cavities or other problems that are not debilitating can be included in this group particularly if they possess unique form or other aesthetic amenities relating to their age. A tree with a rating of 4 is valuable to the property and should be preserved. 5 - A tree with very high live crown ratio and exceptional structure and systemic health and virtually free of insect or disease problems or nutritional deficiencies. A tree in this category should have a balanced crown with exceptional aesthetic amenities. A tree in this category should be of a species that possesses characteristics inherent to longevity and withstanding construction impacts. A tree with a #5 rating lends considerable value to the site and should be incorporated into the site design. A tree with a #5 rating is worthy of significant site plan modification to ensure its preservation. 6 - A specimen tree. A specimen tree is a tree that possesses a combination of superior qualities in regards to systemic health, structural strength, crown density, live crown ratio, form (balanced crown), overall aesthetic appeal, size, species, age and uniqueness. A great effort should be made to preserve a specimen tree including shifting structures that would adversely impact the tree. In addition, a specimen tree should have an undisturbed area equal to its dripline (equal to the branch spread) to grow in. Only an experienced and competent International Society of Arboriculture (I.S.A.) Certified Arborist should be allowed work on a specimen tree. Comments: The comment section serves to note observations relative to the tree but not covered in the inventory data or expands on information in the inventory data. It may include maintenance recommendations to improve the tree's overall condition rating. It may also have recommendations on whether to remove or preserve a tree. • • NOTE: A tree inventory is typically valid for 3-5 years. However, events such as drought, lightning, mechanical root damage, freeze, improper maintenance and severe storms can downgrade the rating value of a tree. Conversely, remedial maintenance can upgrade the value. If you suspect that a tree has been adversely affected, have the tree inspected by a qualified International Society of Arboriculture (ISA) Certified Arborist. Note: Whenever possible it is advised to adhere to inventory recommendations when selecting trees to be preserved. For example, trees rated 4.0 and higher should be preserved if at all possible, while trees rated 2.0 and lower should be removed unless otherwise noted in the inventory. Trees rated 2.5 are generally recommended for removal unless remedial work is performed to upgrade them. Trees rated 3.0 and 3.5 are average trees that have good potential and warrant serious consideration for preservation but not to the extent that site plan modifications are necessary. This tree inventory was conducted on July 1, 2006. The weather was clear with good visibility. Per City of Clearwater requirements the inventory will provide specific information in the comments section as justification for the rating of each tree. NOTE: Trees that are preceded with an asterisk (*) in the inventory are trees that are located off-site but required to be inventoried because their critical root zone (CRZ) enters the property. Tree Inventory Tree # Size Species Rating 1. 30" sand live oak (Quercus geminata) 4.0 Comments: Trees #1 & 2 are growing 4' apart in a low planter. Tree #1 has good health and above average structure. The tree has very good live crown ratio and shows signs of vigor as reflected in the amount of tip growth present in a non-irrigated lawn during a drought year. The tree has beautiful form but is one-sided to the east as tree #2 inhibits crown spread in that direction. The tree needs minimal maintenance but would benefit from pruning that would remove small diameter deadwood caused by the natural shading of the canopy. Tree #1 & 2 together provide high aesthetic appeal to the site. Recommend preservation. 2. 28" sand live oak 3.5 Comments: This tree is one-sided to the west as tree #1 prohibits crown spread to the east. The structure is good and systemic health slightly above average. The tree displays minor dieback and thinning in some areas of the crown probably due to compacted soils. This condition could be mitigated with hydro-aeration during site redevelopment. As noted above this tree along with tree #2 are the best trees on the site?e recommended for preservation. RECEIVED JUL 14 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • 3. 22' C.T. queen palm (Syagrus romanzoffiana) 3.0 Comments: This palm has a clean trunk and a healthy crown. This palm could be preserved in place or transplanted on site. 4. *20" cherry laurel (Prunus caroliniana) 2.0 Comments: This tree is located 8' diagonally northwest of the northwest property corner and the dripline (outermost branch spread) enters 6' into the property. The tree has been trimmed due to overhead power wires and a power pole. The tree is in an early state of decline. The subject property has a concrete wall that extends from the east property line of the easternmost house across the entire rear property line of the two lots and part way down the west property line. This wall has a footer that has minimized the root intrusion from neighboring trees consequently the root system of the cherry laurel tree should not be a factor in the new development. 5. 13" cherry laurel 2.5 Comments: This tree is down graded due to codominant trunks with included bark 6' above grade. The live crown ratio is average and the form below average. Recommend removal due to poor structure. 6. 10' C.T. queen palm 1.5 Comments: This trunk of this halm is only 4" in diameter and the crown is very anemic. Recommend removal. 7. 18' C.T. queen palm 2.0 Comments: This palm has some pits and blemishes on the trunk. The trunk is slightly restricted at the bud and the crown is below average. Recommend removal. 8. 10" laurel oak (Quercus laurifolia) 1.5 Comments: This tree has virtually no crown due to the presence of a very large Australian pine tree that is growing against this tree. The trunk of the Australian pine is growing against the base of the laurel oak and has caused an asymmetrical trunk. In addition, the tree has codominant trunks with included bark 8' above grade. Recommend removal due to poor structure, form and health. 9. 21" Australian pine (Casuarina equisetifolia) 0.0 Comments: Category one pest tree required to be removed due to State statute. ORIGINAL 10. 21" laurel oak RECEIVED 2.5 JUL 14 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • • Comments: This tree is downgraded due to poor structure in the form of a codominant trunk with included bark 6.5' above grade. The codominant is showing swelling on either side of the inclusion which indicates internal fracture. The crown has very good live crown ratio and has good form. Recommend removal unless this tree is cabled and braced (an arboricultural procedure that involves installing steel hardware into trees to minimize the risk of failure due to poor structure.) 11. 12" Japanese yew (Podocarpus macrophyllus) 1.5 Comments: This tree develops an equal codominant trunk 1.5' above grade. One of the trunks twists around the second trunk higher in the tree. The crown of this tree is sparse with minor dieback. Recommend removal due to very poor structure. 12. *24" Australian pine 0.0 Comment: This tree is located 4' north of the rear property line. It is unknown whether the tree's root system has grown beneath the existing concrete wall and would be damaged by the proposed construction. This is an issue to be addressed at the construction phase by the tree preservation plan. 13. *30" Australian pine 0.0 Comments: See comments for tree # 16 above. (This tree is located 7' to the north of the rear property line). 14. *24" Australian pine 0.0 Comments: This tree is located approximately 1' north of the rear property line and will likely be impacted by construction. As Australian pine trees are prone to suffer freeze damage and experience subsequent failure it is recommended that this tree be removed. It will be necessary to receive permission form the adjacent property owner if this recommendation is followed. 15. *6", 16", 16", 20" Australian pine 0.0 Comments: This cluster of Australian pine trees is located approximately 1' east of the east property line. The trees are codominant to one another and are structurally weak. Recommend removal. It will be necessary to obtain permission from the adjacent property owner if this recommendation is followed. 16. *20 Australian pine 0.0 Comments: This tree is hazardous as it has an enormous cavity and poses a threat to property and personal injury. Recommend removal immediately. It will be necessary to obtain permission from the adjacent property owner if this recommendation is followed. ORIGINAL RECEIVED JUL 14 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 17. *8' C.T. sabal palm (Sabal palmetto) 2.5 Comments: This palm has less than 10' of clear trunk and is not protected by City code. It is located within a foot of the property line. Construction should not impact this palm unless the wall is removed. 18. *10' C.T. sabal palm 2.5 Comments: This palm is located close to the wall and will not be impacted unless the wall is removed. If palms #21 & 22 are impacted by construction they can be relocated. 19. *10' C.T. sabal palm 3.5 Comments: This palm is very healthy and has a well developed crown. It is located just east of the property line. If this palm is impacted by construction it should be relocated and preserved. 20. *10", 10", 14" Australian pine 0.0 Comments: This tree appears to be located within inches of the property line. The tree has three codominant trunks that are included. The tree has very poor structure and could fail due to the codominant situation. In fact, one of the trunks of the group is actually supported by the wall and is growing to the west over the property. Recommend removal of this tree. Permission should be obtained from the adjacent property owner if this suggestion is followed. 21. *5" Australian pine 0.0 Comments: This tree is located 6" from the wall. It should be removed as it will become large. Recommend removal. Permission should be obtained from the adjacent property owner if this suggestion is followed. ORIGINAL RECEIVED JUL. 14 2006 PLANNING DEPARTMENT CITY OF CLEARWATER all. <S I 1 } d m AOL Alt, 41,all? . y _ • ?' ZIL-1 AN }, 4Y l F i N X f r v' I i y , 5tUGGo - 5and Finish - Hardy-Board Stucco Brick Color 1 Lap Siding Color 3 Color 3 5hingles 5tucco - Trim - Hardy-Board Color 2 Lap Siding 5and Finish - Color 3 Color 1 Trim - -- Color 2 ?oola ooa? ?®I?o o laao ©oo? ?®o ??®® FRONT 3/16" scale SIDE 8/16" scale 5hingles Shingles Hard51d loard H g of r 3 Stucw - 5and Finish - ",Color 1 ® ® 51tucco - 5and Finish - Color 1 .o . o Mr a. PEAK 3/16" scale Dolor Legend: 1. Body: Daybreak Sun EGG-11-1 2. Trim: DaleWy Field EGG-11-2 3. Accent: Whipering Oaks EG4-11-3 Glty Comments: 7. windows on Lroth ends (placed where we can) M w««, «e. ° / ? oMw? »«• ?'•• «« n«? 2. More Meaningful Vatalls, banding, columns, recesses, reliefs, etc. 9. Pwnings suggested d (We (we would like not to place these) a. Neutral Colors more than one scheme 4eee°? ? ZEE r«co???G ? ? ?wro un M T 11mKw O O O (To) m KOWI R0116M COMC. ELEV. At! b. ro sY . aw •o/ w w O 0 v z® 28? I RANITARVSFWFR STRUCTURE TABLE NG sn""m Tm Ip w •M (D --- n# pew m •°IV twms+a?ian tv a? at m o1n?i•?i?'a wt Ite4 v 1 TARV RFWFO PIPF-.FD+++F +t• M N T•• ?-® n • a s °t ottanWN w 101?p a-+ s tar oar tt-+ f •ws t ? •J N 8932.01•W(M) A? NEW CONCRETE W w N APRON C_I?tt? I.a, -? '? APRON wat tNtiN ass t. DETAIL B ELEVATION VIEW WEIR SECTION B-B 1 ,t, I R. NEW S' CONC.'•,- SMALK •Ml t ' ,?A.D. CURB ENDING DETAIL DETAIL B PLAN VIEW LOT 7 LOT 6 LOT 5 wroS?1 n LOT 9 LOT 8 11141. 3??m02r \ mro +r }? ? rn mm wo NOYN ro ? ??q"???•y?I??e1 a V i R s r°f'+sum ROSYA189'SS'29- E(M +t 99.99'(M) b?,.a`"'E? # +4 Aet1•K S ay +«? t4 CY/W O £o Y .f _ 4 ?? +P A K w F NOUN / O A z 8 v O aya/ /I u a4' ro bm4ow ENNN CANC. WMlN CONC. FBiNN CO+IC. FlN•N COML. 9 (ryp)mtOYN 0.6V.faeP 6N.1S68? ELEV.»» ELEV.»a O ?l am NWAWIj nm +YW ¢') a r Me " - 111 Ole me"I W In roar ! m1...a O6/30I08 com cum 41 1 ai l ?" w `d . RR N nr,c,e i 11 1 ?•? m J ? 7 1? a v ; m >v ?R +Tw STAMPED y1 CONCRETE °'? Gi tKNt? Q N?? V + ao atro•t i . f ?i+uw°6 oaLaE• a + I 1seET EIS O1• +TV 4Yp low i + 24' aae. ;e.??? ...t ? .. ^., 9° +.? °w"?,r"s° ?..aiwN.msn ttl ? N? B ze' ®sss.P.asN {ti? / +++ 0 1 ?? 3• ?E 0.ilT /, r ? COrmau-W ,_rx!!/wsRKA a+?rw?F N•w?t: ?.4. \\\\\\\ na.n o - - 1 a..a aa/- N 893 J a•.ab - - - 'r _ EW SCONC. SI Ls? _ ? ! +,?,. ,N.f'r + + CLEVELAND a UP O i NEW CONCagE Q +' Iae+ot ro L + NEIN + ++?, _ ?, TOWNHOMES Ilk j W APRON pI ' ,y + CONCR ??S'•_°°? °,0ir w EM - -avw f ?ww nopd naana LrtN1.iQ ?3 fl oltw m ^ s w?.? J 114824486 Iayrts I pnp Ot• CLEVELAND 3T. _.__?=???? OrMVVOI wwi AR•t• CLEARWATER "'_._....... ?..___.____ _..___...__..__.._.__....._?_._...__..__....?__._.r...?. ?........ FL, 33766 80 R? .IAA?L'?1 /?W?pp? CLEVELAND Oc .p n SITE, DRAINAGE SIGHT VISIBILITY AND UTILITIES TRIANGLE PLAN ?sL 4.4 ? SURVEY DATUM NAVD 1988 0.0••0[ A M 1016 ? tea paw"O lemnw WASTE COLLECTION I-I w tOUw • /1CI®V p ? m1 an61m/IRCNamoa+ac .roMP.sNCC,KN.o•owaewl,l..s,E w • • p w %o C3.1 ro t t T 6 LOT 5 LOT 9 4. ? LOT 8 To IY q ro2r LOT 10 ro ESUIN a ? 99.99'(M) `_ 5 89 B29( n !ars?Pl nnvt•: gg ` ?.ro Iow3I 1 1 s'/3.'/q•/N• W FNR{M CONC FMBN nm (T1P ROl1.1 n ro . MI tim ¢F/.7bm ELEV. Tam ¢SV.>aMm ? IY a.ro w.eGOe°r0E Euwe13 t •H ?: ;9 " P 25 ?: 39 .i W? 2 NEW 2 v v 2 >v MPED " IN CONCRETE uoiwE FBaaa - I. SIMPER 39 25 7 S7Sii i; Ta . :?,F •?' .' ': NEW i 28' ' STAMPED CON CRETE ' S ?rw.rw '#tt • 'Y:S;L'tta t t wia3a 'Low E I tw NEwconcRere ??*^ NE1N APRON CONCRETE APRON 803 R/W CLEVELAND SIRM ?.r ..... w.... P..N s OML r Ia ® arr.N 3,M. wr ISrNa.. =9SS o ur. ?M w suN uu> t -rf Sw aw anw,o3eve3...ETarN3m TREE 8 SHRUB PLANTING DETAILS 9 .. r. rrr one- R..Rr r rrr ?? SHRUB PLANTING DETAM_ ADJACENT TO PAVEMENT I81?..1 PALM STAKINGa PLANTNO DETAM. 1?; ??a7tiQi? iL-JBY'Be' ?577Y{r'? >QBtik ,rr333. TREE sTacINO a PLANING DETaa I?--I R? IMti! TREE STAKING a PLANTING DETAIL SURVEY DATUM NAVD 1988 N`,SW ~ w 8 . w t8 ie o o f? a o $ 41 SNCwvx of STC'a 0 z1?p °I ? 33 d r& ? ?3 y 6? Wes" W?. w..f: UWJYNO wW.aW KR .www AZ W RR ae oaMla3a /N1N1I.uIfV3R 0 w?33lucnowm r,aK+?• CLEVELAND TOWNHOMES 1482-1488 CLEVELAND ST. CLEARWATER FL, 33755 aa+++. m LANDSCAPE PLAN 0,?- L1.1 ~h~ aoo6-a~o3~ ~ DEVELOPER`; . 1 ~ U . e~YMBOh h~G~ND z o~ Z ~o, o Q EXIST: ELEVATION x U ~ ~ f EXIST. CONTOUR. 10 ~ ~ ~ ~ • ~ ~ - - - . New ELEVATION ~1Q.00 _ Z s ~ ` 0 I ll 0 I II 0 ~o 1 IST. STORM. SEWER. : U ~ a ~ EX ~ 't ~ o~ NEW STORM SEWER nsseunue~rnsnusau W 0 ~ ~ 0 EXIST. SAN. SEWER ~ ~ . ~ ~ 0 ¦i~iwm~iwuniwi~iwimui~uw~dis ~ NSW SAN. SEWER . ~ a~. U EXIST. WATER SERVICE - . ~ i > y: <.~y`' .:~F~~~%~~ ;''~'~r y _ NEW WATER SERVICE annunnununnuuuunuunwnms y, / ' ~ ~ ENGINEER OF RECORD r /,'~~s. . iii. I~ % . , . ~ ~ ~ ~ ~ OVERHEAD UTILITY LINE,3 g .:r;G ;;3n•'`ld rt c /k < c:'ti:;: ..,l'?:S•., `r' i i fi ! yw L.k I rn',r ~ ~y.G:~ 1~j'~if~ : ~ j I~ ~ /ifi~ ~ / ;~'P';~`,~'9°'~ '?J3•/ r 4~ CLEAN OUT/C.0 si~iwiwuui~i~i ~w~irmimiwiA ~N ~ rq i j. { o.. ~ / co b: ~ to % /?9~' TEMP.-SILT BARRIER: NM~~ n i ~R~~~ H d': •/fix../ h 'o :y ~ /.'.Y,,. ~ r(:>; ~ ~ ~ ~2 ~i . jB. gyp. Z ~ ; tip,.-'>;~ ~i FENCE c~ E . ~1Ni~:;;~ A ~ ~ / ~ E o ~/y; ~ %r~ NEW VALVE _ z o w No / % " ' ` POINT OF CONNECTION a ~ o? _ a w i ~ ~ ,~.~q<r<~~:.,y, ,:-:~.:;.::::.:~:.l~r< OF NEW UTILITY TO EXIST. ~ ~ N Pte, %`~i? r Y7~';1,~;'p:./ ...~,/:Hf'~~::: Y K: 0..~~ ~/::%~Y',': i ~ ''T;,'i'':. ~ ..:2;• ::1,r .::%:i)r6' :5~vr;':%4 v ! Q. W W .LOTS 41, 42, 43, & 44, BLOCK C, ''r.`.'/:..• O to E o %'r ~ ~ F. CENTER LINE. ~g _ HIGHLAND GROVE, .ACCORDING TO MAP s / ~ F.H.A. FIRE HYDRANT ASSEMBLY pa-~ N M ~ N ~ F:~ a OR PLAT THEREOF AS RECORDED IN • era //1-- Z, TBM TEMPORARY BENCH MARK N~ ~ W ~ Z ~ I Sri PLAT BQOK 6, ;PAGE 75, OF THE P E a W o / ~ :.fi / J~ % (TYP) TYPICAL ° = Q ` Iv ~ o ~ :<~~A mm,mm PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ; . / i"'~#2~ ~ S/W SIDEWALK ~ N a~ ~ ~ / t•. ~ ~ _ q~C AIR CONDITIONER W ~ : ) Via.,:. ~ v„: ~ ,v~/ ! CAN CABLE N BOX ~ ' Ddte issued: 061 / x , ~ 30!06 <.>~:~:::::::,:,,:-;.>:::;::,'.:,,;:<;~~,:.: 't.:::... LOWEST FLOOR ELEVATION ' n.. a.. >k+l ..,/•'?'?:(i 1.. .r,: i':/.///.gy, 1~f/~'// %R:rr£,klea:'•yi~ ~ _ ...gdfc::. ~ ~ Cdr ~ ?3' ar..;, ~,:.:;T~'• ~ ~ r/' r ~ ~ ~ ~ / /i ' • ' ~ , : CO 'R COVE 6'1 ii%;~,:: ~ 'Sr%~/~;r .:~r ,r,~y:: C%C N( ETE RED- Project Number: Q 3 . . r r ; Designed by: KR 'ti"~• ' ~k r-~ ~ FIRE HYDRANT ASSEMBLY ,n,' x.;; ry:: •a;. HP Revised by: 9~ L.. E~ iE . 3 t zz~ .4 , b'i' %r u" !i; ~ / : UTILITY POLE WOOD c~ Drdwn by: RR r%, / ! ~ <~4 s i 'i , a,,, r r / ! . ~o. f/ ,y ,y::.: ~ <<~; . MANHOLE, SANITARY SEWER SQ : ? fir":/ '`y /i/ / Vii, r / ~ MANHOLE, STORM SEVUER OD Revisions: BE IN FLOOD ~ I ~ a THIS STRUCTURE APPEARS TO ~.`t:<:. ~ :::~;<~<:;. ` ~ No.. Date Description D WATER c,,'::<:<`.`~~~,:.::,,~~<:<~< :METER, RECLAIME ~ RM ..ZONE ~,X,~ ACCORDING TO THE FLOOD ~S ~ i I4 ~ , ! <:g.~. j ' ;r:. " . ; 'l 1 07/10 06 CITY COMMENTS <~<.':: ~ / / GUY ANCHOR ~ .INSURANCE RATE MAP COMMUNITY PANEL I _ / • 4,R < . yGa: R:.. 2 8/31/06 DRC COMMENTS r.%' s NUMBER 125096 0109 H. MAP REVISED ~ ~ ~ WATER VALVE Da ,,y,.:.:. ~ ? C~ DATE MAY 17, 2005.... PROVLDED BY THE ~ ; ~ >;:.Fr I~ ~ - PIERCE ~TRE~T ~ ~ ~#z METER WATER W ~:r.u 0 'rw .J ~;a~;<:~~i/~ z:, 'j/ ~ LIGHT POLE, WOOD. FEDERAL EMERGENCY MANAGEMENT AGENCY. , , ; / : / r~ ti < y x,~': SIGN . 6 : I ~ ~ .W. ~ Y of ri i. hid /;3:: <; •d:. : 7 8 9 ? PRELIMINARY SET SURVEY INFORMATION PROVIDED FROM SIGNED & .SEALED SURVEY BY: EX STING PROPOSED REQUIRED QED 111 Ol (~~.1Ljlj 1 ~ ~ PERMITTING SET DENNIS J. EYRE, P:LS: FLA. REG. No: 2865. ZONING, ~ D DATE OF SURVEY: MAY 4, 2006 M R . MDR MDR ELEVATIONS ARE SHOWN IN NAVD 1988 DATUM. LAND USE; RM RM RM C.1.1 CIVI L SITE: DA 1 A ? CONSTRUCTION SET GEODATA SERVICES, INC.. 2 UNITS 4 UNITS 182 D S R I E 8 :::,:•,:..,..,,..,•..:.,,~:~::.,.::~:»:::.:::....:~»..r•::::.:,.::..:::.•,:::,•.,:N.:.•:.: RE=4. C1.2 SPECIFICI~TION AND NOTES Pro;ectName USAGE; MAX 15/AC 5 GLEARWATER, FL 33765 RESIDE TIAL ~E=4.5 C2.1 DEMOLITION SITE PLAN N RESIDENT?AL PH. 727-447--1763 LOT AREA; S;F, 13 001 13 001 1 , S. , IN. MIN, C3.1 SITE,_DRA,IN~?GE AND ACRES 0, 298 0; 298 UTILITIES PLAN CLEVELAND ST. 99 BUILDING COVERAGE:. 3,3 3,690 ° ° ° C6.1 CIVIL. SITE: DETAILS Tovul~I~olulEs S. F , & OF GROSS SITE 26.1. 28.4 17 C7.1 TREE PRE:SERVATION~.::P.~, GROSS FLOOR AREA S,F~ . 5, 5 6,472. ,u...... . MAX 0,5 ;5 L1.1 LANDSCAPE PLAN Pro;ectAddress F,A,R., 0.4 0,49 ~ ~ ~ FRONT S , 24,4 29 25 MIN, 1482.1486 ~ ~ CLEVELAND ST. i ~ ~ ~ ~ ~ - SET BACKS SIDE W E , 5.6 2,4 6.2 6,1 5 MIN. l I I i i CLEARWATER REAR N . 57 10 10 MIN, FL, 33755 HEIGHT FT , 25'- 1 '-4 'MAX; 5 /8 30 0 9AX, - PAVED VEHICULAR USE AREA. S.F. V;U,A, 632 3 823 1 . ORIGINAL , IMPERVIOUS SURFACE. RATIO, 0 3 0 62 MAX 0, 75 ~5 RECEIVED Drawing rtle 4,031.. ..4,923 20..2005 . ° _ o ° ~'~~1NING DE~ARrrvlENr SITEICIVIL OPEN SPACE, S,F, & 01 GROSS SITE 31,0 37.9 /o CITY of cLEARwArER :PLAN DATA 320 PARKING LOT INTERIOR LANDSCAPING, 537. MIN 10 OF PVA )F PVA S,F, & % OF V,U,A, 50.6% • 14,0% 2 .PARKING,. 8 2.ONNIT IIT rLIGCT po~t~lni~~ - n n n Drawing Number. ~vvwi i ~ni~n vv. ~ ~ ~ v ~ v ~ r~ .1 J I CAl DEMOLITION NOTES LD T ~ Ex.TO R MAIN 22" LOT 7 OR RELOCATION OF ALL EXISTING STRUCTURES - L.OT 9 LOT S LOT 6 ~ DEVELOPER i. DEMOLITION OF THE SITE INCLUDES THE REMOVAL 27„ Ex.TO R MAIN 12" WITHIN PROJECT AREA, INCLUDING BUILDINGS, ` ~ PAVING AND BASE, UTILITY LINES (SANITARY SEWER, O STORM PIPES, WATER LINES, POWER POLES, Ex.TO REMAIN 27" ~ Z ~ lz Ex.TO R MAIN 28 Z N •o . OVERHEAD AND UNDERGROUND POWER AND EX. UP TO ~ TELEPHONE CABLES, -GAS LINES, TREES, SHRUBS, LOT ~I O ReMaUaN T~ p o" 30° REMAIN O Q ~ ~ ~ ~ ~ ~ 24 Ex.TO REMAIN 30 ` U ~ ~ ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. y O~ Ex.a' rn SoNRV WALLTO REMAIN ~Z" 12 ` ~ ~M ~ ~ ~ L~ X 2•ALL CAVIN & EXCAVATION RESULTING FROM REMOVAL _S .89°5529" E(M ~ ~ ~ .C L: Q j ~ i OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, ----OHW-- ------OHW--- ; , OHbV ~ c ~ BUILDINGS. SIGNS AND POSE BASES SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED ~ O C 5 0" O» 24 ,rf w w IN 12° LIFTS TO MIN. 95% OF MAX DENSITY. ~ I i i ! ~ 4'MASONRY ~ ~ ~ Z. Z N i . ~ ~ 3.OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND w~a~~ to ' J_~~ ~ ~ CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID RE'n~wiN / 'I ~ U WASTE DISPOSAL FACILITIES APPROVED BY F. D. E.P. i is5' AND CITY OF CLEARWATER. 6 r I Ex.TO REMAIN O ~ ' ~ % 6"/16°/16"/20" ENGINEER OF RECORD l 1 ~ ~ EX.4~ MASONRY W~,4LL TO REM IN ~ , Q EX. BUILDING TO BE REMOVED. i~ :iQUARE ~ ~ F~ Ly ~ / 20 .x:20" Z ~ ~ ~ TO RE AIN - ~ e ` 2 EX. CONC. SIDEWALK TO BE REMOVED rnnsoNRr co~uMN ~ O W~ W ~s/~s" ~TYP) TO REMAIN y ~ ~ B,• 8" `~w n M~ _ ~ N~~~. m I O` Wn`~n,N ~ fj tD Z X 12" V~o~. ~ • ~ M W ?Q EX. CONC. PAD TO BE REMOVE0. ~ Q ~ X Ex. T0. REMAIN ~ ~ i Ex.TO ~ ~ za ?4 EX. A/C UNIT. TO BE REMOVE0. Wj~ ~ ~A ~ ~ REM IN ~Z o o~ ui yo ~ f I 6 WF a ~ , ~ rZ = aN: Fo' P °z~ N_~W Q EX. COVERED CONCRETE TO BE REMOVE0. 2~ I ~ ~ ~ $ ~ / wa YAW ~W~ ?Q EX: OVER HEAD WIRE TO BE REMOVED. J ~ l o.~Nm N~ ~o~ ~7 EX. 6' WOOD FENCE TO BE REMOVED Ex. z' HicH ~ 16" ~ 0.4' WIDE i ~~Z~ ~ Z ~ ~ t _ NUN W 5 ~ ?8 EX. 6~ WIRE FENCE TO BE REMOVED MasoNRr wn~~ .g ~ I wQ ~ Y ~ EX.GLASS & MASONRY GREENHOUSE to REMAIN p N U _ ~ i ~ J ~ ~ ~ 0 TO BE REMOVED (1vPicn~) ~ ~ i ' L- ~-13.1'. ~ W ~ I LLLL~ 1 /14 /1 iQ SAW CUT MATCH EX. ASPHALT ss• ,3 s%s" ' ~L~L~_ I ~ . J Date issued: 0630106 ~ C~C L L L L L ~ ~ P~aject N~mbec 06.13 EX. TREE TO BE REMOVE0. -L ~ L L ~ 1 oesignea bY: KR T LLL~L ~ LL.L_LL ' L IL L L L L L1 ~ Devised by: - AZ: 6 C/S LLLLL ' L L L LL L L L L 5" drawn by RR . LEC'sE~ID L.LLLL~ LLL1~.z'LL 1486LLLLLLL ~ c~ o EX.TREE LEGEND ~ ,es Q, / LLLLLLLLLLLL JJJJJ EX. BUILDING c~'o LL_LLI#1482-~-LLL A/C ~ L L ~ ~ Revisions: L L ~ ~ ~ JJJJJ `TO BE REMOVED cn y~ L~ ~ L ~ ~ L n C0 No. Date. Description L_ L L I L L L 1 07 10 06 .CITY COMMENTS PINE LL L _ ~ ~ L~L 2 ~ L. ~ L_ L ~ L L L 2 8/31/06 DRC COMMENTS EX. CONCRETE ~ / >~~~~~,j~~mL ~ LLI_l_I_L~LF~75.38- LL1'D_~' ~ 3 TO BE REMOVED OAK m LL t~ LLLL LLL_LL 4 LL Fe=~4.2s_ L L LN_ LL LLLLLLL_L~ S EX.GI.ASS & MASONRY 4. 1 LLLLLLLLLL. v 7 ~L~LL~~~L ~%~jjiiiii%~~~ GREENHOUSE PALM LL ' LLLLLLLLL ~~L.LL' 'LLLLLL s 30.1 L'11l11111////n TO BE REMOVED L. ios'_LLLLLLLio.d'_~ :a - y I ~ $ C ~ c N LI.-LW' g OPEN CUT IN THE ROW YEW 93 N _ 7 ~ 0 24" r` ~ PREL?MINARY SET a C S a Ex.~, 1 g , a a PERMITTING SET •a. a B O AREAL a . B 28" ~ TREE INVENTORY NOTES.. 21.x. ~ v• T ~ CONSTRUCTION SEf 6" CONCRETE POURED ON GRADE WITHIN CRITICAL ROOT ZONE (CRZ) AND siLT FENCE To REMaw 2 2 ' ^ • ' VENTED WITH W.A.N.E AERATION 6'O:C. THROUCHOUr 2 TREE U ~ BARRICADE ~ Q• ORIGINAL Project Name CONSTRUCTION RECEIVED RAISE CANOPY TO A MININUM HEIGHT OF 15' ABOVE GRADE OVER ~ VEHICULAR USE AREA AND OVER RETENTION POND AS NEEDED TO J '89°52 (M) ~ ~~NNINCOEPaItr~II:N~ CLEVELAND ST. ACCOMODATE CONSTRUCTIQN EQUIPMENT.. i ~ ~N 895 cINOF cLEaRwAT~~ TOVVNHOMES ALL PRUNING SHALL BE W ACCORDANCE. WITH ANSI A-300 STANDARDS'AND o TREE CANOP PERFORMED BY OR UNDER DIRECTION OF AN ISA CERTIFIED ARBORIST. Ex. W,aTErt d TREE CANOPY 84.0' EX. WATE ~~~f ~H P TREE PRUNING SHALL BE COMPLETED PRIOR TO .SITE WORK. M~rER ro eE d Ex ' EX.B" CL WATER EX. UP T RELOCATED ~ - ~ M REMAIN ~ RE METER TO REMAIN ~ ROOT PRUNING: ROOT. PRUNE TO A DEPH OF 12" UTILIZING A VERMEER OR ro REMnw OHw ~ _ ~Hw___` __yy _ F __L__c>_~ _ DOSCOCIL ROOT PRUNING MACHINE..IMMEDIATELY FOLLOWING ROOT PRUNING _FOR LM W O Project Address r~`onc. - HW-- 4 FO a nuunuumnnumnnuu~rnu~ udw uuuunuunuuuuuuunuuuu uunuu-nnm nnunuu uu~muunnnuuuunnn¦ 1482.1486. _ B PROCEDURE THE TRENCH SHALL BE BACKFILLED WITH THE NATIVE SOIL AND ~ ~a• CLE1/ELAND ST. O BARRICADES PLACED IN-THE TRENCH. EX:8"SAN.TO ~W CUT PAVEMENT REPAIR. EX. 2 CONC. MAIN CLEARWATER TREE BARRICADES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF -SITE REMAIN MATCH ReFeR ro oErw~ cuRS ro REMniN EX. ~ - REFER CIlY INDEX. FL, 33755 WORK. BARRICADES SHALL. CONSIST OF 2"X4"X4' LUMBER POST PLACED TO nsPHnu Boa s A DEPH OF 1' ON 5' CENTERS. g S O THE UPRIGHT POST SHALL BE CONNECTED CONTINUOSLY WITH EITHER E'~S"""~" 8O~ R RIM 72.17 0' R W Drawing Title ORANGE MESH FABRIC OR 2"X2" LUMBER SECURITY FASTENED TO THE TOPS INV 67.50W ~O INV.61.58E ~ ~~7~ OF 2"X4" POSTS. CL~~,r~irL L~~ S'1'.REET THE RETENTION POND SHALL BE SHIFTED TO MINIMIZE THE IMPACT OR THE - DEMOLITION SITE. ..PLAN TREES ROOT SYSTEM. HYDRO-AERATE SOIL PRIOR TO COMMENCEMENT. OF SITE WORK WITHIN CRZ. SURVEY DATUM' NAVD 1988 . ~ SHIFT SANITARY SEWER LINE TO AVOID IMPACTS TO THE CRITICAL ROOT I--'1 f_'-1 SCALES ~ Drawing Number LONE: TREE BARRICADES SHALL REMAIN ERECTED THROUGHT CONSTRUCTION. 10 ~F.-mm~ SOT 6 LET 5 Ex.TO R MAIN 22" LOT 7 _ _ ' .LOT 8 ~ 27~~ Ex.TO R MAIN 12° DEVELOPER A C :,y 3'X10' A C 3'X10' A C / . , / 3X10 / 3 X1A A/C PAD '+?CONC. PAD:,~~ PAD' `'CONC. PAD::. CONC. PAD.:.. PA CONC. PAD'.. PAD CJ EX. TO REMAIN 27" •Z EX. UP TO ~ ; .REMAIN ~AAl1 'z. Ex.TO R MAIN 28" ' EX: UP TO Z Vv` 30" - Ex.TQ REMAIN „ 2 24" REMAIN Z ~i 6 16 16 20 f ~ ~ EX.4 M SONRY Ex.TO REMAIN ;30" ~ ~ m EX:~~ MASONRY WALLTO REMAIN o > » 12" , tit ~ Q v WALL TO REM IN . - yw.. S 89 55 29 E M 99.99 (M) 1 ` ' d) tia 1 ~ + `1ti U ~ c ~ N ------OHW ~ ~ x.2o° ~ ~ M ~ - u MASONRY COLUMN TO RE AIN FINISH CONC. I- 1 + ,20 ,2 --oyw - ~ ~ o: TYP TO...REMAIN ~ ELEV. 73.15 0 ~ o N M o +1'` 1,yti+ 24 1ti' ~ ~ ~ 0 4 O ~ U c _ - 12" , Ex. TO REMAIN 4 MASONRY Ex:TO WALL TO 10' S T BACK ~ w ~ ~ p REM IN REMAIN / 6.2' a A/C 3'X10' A/C 3'X10' 3'X10' A/C ' ~ 3~X10~ A/C O ~ U ~ PAD ~'C . PADi,~'' -PAD ''GONG, PAD... CONC. PAD . A 'CONC. PAD PAD 6.1 Z . Z 12" 16 - 1 ~ o ~ 1 1 0_ 87.7. ° ~Ex.TO REMAIN ~ ° U 6"/16°/16"/20" u EX.4'` MASONRY 1 CAR 1 CAR 1 CAR 1 CAR GARAGE GARA E GARA 1 SQUARE ~ G GE GARAGE- ~ W(~l:L TO -REM IN ENGINEER OF RECORD 1~. 20 ~ D MASONRY .COLUMN m x:20 FINISH CONC, TO RE AIN T ~ YP) TO REMAIN CURB END CURB END INISH CONC. FINISH CONC. FINISH CONC, ELEV. 73.50 ELEV. 73.68;~ti~' ELEV. 73.58 ELEV, 73.50 b ~ ~ ~ T0.0' 10.0' Ex. TO REMAIN ~ ~ 8 n ~12 N~ m a NEW NEW ~ Ex.TO m N N ~ INTERIOR . - INTERIOR ti 16,; REM IN (Wj W z ~ y~~ ~ o N LANDSCAPED LANDSCAPED Y AREAS AREAS 12 V Q m z.o. F Sp. yA w ZO o ON WNO R N ~ ~ N~ a ~ Y1 EX. 2 HIGH ~J ~J . ~ z a W L.o ru °z~ N'W U ~ +73.17 N 0.4 WIDE +73.17 + 73,25 + 73.25, + 7 .1T Q O W tti ~ ~ o ~ (~J MASONRY WALL 1 CAR 1 CAR' 1 CAR. 1 CAR : m ~ ~ ~ ~ _ N ~ COO TO REMAIN .~z, spa GARAGE y ~ GARAGE 1ti GARAGE GARAGE f. ~ a y m 0 ~ ~ I W ~ ~ .72. N +72.70 °,..r 7315' Y~, Fl1Sf1~ is;. +T2. _ U.~ J 00 ~ (TYPICAL) ~ . u ~u~ +7265 +7265 +7270 ~ , °~o:; N ~ Z , NEW C.O; INV. i3,io : NEW C.O.INV. NEW C 0 73ao z INV N N ~ F o Z ~ 68.25 68.35.. INV o ~ 3 a. ~ CURB ENDS CURB END 0.5' CURB END ~ CURB END68,50 !CUfiB.END J~ ~ 9.9 -f- 9.9' 11,8' ~ ~ ~ _ . 68.38 ~ ~ ~ 10.0 1os . :1aB 10.0 ~ • 11s 9.9 1 /14./1. ~ N~ ~ . ~2 ~ ~ ,y+ ~ 1 E . h U 'h• W 2~ z ~ NEW ry~oz; z ~ NEW ° ' z 1 'h ~ti• e 'S INTERIOR a INTERIO a ~ CURB ~ 1`U LANDSCAPED N; N; ~ LANDSC ED END ~ • AREAS.. o': ~ AREA NEW 6x16 Date issued: Q613QIQ6 ~ ~ o _ b STRAIGHT Project Number: 06.7 3 ui a~; ~ , ; o ~ = ~ ~ CONC. CURB Desigried by: KR 0 1ti. NEW 5AN MH ~ Revised by: NEW 5AN MH y 72.5 ~ N; cn: +7 6 to ~ frl NON TRAFFIC LII NON TRAFFIC LID z e Dg D: :Z ~ ~ Drawn by: RR » N ~ AND FRAME 24' CO RIM 72.0 . (J.I - AND FRAME Z; z: RIM 72.0 ® ~ ~ . ~ ~ _ ~ NEW INV. S-67.9; NEw INV, s=srs2 ~ ~ 1ti'~ o; o; o NEW. IIJV. ~ ~ ~ Y NEW 75LF 8"PVC SAN+®0.5~ ~ N E Yv ; ~ C•0. 68.30 ~ ~ Revisions: nui"i~i" ¦uui"i"wdiuuui"i"i".m"uia"i"i"i"ui"i"i"uimui.ui"ia"di"iduiamwu"iI,•u"i"i"uuuuw"i"i"uuia"w"mu n~uui.uuuin/huui.ui"i.uiaa.u "i ~ w Y•.l. ~ mS; . o 'FEND ~ ~ No. Date Description `~.O NE » ~ " Zg v Q2 725 ~ +72.3 STAMPED N 72 , STRAIGHT ~ TEN ION CONCRETE CURB. , 07 10 06 CITY COMMENTS PON 6~ ~ _ S. ~ I 6"x1 s" coNC. i NEW - 6: 1+ ~S 2 8/31 /06 DRC COMMENTS ~ sTRA?cliT ~ EW .6 EXTRUDED ~ a 7 8~3 ~ - C o~ 8`~ ~ - cuRB (TYP) EXTRUDED CON.CURB ~ 3 \ 9.6 ,n - ~ ~ 3' .WIDE CONC. CURB \ R R3~ 3 Z; R3 SPILLWAY END CON.CURB ~~Gp ~ , 4 . ~'h ~s ze ~0' NEW ~ ~6 1ti• o ~ ~ 6"X16" . ~ ~ 5 o; . \ \ tn;. E S i , , < ?0 - r+ XPAN ION J T " » i r `99,.95 (M~ ~ ; ~ CURB +717 1 ~ T 6 o - 25 SET BACK 2s '~i~, 73.9HP 74.OH 5.0' ~ 7 . ~ N 89.5 1 W M I ~ SIGHT TRIANGL . r ~ ~ , + +X . 24» 1~• 8 + < i ~ I < ~ ~ r < SIG~IT `~RIANGL EXPANSION-.',. EXPA SIO 5.2' 2. 2, ~ 2 0' 7 ~ , s ~ ~ 51.0' •h~ + ,y~~2.0' o~ 6.T ~ 9 ~ PROPOSED 25 JOIST. JOIST "x3`x3 1.y, _ 6 ~ DRAINAGE. AND. W CONCRETE R- n NE NEW3 X12 X4 .CONC. PAD FOR ,h ~ ~ 3a CONC. _ 1~. ~p APRON 50LID WASTE .CONTAINERS AND NEW ' 3 PAD ~ UTILITY ~ PRELIMINARY SET Ex,TO 28„ \ + EASEMENT RECYCLE BINS ; CONCRETE ; o NE 4.1 R IN ~ ~ ~ .B ETEN ON m APR ON ~ PERMITTING SET NEW CDNC. PAD .t• f ~ ~ C3. PQN ~ • ONE 41AY Q d a 1 1 ~ 4 d ) n ~ d 1 ~ X71.7 \ ~ F G ~ 1 .6 \ NEW R1=1 / CONSTRUCTION SET _ ; ~ ? SANITARY SEW ER STRUCTURE TABLE \ NEW 2~' WHRE ~ ~ NEW 2~E" WHRE STRIPE \ \ NEW 24" WIiIIE STRIPE ~ / rGl N0, STRUCTURE TYPE RIM INU, ELEV. < Protect Name _ EIVED EX.2 WALL TO E} ND E ~ NEWS I AN DOG REMAI N ~ EXPANSION J ~ . 71.5. ~ ~ `99 95'(M=}~; , EXP~NSfON : ' u~~ ~ ~ ~ SJGHT. TRIANGLE URB ~ N .89'52 "W M) ~ r,~ 'CURB EN JOIN r CUR ND ~ ~ 1O0 HOUSE MANHOLE 71.55 66.12 E+W GREASE SKIMMER ~ + ~ < i~ '1 67:55 N ~ ~ END NSW 5 C~N`i. SID. AL SIG~iT ~RIANGL , . SEE DETAIL C6.1 Wearin Surface 9 ' 3.2' 1' 2' ~ NEW SANI. MANHOLE 72. .b;;.• D 62:92 S+E GREASE SKIMMER ; 2 CITY INDEX 301 20F2 ~ e JOIST .4 + b ~ + + EXP ~l0~--7. ti, wi~rvi~lw~~EpARr~i~Nr CLEVELAND ST. 71. I o - ;yo , ~ 1ti~ EX. WATER ~ c?1~p JO 1 '1 CITY ®F C~EARWrsIFER NEW CONCRE~~E ~ ~ MNEW WATat AIE~ERS METER To 2 + -F + TOUVNHUIVIES I ; NEW .CLEAN OUT . 3" 2'X5'X4" CONC. ~ 0 0 ::q: x.7,.7 r - - - REMALN o. ; 72.Ot CITY INDEX 305 tOF2 68.30 W Base PAD \ \ " - - " - - • • ----OHW- .;•::•.a~. 3 2 _ sIDEWALK ~ I - ' APRON tiREMAIN p NECw ~~,,~--NEW. DO NOT ENTER W/ ? & EXIT ONLY SIGNS ---------~~/V1~- 1 POR LM ~ ~ Nt?RETE - - '•P•:~~. / / 71.2 ro o / / 71.1 I~\i ~ < ~ - Ci~ 9~ NEW R2 1 V" _ . NEWS N PNC WAT. ,x1'--- ~ . / ;~;;;~:D; • '.~...:,;..,..•,y ••.ac OND SIDE ` t .G'v ` ~j//\/, . I uumunummunwmw~unmuumnuuunumuuni uw mummmunn ,wmi~ \ \ \ \ \ . r 4r SLOPE -----1/~\~j'\ \ rt 2 BULLNOSE(TYP) ~ API$ON ~ ~ uuunn uwnnumuuuumununnnmmmu~umnmuumm~ nmimw mm nminwinnnuuunn i uunnuuuunmunw~ mM~ nuuuunnmuuuunununm wli~~ uuuunn uuuuuumuu . ~ti. ~ Ew.coNC. PAD t ) ti• Project Address , 1 \ DEPRESSIO / / / / / / ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / N \n\\.~\\n\\~\\n\\~\\,~\\~\\~\\,~\\~\~.~\\n\\~\\~\\n\\~\\~\\~ URFACE OF PAVEMENT a _ / / / / / / / / / / ~ / ~ a ~ \ \ \ \ \ \ \ \ \ \ \ \ \ FRONT OF \ DETAIL B ELEVAT .OVERFLOW ION VIEW „ 'SANITARY SEWER PIPE SCHEDULE ~ ~ ~ OPENING N.T.S. EX.B SANTO Z ~ ~ , ao ~ ~ ~ SEX. 2 CONC• ~~0' NEW3'X12'X4" ONC. PAD ` <,T ~ - ~ 48L'~ 486 ' CURB TO REMA11~~ .SOLID WA RS AND: ~ EX.VALLEY ~ 1 f ®ow! ~ ECYCLE BINS GUTTER CURB 6' CLEVELAND ST. WEIR SECTION B.B REMAiN LINE LENGTH (FT) SIZE (IN) TYPE SLOPE % 1 °v o •a ; i' OPENING IN NEW 6"X16" ~ 1 R EX.B" 140 LF V.C.P SAN..®1.5% ?0 REMAIN CLEARUVATER - Z 74 $ DIP 0.5 CURB FOR POND CURB END CONC. CLASS 52 OVERFLOW CURB ATi NEW SANI DOG HDUSE ,SE g O , F L, 33755: ~ , , , ACH W/ MH Wt TRAFFIC LID AND PVC ~ L ~ . ~ • , +71.7 3/8" S/S FRAME . 4ND ~ 2 - .3 75 $ 0.5 ' w' ~ ti ~ ~ t0 ANCHOR BOLTS SDR 35 ~ ~ ~ ~ RIM 71.55+ ~V ~ c ' • " ~ • • 71. ~ I EACH 51DE NEW INV. E+W=66.12 . ~ i , 4 ' + a ' • < NEW INV N=67.55 c ~ r GREASE i. ~ < SKIMME CLEVELAND STREET _ 2' 6" Xis" STRAIGHT ' ~ iv ~ R NEW S CONC. ~ + Drawing Title - 2 MUTCO CDNCRETB CURB ~ ~ • I < • ~ , ~ DESCRIPTION ~ r •'I ' ' • ~ 2'x5'x4" coNC. ~ .REF r6 QUANTITY ~a ~ SIDEWALK ~ ;L ~ • ~ • • ~ • •I PAD ' .a i- r +71.1. < ~ ,~ti`' 20 SITE, DR~?INAGE , D0 NOT .ENTER 1 I ' ~ ' . t• lrr~. • 1.: 5' AND UTILITIES., .STOP R1-1 2 EDGE OF PAVEMENT. . ~ ~ 1 • SIGHT SIGHT VISIBILITY PLAN CURB ENDING DETAIL DETAIL B PLAIN VIEW EXIT ONLY R2-1 2 - N.rs: ~ N.rs. ' TR IAA TRIANGLE o _ 2 ~ , N0 PARKING' R8 3a SUPLEMENTAL PLAQUE N SURVEY DATUM NAVD 1988 "N0 PARKING FIRE " ~ R8-3C 2 LANE WHITE REFLECTIVE BACKGROUND y wn~.r.~ w Drawing Number 20 WASTE COLLECTION WITH RED LETTERS BLACK BARRELS RECYCLE BINS TO TO NO STRUCTURE OR LANDSCAPE MAY BE INSTALLED BE ROLLED & PICKED UP BY WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN 7 . viour OWNER TO FROM CLEVEND STREET. .ET. 30" ABOVE GRADE AND. V ABOVE GRADE WITHIN THE 10 20 SIGHT DISTANCE TRIANGLE. 10 5 DEVELOPER o,~.? - ? D o ~ o 2 Non Penetrating 3' Pick Holes... ? 0 ? ~ ? ~ ? 1' 1' 0 ? 0 ? 0 ? 0 FDOT Type 5-3 Asph• Conc. patch to be 2" min. thickness ar match _ ~4" U ~ ~ ° 0 ? ~ 0 existing for thickness in excess of 2" III~I III~II~II- 3„ ~ ~ Z D o0?0?.0. 6"xf o o ? ~.o 6"x6"x#10 CLEANOUT PLUG. ~ ~ p p w.w ? Patch.. Resurface full width of street on W.W.M. 3000 PSI CHARLOTTE Pipe And Foundry, Company See NOTE Foc Traffic Bearing Cover., Z ~ III~I~III- CONCRETE ' Part. No.. 106 ,Or EquaY Q Q ~ ~ Ian itudlnal Installotiona T+2' (B' Mln, ~ 9 H. ` U - SECTION A, - A, ~ . _ ' ~ ~ Conpacted Replace Bose Thickness) N.T.S. k ~ ~ M ~ ® N X - S• - • rt• OPENING IN CURB Concrete-.Pad 8" FEMALE ADAPTER Z ~ L ~ (SEE CURB ENDING Thick. x 1'-6" Sq. ~ CHARLOTTE Pipe And Foundry. Company 0 ~ ~ ~ 24 - Replacement CURB-"• base material . DETAIL) Pait No. 101 Or Equal U p `a ~ SOLID COVER shall be Undisturbed Exist Base aPProved by the A2 w t ~ d- Engineer par W. Cit Article 22 12" Trench 12" ff 6 Width. tJ l 25 1 2 5 q . N _ Varies ~ O N 9 ~ 0 ~ o ~ 25 3/4' ~ T-TI11CkneSS Of Undisturbed Trench .Side 5~~ original Base cam oared eaakfiu P TWO-WAY CLEANOUT _ _ ° -a•. ~~"T'' CHARLOTTE Pipe And Foundry .Company, Q n' 29 1/2" ° a Part No:.448 Or -Equal 'p. 'a e RING`- SECTION a ~ - - - 4 .a • ~ Sewer Lateral weignt s5 lbs. - INDEx No.3a1 ASF~HALT STREET AND. :.b ~ ~ , a 6„ PAVEMENT - Q ENGINEER OF RECORD SOLID COVER SECTION . 2 0F2 DRIVEWAY REPLACEi~ENT ..4 ~ i ht 120 lbs. ' We g ° NOTES ° ~ ' :.j t A2 . t ' • ~ NOTE: Cleanout Plug Cover To Be ~~~Q~ U.S. Foundry 7623 Or Equal. V a .Found No, 117 Rin And BL Cover Or E ual. REGIUIRED FOR UTILITY 3• L U.S 9 ~ q \ ~ o CONSTRUCTION g' I: G~~ P 6"x6"x#10 W.W.M. ~ ~ q N N.T.S. CITY INDEX 104 1 OF 1 _ a,~,~~ SANITARYSEVIIER N~n~ m E BOT. -0F RETENTION . \\~~~r~ COMPACTEO . ` CLEAN-OUT DETAIL Wn ~N - ~ U BOTTOM OF RETENTION BASIN E W BASIN 3' ~ GROUND N.T.S: CITY INDEX # 304 1 OF 2 `;V ~i Z ui M z _ , 4" THICK ~ ~ 3000 PSI CONC... n IL = FLUME DE'I'A ~yz a $ w N.T.S. °Ill Ali l °III~tI=III~II~II-III~II~II EXPANSION JOINT o ° ~ W ° W ~~g 1 .o W V)~ W z _ SECTION Az - Az a F, o ~ °z c~ to N ~ Pick ale ~ „ ~ - N.T.S. ~ ~ ~ ~ ~ ` p W ~ . 1-1/4 5 8 Q ~ ~ o a in. 4 Re uired. q o ufDi m a x = ~ J. a~Nm N3 ~o RW " ~ 4 Drop at All Drives SEEMINDE)~,,F~u~R _ ~ LL ~ ' W ~ / z 3 _ . N~WW w S A N L T A R Y 1-1/2."R Wearing Surface - - - V ~ - - a e w E R Non Skid Cr~NCRET~ BRICK AS REQ'0 ~ . RING HALF PLAN Re uired ? ? ? o ? Pattern ° , __j_ APPROVED BARREL JOINT SEALS ARE. q Re uired ; ~ / ~ •.a; „ „ „ „ 3'X5"X3 NOMINAL PER ASTM C55 POST OPTIONS: a 2 x4 OR 2.5 DIAM. W iv ? p q. v c ~ 0 -RINGS OR RAM-NECKS ,TWO R ~ p ° Y CONCENTRIC .CONE- WOOD; 1.33LBS./FT. CONTINUOUS RINGS AT ALL JOINTS ~ " ~ ° ~ Base ALL JOINTS .SHALL BE SEALED. r (--6' MAX,----I MIN. STEEL Date issued; ~6~3~if~6 L FILTER FABRIC IN 23" ~ OPENING IN PRECAST 12" r7 ~ ~ ~ i~; • I l SOLD COVE ~/.L~ • Com acted.. , , WIDE MIN TO ALLOW , ER ASTMNC478EMENT CONFORMANCE WITH Project Number: ¦ 15 SEC. 985 F.D.O.T. ~6 1.3 5" MIN. WALL THICKNESS 3. #o" SPECS: OR EQUAL Designed by: KR 21 I R P , Machined Surface. ~ \ • • • Subgrade• BARREL TO BE PLACED I 4' MIN. 4' MIN. ; TYPE II.CEMENT 4000 PSI MIN. 18 ~N ~ , 6 , . 7..... ~~~C~~r/\ OVER EX, SANITARY PIPE r7 \ • .t~`~ AND ONTO CIP BASE " EXIST. ~ I ~ ~ ~ 2 /FT. MIN. _ „ o ~ 12 MIN GROUT FILL- OPENING WITH IIII JIII IIII-1111 GROUND Revised by: ~ ; 12" MIN ' .NON-SHRINK MORTAR 12aL Drawri by: RR o /i. /i~ /i. ' Grout flow.;channel s Before ex. I e is o ened r PP P ~ . O 20' PRINCIPLE POST Revisions: ~ STRAIGHT CURB -T OPTIONAL POSITION, CANTED Machined Surface N.T.S. CITY INDEX 101 1 OF 2 CAST IN PLACE CONC. RING -SECTION BASE 8'' MIN. DEPTH POST a 20' TOWARD FLOW W 5® 6" O.C: BOTH Minimum wei nt 7" z32 1b5. SECTION g SOLID COVER s MIN. ALL AROUNDE WATERSTOP POSITION F~ No. Date. Description 9 278 lbs. WAYS 3 CLR AT .Minimum Weight,l2~ Ibs:. 6'MIN. ~I `~-II- °r FILTER: FABRIC 1 8 31 06 CITY COMMENTS SILT ' ~ W EXIST. 2 .NOTES BOTTOM AND SIDES. 1.Where roadwa base is 8" or thicker use 9" rin , g SANITARY SEWER NoTEs Y IIII I IIIL=_IIII~II~I GROUND 3 all other.. cases 7 ring is permissible:. 1:MINIMUM CONCRETE.COMPRHE CREfE.COMPRHENSIVE STRENGTH:-4000 PSI®28 DAYS ' 4 2: Manufacturers model of .storm rin and cover to i~ANHOLE COVER 9 2. DESIGN LOADING: HS-20 be approved by City Engineer. N,TS. CITY INDEX Sot r of 2 NG: HS-20 I ~ 3: BASE SECTION IS MONOLITHIC 2 6" CONCRETE.CURB eMANHOL S SHALL HAVE A I~ 4 E N IS MONOLITHIC 5 TALL HAVE AN INTERIOR AND .EXTERIOR COATING SILT BARRIER DETAIL OF AT LEAST 15 MILS DRY TI 15 MILS DRY THICKNESS PROLO EP214-351 6 •d ' ~ ` , ~ EPOXI-MASTIC OR KOPPERS I d,. 'A ' OR KOPPERS BITUMASTIC BLACK SOLUTION. 300M. N.T.S: 7 1L _ . PRE EDGE OF PAVEMENT CAST DOGHOUSE I 8 GHOUSE MANHOLE DETAIL. 9 N.T.S. CURB ENDING DETAIL N.T.S. - PRELIMINARY SET ®PERMITTING SET GRADE Finish grade to RW z 1.0' 0 allow 0.4 min: 1.0 / ~ - WATER MAIN d~ max. fall from ~ ~ STORM DRAIN property line to CONSTRUCTION SET ~ back of curb. „ 18" MIN:'VERTICN. CLEARANCE 5.0' +-29.4' I Minimum- 36" Behind Back Of Curb L_ Or Edge of Pavement . 36" Project Name sidewalk GRADE NEW 5' ` SIDEW 'fir K~ a V 5' `SIDEWALK = Z 10' 10' TOP. of CLEVELAND ST. W5fORM DRAIN D.LP: IS USED IN PLACE OF P.V.C. ~ CURB 72.7 NEW CONCRETE FOR A MIN. OF 10' EACH WAY I a o + FROM ff OF WATER MNN WHEN GRADE ce t .f'72.2 TOWNHOMES THE VERTICAL CLEARANCE BETWEEN ~ ~ WATER & SEWER MNNS IS 18 OR LESS. , z .Double-Swee Tee 18" OR LESS VERI1CAL Cl: M ~ .I I L=1 11= - -DHW. 7.17 \ Directed b the WATER MAIN y - City Engineer _ _ + 10' MIN. ~\~j~\ j ~ _ P.V.C. OR V.C.P.. HORIZONTAL CLEARANCE . SAN. SEWER GRgVITY MNN .l`~i \ \ S~ Project Address ~ CONCRETE ENCASEMENT OF + STORM SEWER ~ ~ 4"X3'W GONG SPILLWAY 3400 PSI - CITY OWNED HOMEOWNER OWNED _ SANITARY SEWER GRAVITY OR SAN. SEWER MAIN IS NOT PERMITTED. GRAVITY MAIN 1482.1486. AND MAINTAINED AND MAINTAINED VERTICAL CLEARAPJCE HORIZONTAL CLEARANCE ii .1.11=1=LI I-1= -1I II-~\\/i CLEVELAND ST. ANY VARIANCE MUST HAVE WRITTEN 6" Service Lateral APPROVAL OF THE CITY ENGINEER. 4"X3'X3' .CONC. PAD 3400 PSI CLEARINATER WATER MAIN & SANITARY Main FL, 33755 SEWER CLEARANCES - STREET LATERAL SECTION N.TS. DETAIL ,NOTE: N.T.S. CITY INDEX # 305..1 OF 2 SECTION A.A All lateral materials, including approved N:T.S. Drawing rtle Cleanout hardware; are o extend to ,the ORIGINAL R/W or to the easement line. as noted. RECEIVED ~r=~ 20 2000 .CIVIL SITE DETAILS pLAIVNING DEPARTMENT PLAN CITY OF CLEARWATER Drawing Number. 1`~ L~ I 5 TO R MAIN 22" + LOT 7 LOT 7 DEVELOPER . LOT 9 LOT 8 TO R MAIN 12" U; Z TO REMAIN TO R MAIN 28" TREE INVENTORY NOTES To O CRITICAL ROOT ZQNE LOT ~ O Z ~ Q ~ N EX.4~ M SONRY TO REMAIN 30° ~ ~ N c,: 6" CONCRETE POURED ON GRADE WITHIN CRITICAL ROOT ZONE (CRZ) WALLTO REMAW AND VENTED WITH W.A.N.E AERATION 6'O.C. S 89°55'29 ~9°55'29" ~E(M 99.99'(M) ~ 1 • ~ z o . RAISE CANOPY TO A MININUM HEIGHT OF 15' ABOVE GRADE OVER + r~ VEHICULAR USE AREA AND OVER RETENTION POND. AS NEEDED TO ^~`.b ACCOMODATE CONSTRUCTION EQUIPMENT. 1ti` ~ ~ ~ 0 Z Z N ABC 3'X10' 3'X10' ' ' ABC 3'X10' ~ ' A/C ~ o ~ ALL PRUNING SHALL BE W ACCORDANCE WITH ANSI A-300. STANDARDS a/c 3~x~o• .~f a/c PAD ''GONG, PAD. CONC. PAD:.. PA CONC. PAD: PAD ~ ' _ AND PERFORMED BY OR UNDER DIRECTION OF AN ISA_CERTIFIED " PAO ~c ' . PAD:c PAD ' 1 U ARBORISL ~ ~ti' TREE PRUNING SHALL BE COMPLETED PRIOR .BEGINNING TO SITE WORK. ~,.a 1~ Ex:TO REMAIN 6°~16°~16"~20" ENGINEER OF RECORD O ROOT PRUNING: ROOT PRUNE' TO A DEPH OF 12" UTILIZING A VERMEER B DR DOSCOCIL ROOT PRUNING MACHINE. IMMEDIATELY FOLLOWING ROOT O EX.4' MASONRY 1~9 WALL TO REM IN PRUNING PROCEDURE THE TRENCH SHALL BE BACKFILLED WITH THE 1 X.20. V " ~ NATIVE SOIL AND BARRICADES PLACED IN THE TRENCH. MasoNRY co~uM FINISH CONC. INI -a-~-~-~ TREE BARRICADES SHALL BE .INSTALLED PRIOR TO COMMENCEMENT OF (TVa) ro ReMniN ELEV:73.50 ES O SITE WORK. BARRICADES SHALL CONSIST OF 2"X4"X4' LUMBER POSTS - TO RE AIN Z ~ ~ 8 INISH CONC. FINISH CONC. FINISH CONC. o ~ ry ELEV. 73.58 ELEV. 73.50 N W n~ N ~ v ELEV. 73.58 ti• ~ N ~ 12„ V~W~ ~ w o z PIACED TO A .DEPTH OF 1' ON 5' CENTERS. Ex. TO REMAIN ~ Ex.TO _ _ ~ e ~ ~ ~ ~ 5 THE UPRIGHT POST SHALL BE CONNECTED CONTINUOSLY WITH EITHER. + 9 16,; REM IN : ~Za ~ N ~ . . • Z ~ ui W 1~;1! W F . ro ~ ~ p; ORANGE MESH FABRIC OR 2"X2" LUMBER SECURETY.FASTENED ?0 THE ~Z~ v/~ .~Z~, - N a~ o ' TOPS OF 2"X4" POSTS. Q.~NM y3 F O~. . 1. CAR 1 CAR 1 CAR _ ~ ~ o. ~ Z HYDRO-AERATE SOIL PRIOR TO COMMENCEMENT OF SITE WORK WITHW +cAR GARAGE ~ry GARAGE GARAGE h W. o Z } CRZ. onrenGE ' ` }~72 , ? : ~M 712. ~ ' ' " ' F _ ~ i~ 7270'' ~ o ~ -I ~ ~ ~ ~ . Y ~?a` TREE BARRICADES SHALL REMAIN ERECTED THROUGHOUT CONSTRUCTION. : f " r: ~<<' r'I r •'t< •r' a I i r<c• + . , ~ti• ~ ; . ~ • _ ~ 10130106 .<< 6 r t~ r ~ Ic< ~,y, Dat@ Issued' - 1ti . i ^N^' - - NEW NEW k "r . • a i~~a~ ~'G NEw <il' + Project Number: 06-1"3 - - LANDSCAPED AREAS ANDSCAPED • „ ~ ~ . ' < ~ r ~ ' 4 ` LANDSC PED 'r <; ~ ~ ~ ~ ; Designed by:. AM AREAS I . ~ ~ , : ~ < ' AR 6 • ,rid, • c • RBVISed by: - O L:. .t . ~ ' . < . Drawn by' RR Z7 t•7~:5 ~'~.,r ~ ; •'<<. • '''x/26;' ''~'I~•' 7 W ` .,r . c ,c.. ~ < e''I' r . + t 4 O 1 R2VISIOn$: I ^,~ti[ ~ • ~ ~ < , ~ : { ~ ~ ~ 00 No, Date Description. 4 ~ a . II y t ,2, r t~ tit. ~ ~ 2 r I • <~i.4 •..t .i r , -J~ S yy s1 D [ 4 . ,'b ~',•f~CC~N~RF~'E~, ' G ~ t • i . ~ . t, 1•'` TREE C1N+P ~ 3 v ' ,4 r , : END _ ~ 6 t' z I , _ ' , < < r ' c ' L ~s 0 8 .sue\I~/~ ~ n ' 'o.; t 5,, f.'.~ r, i ~ CRZ 9 • , ~ ~ ~ ~ + ~ , ~ ~ 1 • • < ~ PRELIMINARY SEf <2`7A 1 ~ 72Sk9. f + I NE Im • ~ • t ' ~ PERMITTING SET 28" TEN ION ~ I• . PON inp~ ~ CONSTRUCTION SET ,~:o~uc~t~fi~..:~` °~e DHW 7 .7 r ' PB 69.6 , 4 TREE ~ , • - 2° X 2" Horizontal Wood + BARRICADE ' ~ ' ' ORIGINAL Rroject Name Members or .Y , ~2s RECEIVED 5 - 0' APProved Substitute ~ 71.5E 71.6L ' ~ o ~ ~ 9,.95' Nk)`.. , . ~ ~'~r 2, 0 200 i ~ N 89 52 ( ~ ~ , ~ . - CLEVELAND ST. 4. 2"x4"x4' ~ PLANNIN( DEPARTMENT . .4 ~ < ~ ~ ~ CIIYOFCLEARWATER TOIl~NHOMES Vertical. Wood Stakes i NEW CONCRE~bE +1ti TREE: CANOPY ,~6 ~ ~ om APRON titi NEW 19 + ~ti' ±~1 CONCRETE o Project Address - 6' - _ + Barriers Placed at Protective Radius '9~F ~ ~ ti, 1482-1486 a - is a Q , a CLEVELAND ST 2/3rd's dripline for hardwoods' ~6'minl ~ ,5 full driplme- for pines 16'min) p~ - ~ ~ - ~o,, _ ^~2 0)~ ' s 102 _ ' ~ ,R~ f6 CLEARWATER 1 FL, 33755 TREE BARRICADE DETAIL 8 Q' R W Drawin .Title . g N.T.S. ,2 c CLEVELAND STREET TREE - - - ~o~---- _ _ PRESERVATION ti`' 2°2 PLAN - 1 ~ SURVEY DATUM NAVD-1988. ww n ~ e. as_awt' ~ flrnwinn Ni imhar 10 0 5 ~0 20 ..DEVELOPER U Z TO R MAI N 22" S / BOL L GE 0 ICAL CO MO A E R MA KS UANT TY Z ~ ~ '~i 10' HEIGHT Q M qv Quercus virginiana UVE OAK 2.5" CALIPER $ ~ ~ ~ . r TO R MAIN 12" 18'-24' HEIGHT AT . U ~ m ~ ~rburnum suspensum VIBURNUMA ~ NG. so" o.c. .123 ~ m ~ TO "REMAIN iH Rha hiola is indica . INDIAN HAWT 0 N PuNn c.Hi4 ocT 83 Z ~ ` ~ ® P. P HRE ~ ~ TO R MAIN 28.. ' ~ ~ ~ ~ ~ 14"-24' HEIGHT AT U J ~ ~ Q LM Liriope rnuscari BIG BLUE LILLY TURF ~ NG. 24" o.c: 149 ~ t. ~ UB W p ~ -a EX.4' M SQNRY TO REMAIN 30" 45 SOD _ O 289 S'Y ~ U . ALLTO REMAIN ~ , Z Z S 89 5 29 E M .99 M ~ ~ ~ ~ U ...........,...SCREENING • 10`LANDSCAPED • :HEDGE . . • . • .SCREENING.. • • . • . PERIMETER BUFFER ~ . • • ~ . • . . HEOGE ENGINEER OF. RECORD. . A C A C • ~ SIGHT VISIBILITY A C t~ 3X10 3X10 3X 0 • A C / 3X10 '1~., / 1 / ? PAD 'CONC. PAD<: • CONC. PAD:. PA CONC. PAD; PAD PAD 'I CONC. PAD:,, • • • N TRIANGLE • ce'9 I. O I 12 ~ Z~~ e ~l QY QV. . . Ex.TO REMAIN 2,NO STRUCTURE OR LANDSCAPE MAY BE INSTALLED ; a v ° ~ WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN W n ,Nn,,N_ ~ U ~ ~ ' , ' 1 ~ . 6./16 /16 /20 1 . , 30"ABOVE GRADE AND.B'. ABOVE GRADEWITHIN THE ~i z ` ' . W ~ z EX.4 MASONRY • SIGHT DISTANCE TRIANGLE: ~ ~ _ ~ e z ~ M .WALL TO REM IN - , liz~ ~ ' „ x.20. z $ ui W MASONRY COLUMN. T ORE AN . Z = a a, FINISH CONC. FINISH CONC. FINISH CONC. FINISH"CONC. . TYp TO REMAIN` Fo ~ zca _ N C Z .7 N . ' , • ELEV. 73;.50 ELEV." 73.58 ELEV. "73.58 ELEV. 73.50 0 • N , Y ~W ~ ro d. 12 n . a~a Ex. TO REMAIN • ExJ0 ~~m ~ Z0~ REM IN =~~LL ~ W (7 'A Z Z - • 16 • N~~W. ~ W w Q [v Y r3 . J~~~ ii • N U u7 J . • ' • , TREE & SHRUB PLANTING DETAILS W • Date Issued: 06130106 • • 1 CAR 1 CAR 1 CAR 1 CAR ' • GARAGE GARAGE GARAGE GARAGE NOTE: ALL TREE STAKES AND SUPPORT WIRES Project NUmber: 06-~ 3 ' .WILL BE REMOVED AFTER 4 COMPLETE . ~ ' i'72.70 +7265 +72.65 ~I'72.7 ~ ~ • ~ ~ L ,11.E , :~f.': . . cROVANC sFxsoN, Designed by: KR 10 AVERAGE- • . 0 ggg~°°°o Revised by: ~ ,LANDSCAPE PERIMETER . ' ~a.o ~o.o Remove Decd and Injured ~ Drawn b ; 000 Twige, TAm No Leadere; Y RR IH BUFFER \II~ o° 0 3' Minimum Mulch Retch Naturol Shape. ~ 3/4' - 2' Ply Reinforced - Aubber or PloeUo Hose I~ ,~I Ili 3" Soil Scucef White Syrveyora Tagging . RBVISIonS: Tape, 8 Lengih 1I EW EW ~N N R ' Remove Container ~ 3 - 12 Guage Galvanized Wiros N0. Dgte DeSCTIptIOn 1 1 APED APED , yy From Rootball Spaced 120 Around Tree °nQ Set At A 45'Mgle-With 3- 6B Mm,. •G".;Miq, Planting Soil Mixture . Duckbill Mahoro Or Equal 1 07 ~-0 06 CITY COMMENTS IH 39 ~'G~ R CONCRETE CURBING. ~y ~ 40 r ~ Exi9tiflg Scil 4 Min. ~ ~ Mound To: Form Saucer - 2 8/31/06 DRC 'COMMENTS'. ASPHALT PAVEMENT ~ 3'. Minimum. Mulch hover ~I . . y„ ~ ROAD BASE Remove Burlcp From 7 +72.6 • ; \n INTERIOR Y~ ~ ~ ~ . ~ Around Tap Of Ball, sr....., ,,~qu Planting Soil Mixture 4 ` . Iv W LANDSCAPE . ~ Q y , Ir ~ Q SHRUB PLANTING DETAIL C0 (1.j I ~ AREAS I ~ V v /'1 Q N.T.S. S TREE STAKING & PLANTING DETAIL z` ~ ~ ADJACENT TO PAVEMENT s oo ~ NEW ~ ~ N,LS. ~ ^ 725 , ,I AREA I 72 r~ MPED ~ , - • ~ ~ CONCRETE . • . o AVERAGE ~ , IH ' , ' LANDSCAPE PERIMETER 9_ y ' BUFFE R NOTE: ALL TREE STAKES AND SUPPORT WIRES I ~ WILL BE REMOVED AFTER 1 COMPIETE 17 ' 31~ ; CURB ` ~ cROwING sFASON. PRELIMINARY SET VB • b . • . R3 " END I. o.o, LM For Cabbage Palm Inatogatkn: For Cabbage Palme: • ~ LM ~a, , 39 . . Trfm NI Fronde at Time NI Tmnke to be Smooth and NOTE: ALL TREE STAKES AND SUPPORT WIRES of Oipging and flaming NI Bum Marke Bombed Away !MLL BE REMOVED AFTER 1 COMPLETE Fa WoeNnatan Palm Inelatlodax ar Woehington Patma: GROWING SFASON. ' ~ 97 ~ ~ I I~ ~ L~~ 11 ",'S.~y I I I~ I " n 1 1 u r~/ I y HI Ir 1 ~~1 I ' leave inefde row °f fronds Leave °II boots on trunk Tb ap allh hbdagicdable twke ~ PERMITTING SET 20 tayem Burlap Pad at ~ F;emove Dsad and Injured . ~ •.~1 Ill a • • • • • ? • • • • W ~ \ ~ 73.9HP 74.OH • Su rt Contact - No Twige, Trim No laadero, w Nalk~ln iroe Wood Fletain Nalurol Shape.. _ W,~y • CRS YAro r,, ~ ~ a/a• - 2 Py Ra(nror~aa ~ CONSTRUCTION SET ~ Rubber or Plastic Hose 2' x 4' Braro (Yelow Plm) WhRe Syrveyor a Tagging ..:2q. I 27 72 Space Throe of .120' typical Tape. 6 Length 8 Remove aHer one growing aeosom • K D• . a3 3 - 12 Gu°9qa CaNanixed YAros 2' x 4 Stake (Yellow Pine) Spaced 120 7lround iroe an Three Feet loop Set At A 45'Mgle With 3 88 . . . Remove after one growing aeasonr Duckbill Mchora Or Equal Prof ect Name ` Saucer Aim Rsmova otter one grow(ng aeaeon. .4r'~. ,i . Flnteh erode 4 Min. Mound To Farm Saucer TEN ~ ~ ST PED . T% ~ - 3' Minimum .Mulch Layer 3' Minimum Mulch ~ 73.5.' . 15 ONE-WAY • . ~ , ~ Rootboll 10' Minimum ` -Remove Kuria From Radius from Tmnk Around lop O~ Ball CON BETE • . , . IN 7 .Z • . i •'PERIM ' Washed-In andTomped ru...:. ~;;,h ~-PlontingSoilfylxture CLEVELAND:ST.. PlanDrp Shc Mlxturo 'I ~ r • • . • • . ~ • . • . . 1~ ~ . - Ex~Dn9 Soll TO~UNHOMES TREE . . .:d~ • . • BARRICADE• Provide a minimum 5'x10'- unob~tructed planting aroa 2 WHRE STRIPE ~ , "~~~~~Jkl ~~%dl~dY,~ ,r , NEW 4 ~ I,. ~ ~ v, ~ . - PALM STAKING & PLANTING DETAIL TREE STAKING & PLANTING DETAIL 1 t ~ ' N.T,S. N.LS. I , .5. a , 9,.~5 M-) ~ -Project Address 1~I - ~ , GHT TRIANGL ~ ~ < N 89 ~5 1 , ~ , . I ~ < I ~ c I ~ ~ ~ ~ . , ~ ~ T 'TRIANGLE 2 ~ .4 ` 1482-1486 i . CLEVELAND: ST. TREE. CANOPY . ORIGINAL CLEARWATER NEW CONCRETE NEW RECENED APRON - FL, 33755:. CONCRETE 20 2006 APRON PLANNING DEPARTMENT CITY OF CLEARWATER a Q a , ,n , Q / ~ Drawing Title SURVEY DATUM-NAND 1988 LANDSCAPE SCALEII 1' 'i0' PI..~N 10 0 ` l; ' 10 zo ~ ~ Drawing Number 1 i a~~_S~~ I I 3040 6068 3040 6068 6068 3040 6068 { 3040 p I p as e ( n 4 ~ I eon 0. o o _T _T o o o o 1 I 1 I ~ ~ ~ ~ ~ DINING DINING DINING ° o, ~ I DINING ° I I 0 0 to to °I of ~ ~ 04 I. oG Bp Gp 21'-1" 21'-1" ( IW W I ~a I I a ~ I ~ I v. e I I ~ ~ ~ ' ~ ~ LIVING ~ LIVING LIVING ~ LIVING ~ o ® n 0 0 D -O_ o _ --t'1- - - 11'-3 5/S" - - - - ~ 11'-3 5/8" ~ ~ - - - m ~ ~ ~ - ~ - _ m ` m - - _ _ _ _ G,~R~tGE ~ _ _ G,4RAG~ ~ GA~R}~GE - _ _ _ Gf~RA~GE - ; 13'-'f" x 20'-0" ~ 13'-7" x 20'-0" 0 13'-'I" x 20'-D" - -UP- tV -UP- - ry 13'-7" x 20'-D" --UP--~ r:-: _ -Up--- ~ r------- f 1 I r- ~ ~ I I ~ ~ I N N ry ~ I I ry I Trash I Trash I Trash Trash I container I _ I container - container container I , ~ _ 1068 3068 1068 1068 I I I ~ 3068 1068 10E 1068 30b8 1068 '1068 3068 1068 ~ 1::' I I ~ - I I ' I _ i i -I ' i I i i l; i I j I i I I ORIGINAL RECEIVED .III! 031006 PLANNING i~t.:,i'JIENT CITY OF CLEARWATER Cleveland Street Town ~ Issue Date: 29 June 2006 I Tw~~ w,.~~.~~... I Cleveland Street I Ilia wullu111y Is designed to Clearwater, Florida meet the standards set Florida forth In TtsCtOnICS Section 6p9 A Incorporated 1/4"Scale of the 2004 Kenneth S. Risley, P.E. Engirners oon ,tunless Florida; PE 32668 P.O. Box 1115 otherwise Auth, Number 00009670 Building Code Welrsdale, Florida 32195 specified Ph. (813) 961.7194 Fax (813) 8216852 '1 i r------~~----------~~-----------~-----------~~----------~~--------- aa40--- 4Q4D-----------4LL4CL--------- 4Q4CL-----~ ~ 61n 12 i u 10 -4 3/4 E I 10 -4 3/4 I ~ ~ c0 10 -4 3/4 10 -4 3/4 m BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM BEDROOM :DROOM BEDROOM BEDROOM ~ 10'-3" x 11'-5" 10'-4" x 11'-5" 10'-4" x 11'-5" 10'-3" x 11'-5" 10'-4" x 11'-5" 10'-3" x 11'-5" 4068 4068 4068 4068 4068 406E 4068 4068 4068 a~ `'s e~ ~s a~ ~s ry~b~ ass ry~ s~ ss ~b ss 8 I ~ ~ a e~ ~e ss ry ry 6 as j 68 2668 , 1A _ _ _ _ _ 2668 , ~F ~ v 2668 ~ a 2668 N-- se ss - D DN - _DN- - o _ DN _ I ~ 0 - - - - - a ~ I ~ ~ ~ 0 ~ - 0 0 0 0 ~ 0 0 0 0 ~ a ~ O O ~ ~ - - - - - - - _ - 2668 2668 2668 _ 2668 _ _ _ _ - - - - - - - - q i n 17-71/2 / \ - - _ - - _ - - - - - - - - i \ i \ ~ i \ i \ \ 21'-1" \ r M,~ST R B r ~ \ MASTER BDRM , E DRM ~ M,45T R B M ~ \ E DR MASTER BDRM 20'-11" x 14'-6" d' 20-11 x 14-6 ~ \ 20'-11" x 14'-6" ~ \ 20'-11" x 14'-6" I / \ 2868 ~ \ 2868 ~ \ 2868 2868 2868 / \ II~ III ~ \ \ II II~ / \ III bin 12 Evert)-G - -----------I bfn12 ---------------3056--X050•------------------X056--~"050----L----3aT0---305x-------•----- .~-7~~~{- - - - - J - - - - - - - - - - - -7V7U ~0~ - - - - - - - - - - - ORIGINAL RECEIVED 03 2006 PLANNING DEPAk, rnENT CITY OF CLEARWATER r Cleveland Street Townhomes I ~ ~ Issue Date: 29 June 2006 This hulldina Cleveland Street Is designed to Clearwater, Florida meet the standards set Florida forth In Tedonlcs Section 1609 InCorpfrat+e 1/4" Scale of the 2004 L-Auth. nne:Number SJ000096710 Engineers ConUarl rs unless Florida E P.O. Box 1115 otherwise Building Code Welrsdale, Florlda 32195 specified Ph. (813) 961.7194 Fax (813) 821-6852 BEING A REPLAY. OF LOTS 41 THROUGH 44 BLOCK C HIGHLAND GRO , VE, AS RECORDED IN PLAT BOOK 6 PAGE 75 OF THE PUBLIC RECORDS OF PINEL > LAS. COUNTY, FLORIDA 9 " LYING IN SECTION 14 `TOWNSHIP 2 . 9 SOUTH, RANGE 15 EAST, CITY.OF CLEARWATER, PINELLAS COUNTY" FLORIDA LEGAL DESCRlP110N.• LOTS 41, 42,' 43, & 44, BLOCK C, HIGHLAND GROVE, ACCORDING TO MAP.OR CERAFICAlE OF APPROVAL OF COI/NTY Cl FRK REVIEWED FOR'CONFORMITY TO PLAT THEREOF AS . kECORDEO /N PLAT BOOK 6, PAGE 75, OF THE PUBLIC COUNTY OF PINFLLAS RECORDS OF PINELLAS COUNlY fLORIDA. GRAPIER 177. -PART 1 FLORIDA ST,4 Tl/TF.S STATE OF FLORIDA UNDER CONTRACT 7`0 7NE.C/TY OF:CLEARWAIER, 1 HEREBY CERI7fY THAT, PURSUANT TO 1, KEN BURKE CLERK OF IT•lE CIRCUIT GRAPIER 177.08(1), fLOR/DA.STAIUTES, l HAt!E REVIEWED THIS PLAT AND FIND THAT 1T COURT OF P/NELIAS COUNTY, CONFORMS TO CHAPTER 177, PART 1, . OF'7HE ROR/DA STATUTES THE GEOMETRIC DATA . FLORIDA; HEREBYCERT/FY THAT 1HlS PLAT HAS BEEN EXAMINED AND THAT /T COMPLIES HAS NOT BEEN VER/F/E0 FOR" MATHEMAACAL CLOSURE. !N FORM" WI]H ALL THE REQU/REMENIS OF THE STATUTES OF 7NE STATE OF FLORIDA PERTA/N1NG TO MAPS AND PLATS; ANO THAT 1H/S PLAT HAS BEEN. FILED FOR RECORD /N PLAT BOOK` . PAGE??_, PUBLIC RECORDS OF P/NEZCAS COUNTY, KATHLEEN C. LANZNER FLORIDA, 7H/S DAY OF ?_? YEAR OF 20_ Al : DATE " DED/CAlION• PROFESSIONAL" SURVEYOR AND M APPER THE UNDERSIGNED CEl?71F/ES )NAT THEY ARE THE OWNER OF THE )RACY OF LAND KEN BURKE, CLERK BY.• ZlCENSE NUMBER LS 5120 - SIAIF OF fLOR/DA . . DESCR/BED HEREIN, AND )NAT BESIDES THEIR INTEREST ]HERE/N THERE ARE NO pINELLAS COUNTY, FLOR/DA. DEPUTY CCERK CUMBEY & FAIR, INC. L8 2168 OUTSTANDING INTERESTS /N SAID PROPERTY O1NER THAN (NOSE SHOWN OR NOTED ? ON 1H/S PLAT, WFIICH /S HEREBY PLATTED AS "CLEVELAND STREET 1t7WNHOMES",• AND )HAT THEY DED/GATE TO THE PUBLIC /N GENERAL, ALL EASEMEN75 CREATED BY 1H/S PLAL OWNER.• P/ERRS L. CDURNOYER 1476 CLEVELAND STREET CLEARWATER, R 33755 727-410-3692 PIERRE L. COURNOYER PRESIDENT ?--- _.- WITNESS PRINT W1INESS NAME WITNESS.• SU VE DR'S ACKNOW2EDGEMENT AS TO MORTGAGEE R Y NDIES.• . STATE OF L BASIS OF BEARINGS )S-THE. EASTERLY BOUNDARY UNE OF THE NW 1 4 OF THE NW 1 4 F PR/NT W17NESS NAME / .. / 0 COUNTY Of SECAON 14-29-15. SA/D BEARING BEING N00?T1'36"W(PCED)., ' THE FOREGOING 1NSTNUMENT WAS ACKNOWLEDGED BEFORE ME 1H/S DAY 2 TH/S PLAT, AS RECORDED /N IT5 GRAPFl1C FORM, )S THE OFFICIAL DEP/CIION OF THE SUBD/VTDED DF `? 20r, BY ? WN0 LANDS DESCRIBED- HEREIN AND WTLL /N N0 C/ROUMSTANCES BE SUPPLANTED /N AUINOR/lY BY ANY lS PERSONALLY KNOWN. TO ME OR HAS PRODUCED ,aS OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE. MAYBE ADDI710NAL RESTRlCIIONS. THAT IDENIIfICA770N AND WHO D/D/b1D NOT TAKE AN DA1N. ARE NOT RECORDED ON 1H/S PLAT THAT-MAYBE FOUND /N 1Nf PUBLIC RECORDS OF TH/S COUNTY.' 3. ALL PUBLIC UT/UT;' EASEMENTS MUST PROVIDE` )HAT SUCH EASEMENTS SHALL ALS0 8E ACKHOW2EDGEMEN7? NOTARY S/GNA TURF. . . EASEMENTS FOR `THE CONSIRUC710N,. INSTALLATION, MA/NIENANCE, .AND OPERA110N OF CABLE )SCENTS/ON SERVICES;' PROVJDED, HOkgVER, NO SUCH CONSIRUC110N, 1NSTALLA AON, MA/NTENANCE STAR -0F FLORIDA J , . AND OPERA1/0N Of CABLE TELEVISION: SERVICES SHALL .INTERFERE W/1H 1H£ FACIUT/ES AND COUNTY P OF PINELLAS, : . SERVCES OF AN ELECTR/C, lELEPNONE, :GAS, OR DINER PURL/C U7lL1TY. IN li/E"EI?ENT A CABLE TELEVISION COMPANYDAMAGES THE FACILITIES OF A PUBLIC UITLIIY, lT SHALL BE. SOLELY. RE )Ells IS 1O CER]1FY THAT, ON ]H1S i DAY OF ?; 20_, .PERSONALLY ' SPONS/BLE FOR THE DAMAGES 1H/S SECTION SHALC NOT APPLY TO THOSE: "PR1VAlE EASEMENTS GRANTED TO OR OBTAINED. BY A PARTICULAR ELECTRIC : TELEP NONE,: GAS OR OTHER PUBLIC UJIl1J'f: APPEARED BEFORE ME, .MEMBER/AUlNOR/ZEO AGENT AND MEMBER/AUIHOR/ZE0 AGENT, ? WH07S PERSONALLY ° 4: TRACT "A" IS A COMMON, AREA. AND.IS DEDICATED ASA PR/VATE ACCESS:I)RA/NAGE UAIITY KNOWN TO ME OR L7 ? RODUCED AS /DEN11F1CAbON . AND D/D/b/D NOT TAKE. AN OATH, KNOWN TO BE THE PERSONS DESCRIBED /N _ , , AND LANDSCAPE EASEMENT. TRACT "A" = 9,318: SQUARE FEET OR 0.21 4 ACRE f. AND WHO EXECU]ED THE FOREGOING /NSIRUMENT OF DEO/CA1/0N AND ACKNOWLEDGED .THE EXECU110N )HEREOF 1D BE THEIR FREE ACT AND DEED, FOR THE USES AND AGENCY REVIEW 5. ALL ROADS, S1REf15.AN0 U]TUAES, JNCLUD/NG STORMWATE R FAC11111ES DES/GNAIED AS PRIVATE PURPOSES HERE/N EXP1?ESSED. . . HEREON, ARE SPEC/RCALI Y SET AS/DE FOR TNf USE BY THE PROPERTY OWNERS AND /N NO WAY REVIEWED BY THE LOCAL PLANNING AGENOY OF ME CITY OF CLEARWATER, PINFCLAS COUNTY,: CONSAIUTE A OFO1CA110N TO.1NE GENERAL PUBLIC OR TO THE CITY lT BEING SPECIFICALLY W17NESS MY HAND AND SEAL ON THE ABOVE DAIS: FLORIDA, ]H1S DAY OF , 20 , UNDERSTOOD THAT N0 OBLIGATION lS 1MPOSEO. UPON THE CITY .FOR' MA/NIENANCE OR . IMPROVEMENT "OF SUCH: SJREElS AND Ul1UJ1ES MA/NIENANCE?OF THE PR/?AIE.U)TUTIES, WATER ; SERVICES BEYOND METER, SANITARY SYSTEM, STORM WATER SYSTEM ANO ROADWAYS WILL 8E' MY.CDMM/SS/ON EXP/Rf.S• SECRETARY . MAINTAINED BY THE HOME OWNER• ASSOC/AAON. Notory Public PR/N1F0 OR TYPED 6. -TOTAL. AREA = 13, 000 SQUARE FEET OR-0.298 ACRE f. CERIIFICAIL' OF APPROVAL nF CITY COUNCIL COUNTY OF PINELLAS STALE OF fZDRIDA 1T /S HEREBY CER71FIE0 THAT 1H/S PLAT HAS BEEN OFFICIALLY APPROVED BY. 7NE Cl]Y COUNCIL OF THE C1TY OF CLEARWATER, P/NELLAS COUNTY, FLORIDA, 1N/S ?. DAY OF , 20.. SURVEYORS CERAFICA I, DENN/5 J EYRE, MAKER OF THIS `PLAT, . DO HEREBY CERTIFY THAT lT /S A CERIIFICA OF MO TR GAGES, WILLIAM B. HORNS l! CORRECT REPRESENTATION OF TF/E. LANDS SURGfYEO, )NAT .THIS PLAT WAS MAD E THE UNDERSIGNED, AS MORTGAGEE UNDER A CERTA/N MORTGAGE DAZED CITY MANAGER UNDER' MY RESPONSIBLE D/R£C170N AND°SUPERWS/DN, AND )HAT. lNE SURVEY DATA ??? RECORDED /N O.R. BOOK _ .PAGE _ COMPLIES WITH THE REQUIREMENTS OF CHAPTER 177.PART 1 OF THE FLORIDA STAlU7E5 'l . PUBLIC RECORDS OF f'1NELLAS COUNTY, FLORIDA, JOINS /N AND CONSENTS 10 FURTHER CERTIFY, THAT ]HIS.PLAT MEETS AZL: MATERIAL, .:IN COMPOSIIIDN, REOU/RED BY ]HEDEDICAAON OF lIlE LANDS DESCRIBED HEREON, AND AGREES THAT /N THE FLORIDA STATUTE 177.091, AND THAT ON 1HE_DAY OF •;.?O_, PERMANENT REFERENCE MONUMENTS HAVE BEEN PLACED, AS SHOWN HEREON; AS ` EVENT OF FORECLOSURE OF 1H/S MORTGAGE ALL DED/GATED AREAS SHALL REQU/RE0 BYLAW.: - SURNVE AND BE ENFORCEABLE SIGNED THIS ' DAY.. , 20_. .BANK . CERTIFICATE OF APPROVAL OF CITY MANAGER.• BY APPROVED FOR INS C/TY 0 -' F CLEARWATER, PlNELLAS COUN]Y FLORIDA, TN/S DAY OF WITNESS• - DENN/S J. EYRE ; 20..; PROVIDED )HAT THE PLAT /S FLED !N ]HE OFFTCE OF THE NAME.• CLERK OF THE C/RCU/T COURT OF P/NELLAS COUNTY, FLORIDA W11H/N ONE MON]T?/ FROM FLORIDA PROFESSIONAL SURVEYOR N0. 2865 PRINT WITNESS NAME ]HE. DATE OF H!S/HfR APPROVAL ? GEODATA SERVICES, INCy AIZE ? 1822 DREW ST.. SU/1F 8 WI7NESS• CLEARWATER, fL 33765 . Phone 727-447-1763 247 CITY MANAGER . ??? o ?? PRINT W1INESS NAME SHE T 1 F? E 0 3 HIGHLAND GROI/E PB 6, PG 75 LOT 8 LOT 7 S89'52'01 "E LOT 6 100.Od LOT 5 ?. ,. ' 28.48' 21.76' 21.73' n •, 28.03' ' " ? ' TRACT ,IA,? € ff 8,. 4+? I iQi / ... LIB+? .tt:.t: ? I .. ?? .T , c.+t t1 trf?Ch.. t?l? T , 8 66 t ? ? ?:? •.:.. ,; ; :•::: ? Q ?;?.: ;?? :: ? x : , Q ... ?': UNIT i`::.::; •:; ......... ... ..... ;• ;::UNIT 2 :::;:.;::: ... . ,':.`: ?'?:::? UNn` 3:`.;'::;::?. ;::: ;;::::;:;. 4:.:.??:-::: O \ I- U ?, p l- •U O O o a i:':•i; :,• ? N Q ? ? ? ? o ? ? .:F:;. . ?:: ' r:: ;,:: HIGHLAND GROI/E' ? '. ?:: ;r , PB6 PG75 56 :•. 7 \h ?. ,, ?I '? _ ? 4, N ?I p Z ?r O ? '? O ?, 00` ? W V ZW ?? O Q O? Z ? J O? m= W Z ?h lWl H/GHL D AN GROI/E ? 0 ............................................................ PB6, PG 75 Q -? W 0 o bl 0 LO1' 40 ° o o : LOT '45 . W M ? of U 3 TRACT A W ^? ao ? COMMON AREA- ? 0 o O ;PRIVATE ACCESS, DRAINAGE, p Q i? rn ? ?. ;UTILITY & LANDSCAPE EASEMENT ?- p ? ' n ? o Q, o ? ? w wl O . Z ? I ? o Z O o LOT 1 =? LOT 2 LO.T 3= .LOT 4 Z 3581 SF Q 2829 SF Q 2825 SF o: 3764 SF ? Q ? i5 0. o J _ d b O ' y` $ b o? ? z z z' ? i 3 ? I I p , i ? 130.00 (P) 26.62 21.76 21.73. 29.89 N89' ? ,? 00 0 ' 5201W 1 .0 eo' R/w _ CLEVELAND STREET _ ?_ _ w a GR APHIC SCALE 20 0 : 10 20 IN FE .? ET ) _ 1 inch = 20 ft. LEE D -? CENTERL - ? INE OF I - R GHT OF WA Y FN&D FOUND NAIL D AN 0/SK CE = C OMMON ELEMENT - LCE = L/MI TED COM MON.ELEMENT OR =OFFICIAL RECORD BOOK PG = .PAGE PCP _ PERMANENT CONTROL POINT PRM =PERMANENT REFERENCE MONUMENT PCED = PINELCAS 'COUNTY ENGINEERING DEPARTMENT (P) =PLAT PB =PLAT BOOK PGS =PROFESSIONAL LAND SURliEYOR (R) =RADIAL R/W =RIGHT-OF-WAY (D) =DEED C/3 =CONCRETE SLAB 0/A = O ?ERALL POB = POINT OF BEGINNING POC = PO/NT OF COMMENCEMENT BLDG.' _ -BUILDING N =NORTH E =EAST w = wESr S =SOUTH SECTION CORNER ®`= SET P.R.M. PL5 2865 4x4 CONCRETE MONUMENT ®=SET 5 8" SAPPED 1RON ROD / PLS 2865 . NOTE: BUILD%NG DETAILS ON SHEET 3 OF 3. ? zoos ??.a o SHEET 2 OF ?? CLEARWATER STREET TOWNHOMES BEING A REPEAT OF LOTS 41 THILOUGH 44, BLOCK C, HIGHLAND GROVE, AS RECORDED IN PLAT BOOK 6, PAGE 75, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LYING IN SECTION 14, TOWNSHIP 29 SOUTI3, RANGE 15 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA LEGAL DESCRIPTION: ' LOTS 41, 42, 43, & 44, .BLOCK C, HIGHLAND GROVE, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 6, PAGE 75, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. UNIT BOUNDARIES: THE UPPER AND LOWER BOUNDARIES OF THE UNIT SHALL BE THE FOLLOWING BOUNDARIES EXTENDED TO AN .INTERSECTION WITH THE PARAMETRICAL BOUNDARIES:. 1 UPPER BOUNDARIES -THE HORIZONTAL PLANES. OF THE UNFINISHED CEILINGS OF THE; UNIT. 2. LOWER BOUNDARIES -THE HORIZONTAL PLANES OF THE UNFINISHED FLOORS OF THE UNIT. ARIES OF THE UNIT SHALL BE THE VERTICAL PLANES ESTABLISHED BY THE THE PARAMETRICAL BOUND UNFINISHED INTERIOR OF THE WALLS, DOORS AND WINDOWS BOUNDING THE UNIT EXTENDING TO THE INTERSECTIONS WITH EACH OTHER AND .WITH THE UPPER AND LOWER BOUNDARIES. L( 6 GRAPHIC SCALE 20 o io 2a ( IN FEET ) 1 inch = 20 ' ft. SURVEYOR NOTES: 1. BEARING BASIS IS ASSUMED. 2. SEE SHEET 2 FOR BUILDING DETAILS. LEGEND ? =CENTERLINE OF RIGHT-OF-WAY FN&D =FOUND NAIL AND' DISK CE =COMMON ELEMENT ' LCE =LIMITED COMMON ELEMENT OR =OFFICIAL RECORD BOOK PG =PAGE. PCP =PERMANENT CONTROL POINT PRM =PERMANENT REFERENCE MONUMENT PCED =PINELLAS COUNTY ENGJNEERING DEPARTMENT (P) =PLAT PB = PLA T BOOK PLS =PROFESSIONAL LAND SURI?'YOR (R) =RADIAL R W =RIGHT-OF-WAY / (D) =DEED C S =CONCRETE SLAB / 0/A = OVERALL POB =POINT OF BEGINNING POC =POINT OF COMMENCEMENT BLDG. =BUILDING N =NORTH E =EAST W =WEST S =SOUTH = SECl10N CORNER ¦ =SET P.R.M. PLS?2865 4"x4" CONCRETE MONUMENT ORIGINAL RECEIVED ??, 03 206 J PLANNING DEPARTMENT CITY OF CLEARWATER SHEET 1 OF 2 so' R/w CLEIiELANO STREET P???,{;?ftlhlARY CLEAl~WATER STI~ET T()~IOlVIES BEING A REPEAT OF LO 1 S 41 THROUGH 44, BLOCK C, HIGHLAND GROVE, AS RECORDED IN PLAT BOOK 6, PAGE 75, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LYING IN SECTION 14, TOWNSHIP 29 SOUTH, RANGE 15 EAST,. CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA zr•-~^ 0 H \ h b .I O O ~oo~ c ~QQ~ ~ C PLAN VIEW ELEVATION VIEW SCALE: 1"=5 Not To Scale oR~~~NnL RECEIVED X06 SHEET 2 OF 2 JUL 03 2006 PREPARED BY: PSM 2865 LB 7466 P~NNMG DEPARTMENT RTMENT ?Vi4; r~ GEODATA SERVICES, INC. Q~ ~`~Nr'~R i-i~~~~~~~~~~~ 1822 DREW ST. SUITE 8 CLEARWATER, FLORIDA 33765 PHONE: (727) 447-1763 BEING A REPEAT OF LOTS 41 THROUGH 44, BLOCK C, HIGHLAND GROVE, AS RECORDED IN PLAT BOOK 6, PAGE 75, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LYING IN SECTION 14, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA LEGAL DESCRIPTION: LOTS 41, 42, 43, & 44, BLOCK C, HIGHLAND GROVE, ACCORDING TO MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 6, PAGE 75, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. UNIT BOUNDARIES: THE UPPER AND LOWER BOUNDARIES OF THE UNIT SHALL BE THE FOLLOWING BOUNDARIES EXTENDED TO AN INTERSECTION WITH THE PARAMETRICAL BOUNDARIES: 1} UPPER BOUNDARIES -THE HORIZONTAL PLANES OF THE UNFINISHED CEILINGS OF THE UNIT. 2. LOWER BOUNDARIES -THE HORIZONTAL PLANES OF THE UNFINISHED FLOORS OF THE UNIT. THE PARAMETRICAL BOUNDARIES OF THE UNIT SHALL BE THE VERTICAL PLANES ESTABLISHED BY THE UNFINISHED INTERIOR OF THE WALLS, DOORS AND WINDOWS BOUNDING THE UNIT EXTENDING TO THE INTERSECTIONS WITH EACH OTHER AND WITH THE UPPER AND LOWER BOUNDARIES. h a GRAPHIC SCALE 2a o ?0 20 ??;.-- ( IN FEET ) 1 inch = 20 ft. LOT 8 LOT 7 89'55'29 "E LOT 6 00. DO' LOT 5 SURVEYOR NOTES: 1. BEARING BASIS IS ASSUMED. 2. SEE SHEET 2 FOR BUILDING DETAILS. 25' 25' 25' 25' CE CE 6 2 LCE ...:;?.. .. .:::... ........................................ ........................................ LCE ? .: ................................................... ................................................... LCE ..:..:..... -::. ........................................... .......................................... LCE - ::. ::;::: ..................................... ...................................... 6.2 ; LEGS D ,::. :. - . =CENTERLINE OF RIGHT-OF-WAY ;;?UNIT 1: ;:UNIT 2:; ;; UNIT 3 : ., UNIT 4 ;:;: FN&D = FOUND -NAIL AND DISK O CE CE p CE =COMMON ELEMENT O • O _;,;., ;; L ..:.: . .::.... I.....:...... ?:.: .. 1...:.:..:..: ;:; ..:.. k.......:: O ? LCE _ (LIMITED COMMON ELEMENT OR = OFFICIAL. RECORD BOOK ^ - . I I I 1 k PCP ='PERMANENT CONTROL POINT ? : : :: : k : I ? 1: 1 :?: k ..... _ . PRM =PERMANENT REFS RENCE MONUMENT 5.7 .......... . .. .... ..... . ` ::: . .. . :. 6.7 PCED - 'PINELLAS COUNTY ENGINEERING DEPARTMENT I (P? _ .PLAT LOT 39 LOT 40 CE CE CE LOT 45 LOT 46 PB = .PLAT BOOK PLS =PROFESSIONAL LAND SURI/EYOR CE CE (R) =RADIAL CE i CE R/W =;RIGHT-OF-WAY (D) =DEED ? L_OT 4-1 I.OT 42 LOT 43 LOT 44 W ? C/S =CONCRETE SLAB. O ' ? _ D/A - Ol/ERALL o? CE ? POB =POINT OF BEGINNING ;? ?, ? ? POC =POINT OF COMMENCEMENT O O ? r °' ? O ? ? BLDG. =BUILDING Z N =NORTH E =EAST ?°"""' ? W = ,WEST S =SOUTH ORIGINAL CE ?? CE ? = SECTION CORNER P,ECEIVED RETENTION AREA ? CE ? =SET P.R.M. PLS 2865 ? ?" " 4 ZOO6 x4 CONCRETE MONUMENT ??? 1 PLANNING DEPARTI? 25' 25' 25' 25' CITY OF CLEARWA' N89 52 O1 W 100.00 ?RE????? ???? JUG 1 1 2006 ao' R/w CLEI?ELAND STREET SHEET 1 OF 2 ??EVELA?TI? ??'I?E?'?' 'I'?T???VI?S PRELIMINARYPLAT BEING A REPEAT OF LOTS 41 THROUGH 44, BLOCK C, HIGHLAND GROVE, AS RECORDED IN PLAT BOOK 6, PAGE 75, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LYING IN SECTION 14, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA ?:.. a,,. ,LEGAL DESCR/PT/ON.• LOTS 41, 42, 43, & 44, BLOCK C, HIGHLAND GROVE, ACCORDING TO MAP OR PLAT (HEREOF AS RECORDED !N PLAT BOOK 6, PAGE 75, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. DED/CA IION.• THE UNDERSIGNED CERTIFIES THAT 1HEY ARE THE OWNER OF JHE TRACT OF LAND DESCRIBED HEREIN, AND 1HAT BESIDES ]HEIR INTEREST ]HEREIN THERE ARE NO OUTSTANDING INTERESTS 1N SAID PROPERTY OTHER THAN 1HOSE SHOWN OR NOTED ON 1HIS PLAT, WHICH IS HEREBY PLATTED AS "CLEVELAND STREET TON?VHOMES;? AND ]NAT THEY DEDICATE TO THE PUBLIC IN GENERAL, ALL EASEMENTS CREATED BY THIS PLAT. OWNER.• PIERRE L. COURNOYER 1476 CLEVELAND STREET CLEARWATER, fL 33755 727-410-3692 PIERRE L. CDURNOYER PRESIDENT N4INESS• N?TNESS• PRINT WITNESS NAME PRINT N77NESS NAME CERTIFICATE OF APPROVAL OF COUNTY CLERK COUNTY OF PINELLAS STATE OF FLORIDA 1, KEN BURKE, CLERK OF THE CIRCUIT COURT OF PINELLAS COUNTY, FLORIDA, HEREBY CER7FY THAT THIS PLAT HAS BEEN EXAMINED AND THAT lT COMPLIES IN FORM N97H AIL THE REQUIREMENTS OF THE STATUTES Of THE STATE OF FLORIDA PERTAINING TO MAPS AND PLATS, AND 7HAT ]HIS PLAT HAS BEEN FILED FOR RECORD IN PLAT BDOK_____-_? PAGE?____-_, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, 1HIS_____ DAY Of -_--___-_, YEAR Of 20__ AT_____. KEN BURKE, CLERK BK PINELLAS COUNTY, FLORIDA. ,? ACKNOWLEDGEMENT AS TO MORTGAGEE.• STATE OF ___-_____-_ COUNTY OF __----__ DEPUTY CIERK 1HE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ]HIS _____- DAY OF --------__-, 20_? BY -------------------------? WNO lS PERSONALLYKNOWN TO ME OR HAS PRODUCED -___-___-___-_AS IDENTIFICATION AND WHO DlD/DlD NOT TAKE AN OATTL ACKNOWLEDGEMENT STATE OF FLORIDA ) COUNTY OF PINELLAS ) MIS lS TD CERTFY THAT ON THIS ___ DAY OF ______? .20__, PERSONALLY APPEARED BEFORE ME, __?__,__? MEMBER/AUTHORIZED AGENT AND ______, MEMBER/AUTHORIZED AGENT, 17 WHO lS PERSONALLY ------ KNOWN TO ME OR O PRODUCED ____-_____-____ AS IDEN7TFICATTON AND DlD/DlD NOT TAKE AN OATH, KNOWN TO BE 7NE PERSONS DESCRIBED IN AND WHO EXECUTED THE fOREGOING INSTRUMENT OF DEDICATION AND ACKNOWLEDGED THE EXECUTION 1NEREOF TO BE THE/R FREE ACT AND DEED, fOR THE USES AND PURPOSES HEREIN EXPRESSED. WITNESS MY NAND AND SEAL ON 7Hf ABOVE DAIS MY COMMISSION EXPIRES• ________-______?__-_ Notary Publlc PRINTED OR TYPED CERTIFICATE OF APPROVAL OF C/TY COUNCIL COUNTY OF PINELLAS STATE OF FLORIDA lT lS HEREBY CER77FlED 1HAT THIS PLAT HAS BEEN OfFICIALL Y APPROVED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA, THIS DAY OF , 20__. CERTIFICATE OF MORTGAGEE 1NE UNDERSIGNED, AS MORTGAGEE UNDER A CERTAIN MORTGAGE DATED ______-___? RECORDED IN O.R BOOK ____? PAGE ____? PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, JOINS IN AND CONSEN]S TO 1NE DEDICATION OF 1HE LANDS DESCRIBED HEREON, AND AGREES THAT IN THE EVENT OF FORECLOSURE OF ]HIS MORTGAGE ALL DEDICATED AREAS SHALL SURVIVE AND BE ENFORCEABLE ____ BANK BY.• ---------------------- Wl7NESS. NAME.• ------------------- PRINT N97NESS NAME nrcE• --------------------- W1INESS• PRINT WITNESS NAME NOTARY SIGNATURE AGENCY REV7EW.• REVIEWED BY ]HE LOCAL PLANNING AGENCY OF THE CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA, 1HIS DAY OF , 20 . SECRETARY WILLIAM B, HORNS Il CITY MANAGER CERFF/GATE OF APPROI/AL OF CITY MANAGER.• APPROVED FOR THE CITY OF CLEARWATER, PlNEILAS COUNTY, FLORIDA, THIS DAY OF 20_? PROVIDED THAT THE PLAT lS FILED IN THE OFFICE OF THE ,,? CLERK OF THE CIRCUIT COURT OF PINELLAS COUNTY, FLORIDA, Wl]HIN ONE MONTH FROM THE DATE OF HIS/HER APPROVAL. CITY MANAGER SHEET 1 OF 3 REVIEWED FOR CONFORMITY TO CHAPTER 177. PART 1. FLORIDA STATUTES UNDER CONTRACT TO 1HE CITY OF CLEARWATER, !HEREBY CERTIFY THAT, PURSUANT TO CHAPTER 177.08(1), FLORIDA STATUTES, l HAVE REVIEWED THIS PLAT AND FIND THAT lT CONFORMS TO CHAPTER 177, PART 1, OF 1HE FLORIDA STATUTES. 7HE GEOMETRIC DATA HAS NOT BEEN VERIFIED FOR MATHEMATICAL CLOSURE. KATHLEEN C. LANZNER DATE PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 5120 -STATE OF FLORIDA CUMBEY & FAIR, INC. LB# 2168 SURVEYOR'S NOIES• 1. BASIS OF BEARINGS IS THE EASTERL Y BOUNDARY LINE OF 7HE NW 1/4 OF THE NW 1/4 OF SECTION 14-29-15. SAID BEARING BEING N00?1'36"W(PCED). 2. THIS PLA7; AS RECORDED IN !TS GRAPHIC FORM, IS 7HE OFFICIAL DEP/C110N OF 7HE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF 1HE PLAT; 1HERE MAYBE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON 7HlS PLAT ]NAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS'COUNTY. 3. ALL PUBLIC U77LlTY FASEMENTS MUST PROVIDE 1HAT SUCH EASEMENTS SHALL ALSO BE EASEMEN7S FOR 1NE?CONSTRUC170N, INSTALLA170N, MAINTENANCE, AND OPERAI)ON OF CABLE TELEVISION SERVICE$'PROVIDfD, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAlN]ENANCE, AND OPERA ]70N OF CABLE TELEVISION SERVICES SHALL INTERFERE N11H THE FACIL17TE5 AND SERVICES OF AN ELECTRIC, 1ELEPHONE, GAS, OR O]HER PUBLIC U1LITY IN THE EVENT A CABLE TELEVISION COMPANY'DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RE- SPONSIBLE FOR THE DAMAGES THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE EASEMENTS GRANTED TO OR OBTAINED. BY A PARTICULAR ELECTRIC, TELEPHONE, GAS OR O1HER PUBLIC UTILITY. , 4. COMMON AREAS ARf FOR INGRESS AND EGRESS, USE OF THE OWNERS IN GENERAL AND INSTALLATION OF OTHER UAL111ES NECESSARY. 5.-ALL ROADS, STREETS AND UTILIDES, INCLUDING STORMWAIER FAClLI77ES DESJGNATED AS PRIVATE HEREON, ARE SPECIITCALLY SET ASIDE FOR THE USE BY 1HE PROPERTY OWNERS AND /N NO WAY CONSIIIUTE A DEDICATION TO 1Hf GENERAL PUBLIC OR TO THE CITY, lT BEING SPECIFICALLY UNDER- STOOD THAT NO OBLIGATION lS IMPOSED UPON 1NE CITY, FOR MAINTENANCE OR IMPROVEMENT OF SUCH STREETS AND UlTLl11ES. MAlN1ENANCE OF THE PRIVATE UALITIES, WATER SERVICES BEYOND METER, SANITARY SYSTEM, STORM WATER SYSTEM AND ROADWAYS WILL BE MAINTAJNEO BY 1HE HOME OWNER ASSOCIATION. 8, TOTAL AREA = 13,000 SQUARE FEET OR 0.298 ACRE f. SURI/EYOR'S CERT/F/C, 1, DENNIS J EYRE, MAKER OF IRIS PLAT, DO HEREBY CERTIFY THAT IT IS A CORRECT REPRESENTA770N OF 1HE LANDS SURVEYED, 1HAT THIS PLAT WAS MADE UNDER MY RESPONSIBLE DIRECTION AND SUPERVISION, AND THAT THE SURVEY DATA COMPLIES W17H THE REQUIREMENTS OF CHAPTER 177 PART 1 OF THE FLORIDA STATUTES. 1 FURTHER CERTIFY THAT THIS PLAT MEETS ALL MA1FRlAL, IN COMPOSITION, REQUIRED BY FLORIDA STATUTE 177.091, AND THAT ON 7NE_DAY OF , 20_, PERMANENT REFERENCE MONUMENTS HAVE BEEN PLACED, AS SHOWN HEREON, AS REQUIRED BY LAN! , SIGNED IRIS DAY , 20-. DENNIS J. EYRE FLORIDA PROFESS/ONAL SURVEYOR N0. 2865 GEODATA SERVICES INC. 1822 DREW ST. SCIITE 8 CLEARWATER, R 33765 Phone 727-447-1763 ORIGINAL RECEIVED PLANNING DEPARTMf: CITY OF CLEARWATE BEING A REPEAT OF L T 0 S 41 THROUGH 44, BLOCK C, HIGHLAND GROVE, AS RECORDED IN PLAT BOOK 6 PAGE 75 OF THE PUBLIC RE RD a CO S OF PINELLAS COUNTY, FLORIDA, LYING IN SECTION 14 TOWNSHIl' 29 SOUTH RANGE 15 EAST > > i CITY OF CLEARWATER, PINELLAS COUNTY FLORIDA NE CORE 0 N R F THE NW 7/4 OF THE NW 7/4 OF SECTION 74-29-75 a ' a : ~ HIGHLAND GROI/E ~ PB 6, PG 75 \h GRAPHIC SCALE LOT 8 LOT 7 LOT 6 LOT 5 ~ 3 1 20 0 10 20 ~ =rn ~ ~ N S89 52 01 E 100.00 I 28,48 21,76 21,73 28.03 0 ~ (IN FEET ) ~ O ~ Z 1 inch - t. ( O p - 20 f ~ h ' 66 Op • , 6,2 . . ZW J ~p r::. id. j:.;as:: ,,;t~.;`;".UNIT 1:• :.:::::::::.:•;:•::;•:.-:::UNIT 2•;.>~iis >:;,.::;.s~,,:::.::. . UNIT 3~'::; UNIT 4~?;.';: Q 0 O o O ~ o ~ o p ~ LEGEND O .........::::e:,:..:::v.,::a:, ;,.:.::,:P ;:,:':;•evn::,.x:e:v: ~:.:x::ue:n.:p.:t. f.::.:e:::::::.,;,ci,,:,.;:+.:n.r,;v.:•::•,:..::-•e:..::e.:~;;:•.x:;:.<u+:: •..;:.'::r;i:.; ~ ..:::..:.::::....:::.::.,:::..:.::~::;.:..1,;.:...:::..,:;::::,:•:::,::.:::;::..:,:::::;,.:..::.::.;:::,:::.:::::;..:.>.,:,.::..:.::::,:~~.:~•:<;,::,::.::<:,::,::.::::.::::•:.::.::.:.:.::.::: ~ -CENTERLINE OF RIGHT-OF-WAY W - J FN&D FOUND NAIL AND DISK . ~ Z { CE =COMMON ELEMENT 'r W O HIGHLAND GROI/E ~ LCE - L IMI TED CO HIG MMON ELEM T HLAND EN GRO l/E PB 6, PG 75 5,6' , , , ' ` , ; 6,T PB 6, PG 75 OR =OFFICIAL RECO D Q R BOOK ' ~ W PG =PAGE X LOT 40 0 ° ° • W PCP =PERMANENT CONTROL 0 ~ , o ; LOT 45 U P lNT ~ ~ ~ PRM =PERMANENT REFERENCE MONUMENT f••••.••... • ` ~ PCED = PINELLAS COUNTY ENGINEERING DEPARTMENT ~ W r ~ ~ (P) =PLAT J ~ PB - ~ ~ f -PLAT BOOK Z : ~ 3 ~ ;~...,r ~ ; ~ w ~ W PLS =PROFESSIONAL LAND SURI/E"YOR O c w ~ w ! r w ~ p O ~ (R) RADIAL o Q ~ o - ~ O \ R/W =RIGHT-OF-WA Y ~ ACCESS ©EASEMENT o ~ O ~ _ ° o o Q ^ (D) DEED o ~r ~ ~ Z o n Q o; ~ o Z o C S=CONCRETE SLAB $ ~ / Z Z LOT 2 Z LOT 3 Z' Q o A= LOT 1 :LOT 4 / Ol/ERALL J ~ POB =POINT OF BEGINNING z ~w ~ ~ V' POC =POINT OF COMMENCEMENT ~w ~ ~ BLDG. =BUILD ~ ING ~Q w N =NORTH • E =EAST DRAINAGE ; EASEMENT W = WEST u S =SOUTH 26.62' 130.00 (P) 1.76 21.73 29.89 a =SECTION CORNER s . ~ - - v =SET P.R.M. PLS 2865 N89 52 01 W 100.00 # 4x4 CONCRETE MONUMENT ®=SET 5 8" CAPPED IRON ROD / b PLS#2865 o 0 ®RIGINAL NOTE.• BUILDING DETAILS ON SHEET 3 OF 3. RECEIVE® 80 R/W 2 0 200 CLEVELAND STREET - - - - - - - PL4NNINC DEF'ARTMENI CITY OFCLEARWATER SHEET 2 OF 3 PR PSM 2865 LB 7466 EPARED BY. 1822 DREW ST. SUITE 8 CLEARWATER, FLORIDA 33765. ~ PHONE: 727 447-1763 ~ ) V ~Ltil~l~ ~~1d1JLi~ PRELIMINARYPLAT BEING A REPEAT OF LOTS 41 THROUGH 44, BLOCK C, HIGHLAND GROVE, AS RECORDED IN PLAT BOOK 6, PAGE 75, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LYING IN SECTION 14, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA 87.66' UNIT 1 UNIT 2. UNIT 3, UNIT 4 O i O i.>1 cal 9 00 _ 9.00 9 00' 9.00 - i:: 0~ 00 ; i.:i ~ 00 00 ~i i 00 00 J. i '.i 00 a0 11.31' 12.75' 3.54' 12.75' 11.31' BUILDING DETAILS u SCALE: 1" = 10' (EXTERIOR DIMENSIONS SHOWN) ORIGINAL RECENED CEC 20 2096 PLANNING DEpARTMEN? CtlV OF CLEARWATH+ SHEET 3 OF 3 PREPARED BY: PSM 2865 LB 7466 GEODATA SERVICES, INC. 1822 DREW ST. SUITE 8 CLEARWATER, FLORIDA 33765.;` t' PHONE: (727) 447-1763 LAT. FLT 4 BEING A REP 0 0 S 1 THROUGH 44, BLOCK C, HIGHLAND GROVE, AS RECORDED IN PLAT BOOK 6 PAGE 75 OF THE PUBLIC RECORDS OF PINELLAS. COUNTY F LORIDA, LYING IN".SECTION 14 TO SHIP 2 WN 9 SOUTH, RANGE 15 EAST, I C TY OF CLEARWATER, PINELLAS COUNTY, FLORIDA LEGAL DESCRlP710?; " LOTS 41, 42, 93, & 44,"BLOCK C, HIGHLAND GROVE, ACCORDING 127 MAP OR ?RTIF/CATS OF APPROVAL OF COUNTY CLERK R E D D CO FD .l 0 PLAT THEREOF AS .RECORDED /N PLAT BOOK 6, PACF 75, OF THE PUBLIC COUNTY OF PINELLAS RECORDS OF PINELLAS COUNTY, FLORIDA. STATE OF FLORIDA UNDER CONTRACT l'0 1HE.C/TY OF:CLEARWATER, !HEREBY CfR77FY THAT,- .PURSUANT TO CHAPTER 177.08(1), FLOR/DA STAlU1FS, !HAVE RENEWED 1N/S PLAT AND FIND THAT lT 1, KEN BURKE, CLERK OF 1NE C/RCU/T COURT OF PINELLAS COUNTY CONFORMS TO CHAP7FR 177, PART 1, OF `IT?E FLORIDA SlATU1L'S. THE" GEOMETRIC DATA FLORIDA;. HEREBYCERTTFY IF/AT IHlS PLAT HAS BEEN EXAMINED AND THAT /T COMPLIES NAS-NOT BEEN VERIFIED FOR MAIHEMAACAL CLOSURE. !N FORM WI1Tl ALL THE REQU/REMENIS OF 1F/E STATUTES OF 7N£ STA1F OF RORIOA PERTAINING TO MAPS AND PLATS; AND THAT THIS PLAT HAS BEEN.f/LE0 FOR RECORD "1N P1AT BOOK_ .PAGE :PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, "1FlIS DAY OF ?_ YEAR.OF 20_ AT KA171LEEN C. LANZNER DATE DED/CA 110N' PROFESSIONAL SURVEYOR AND MAPPER _.. THE UNDERSIGNED CEITI7F/ES 71?AT THEY ARE 1NE OWNER OF 1NE 1NACT OF LAND KEN BURKE, C1ERK BY ? LICENSE NUMBER LS 5120 - STA1F OF FLORIDA. _ . DESCRIBED HERE/N, AND THAT BESIDES 1F/E/R /N]FREST THEREIN IIYERE ARE NO PINELLAS COUNTY, ROR/DA. DEPUTY CLERK- CUMBEY & FAIR, INC. LBLV 2168 OUTSTANDING /NIERES75 IN SAID PROPERTY O]HER THAN THOSE SHOWN OR N07ED ON THIS PLAT, WH/CH 1S HEREBY PLATTED AS "CLEVELAND STREET TOWNHOMES",' AND .THAT ]HEY DEDICATE li7 THE PUBLIC /N DENERAC, ALL EASEMENI?''CREATED BY 77/!S PLAT.. OWNER.• PIERRE L, COURNOYER 1478 CLEVELAND STREET CLEARWATER, fL 33755 727-410-369.2 P/ERRS L. COURNOYEA' PRESIDENT W17NESS,• PR1NT WITNESS -NAME WITNESS.• SU VE DR'S NOTES. . ACKNOWLEDGEMENT AS TO MORTGAGEE. - STA>F Of f. BASIS OF BEARINGS /S THE. fASTERI Y BOUNDARY LINE OF THE NW 1/4 OF THE NW 1/4 OF. PRINT WITNESS NAME SECTION 14-29-15 SA/D BEARING BEING N00'01'36"W PLED . . COUNTY OF ? ?. J. ]HE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY 2. TH/5 PLAT, AS RECORDEC7/N Y7?' GRAPHIC FORM IS THE OFFJCIAL DEPICAON OF THE SUBDIVTDEO` GF ?? 20?, BY WNO LANDS DESCRIBED HEREIN AND W1LL /N N0 CIRCUMSTANCES BE SUPPLANTED /N AUTHORITY BY ANY 1S PERSONALLY KNOWN. 777 ME OR HAS PRODUCED AS OTHER GRAPHIC .OR D/GllAL FORM OF THE "PLAT THERE. MAYBE ADDITIONAL RESIR/CAONS THAT IDEN11f1CA11LW AND WHO D/D/b10 NOT TAKE AN OATH ARE NOT RECORDED ON ]H/5 PLAT THAT MAYBE FOUND 1N 7NE?PUBUC RECORDS OF ]N!S COUNTY.:` 3. ALL PUBLIC U71UTY EASEMENls MUST PROVIDE' THAT SUCH:EASEMENTS SHA1L• ALSO BE EASEMENTS-FOR 1Hf CONSIRUC710N, .INSTALLATION, MAINTENANCE, AND OPERAITON DF CABLE ` ' ACKNOWIEDGEMEN7;; 7ELEVJS/ON SERVCES,• PROVIDED; HOWEVER, NO SUCH CONSIRUC170N, /NSTAICAAON, MAINTENANCE, NOTARY SlCNA]URE - AND OPERA]ION Of CABLE,:IFLEV1SlON SERVICES SHALL INTERFERE WITH 1HE'fAC/UAES AND STATE,OF FLORIDA J SERVICES Of AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UAUIY. 1N THE EVENT'A CABLE COUNTY OF PINELLAS J TELEVISION COMPANYDAMAGES THE FACIll17ES OF A PUBLIC. UTILITY, IT SHALL: BE. SOLELY. RE SPONS/BLE FOR .THE DAMAGES -THIS SECAON SHALL NOT APPLY TO THOSE. PRIVATE EASEMENTS 0 20 .PERSONALLY THIS 1S TO CERI7FY THAT ON THIS ? DAY F ? _, GRANTED TO OR OBTAINED 8Y A PARDCULAR ELECTRIC, TELEPHONE, GAS OR OTHER: PUBLIC UT111TY. APPEARED BEFORE ME, ' .MEMBER/AUTHOR/ZED AGENT AND .. .MEMBER/AUTHOR/ZED AGENT, L7 WH0 /S PERSONALLY ;, 4. TRACT A 1S A COMMON AREA AND./S DEf1/CATE71 AS A PRIVATE ACCESS,. DRAINAGE, UTILITY ° KNOWN TO ME OR L7 PRODUCED AS /DEN11F1CATlON AND L4NDSCAPE EASEMENT. 7RAOT A" = 9,318: SQUARE fEET OR 0.214 ACRE t. AND O1D/b/D NOT TAKE. AN OA11?1 KNOWN 777 BE THE PERSONS DESCR/BED /N AND WH4 EXECUTED THE FOREGO/NG INSTRUMENT OF DED/CA770N AND ACKNOWLEDGED THE EXECU110N THEREOF TO BE THEIR FREE ACT AND DEED, FOR THE USES AND 5. ALL ROADS, STREETS AND. Ul1LlAES, INCLUDING STORMWAIER FAC/L117ES DESIGNATED AS'PR/VATE PURPOSES HEREIN EXPITEBSED. HEREON, ARE SPEC11dCAlLY SET ASIDE FOR THE USE BY 1HE?PROPERTY OWNERS AND /N NO WAY REVIEWED BY THE LOCAL PLANNING AGENOY OF THE CITY OF CLEARWATER, PINELLAS COUNTY, CONSDIUIE A OE7I/CAT/ON TO JNE GENERAL PUBLIC OR: TO THE C/TY, IT BEING SPECIFICALLY FLORIDA, TH1S DAY OF , 20 UNDERSTOOD THAT NO OBL/CA1)ON /S IMPOSED. UPON THE CITY, FOR MAINTENANCE OR W17NESS MY-HAND ANLJ SEAL ON THE ABOVE DA 7F IMPROVEMENT OF SUCH. STREETS AND. UAUAES MA/NIFNANCE OF THE PR/VA 1E U1/LI11ES, "WA1?R ; SERVTCES BEYOND MEIFR, SANITARY SYSTEM, Sli7RM WATER SYSTEM AND ROADWAYS WILL BE MAINTAINED 8Y THE HOME OWNER ASSOC1Al10N. SECRETARY MY COMM/SS/0N EXP/RE;?• Notary Public 6. -TOTAL-AREA = 73,000, SQUARE FEET OR 0.298 ACRE f. PRINTED OR TYPED uH ? yr cu .. SURI/EYDR'S CERTIFICATE.' - l, OENNIS J EYRE, MAKER OF THIS `PLAT, DO HEREBY CERI7FY THAT lT /S A ,?Rl1FICATE' OF MORlGAGF,F? WILLIAM B. HORNS /I CORRECT REPRESENTA710N OF THE-LANDS SURVEYED, THAT .IH1S PLAT WAS.MADE THE UNDERSIGNED, AS MORTGAGEE UNDER A CERTAIN MORTGAGE DATED C/TY MANAGER UNDER MY RESPONSIBLE D/R£C770N AND SUPERVTS/ON, AND THAT`. ]HE SURVEY DATA BOOK .PAGE . REf'OROEO !N O R COMPL/ES'W17N THE REQU/REMEN75 OF CHAPTER 177 PART 1 OF THE FLOR/DA.STAlU7ES l . . PUBLIC RECORDS OF PINELLAS COUNTY, fLOR/DA, JOINS /N AND CONSENTS TD FURTHER CER77FY THAT TH/S.PLAT MEETS ALL :MATER/AL, IN COMPOSI7TON, REQUIRED BY FLORIDA STA]U]F 177.091, AND THAT ON THE?DAY OF ; 20 THE DL7J1CA770N OF T}lE LANDS DESCRIBED HEREON, AND AGREES THAT /N.1HE ., PERMANENT REFERENCE MONUMENTS HAVE BEEN PLACED, :A5 SHOWN'HEREON, AS EVENT OF FORECLOSURE OF THIS MORTGAGE ALL. DEDICATED AREAS SHALL . REQUIRED BYLAW. SURVIVE AND BE ENFORCEABLE - SIGNED 1H/S DAY . ,: _. ? , 20 BANK ?? CERTIFlCA1F OF APPROVAL OF ClIY MANAGER.• ?.? BY WIINES £ APPROVED FOR 7NE CITY OF CLEARWATER, PINELLAS COUNTY FLOR/0A, THIS DAY OF " DENN/S J EYRE -n ?? . ; 20_; PROVIDED THAT THE PLAT /S 17LED JN 1NE OFF7CE OF THE FLOR/DA PROFESSIONAL SURVEYOR NO. 2865 r' NAME CLERK OF THE CIRCUIT COURT OF PINELLAS COUNTY, FLORIDA, 6N1H/N ONE MONTH FROM GEODATA SERVICES 7NC ? PRINT WITNESS NAME INS DA7F OF HIS/HER APPROVAL. . 1822 DREW ST. SU/1F 8 , :? i? A11£ ? WI1NE5:£ . CLEARWATER, FL 33765. ? `.; C/TYMANAGER Phone 727-447-1763 _ ?'?? ?.s?? ?4. ?oa?? - PRINT WITNESS NAME ? SHEET 1 OF 3? ? ??, -fi?% ? ?G?aiF ?. L'? I HIGHLAND GROPE PB 6, PG 75 \h G ,? RAPHIC SCALE. LOT 8 LOT 7 LOT 6 LOT 5 ? i ,? 3 ?, 20 0 . 10 20 ?, ? ? ZN S89 52 01 E 100.00 `- W ' 28.48,. .21.76' 21.73' 28.03'' (1N FEET '? ` TRACT .,A.. ? ° O ? _ 1-inch = 20 ft. 6:2 • • 6.1 V •,:: ZW •.;?:_: ?::?:: ::?:. ?? ;;: 0 .:......:...:......:. z r. .:••:..•:::•::...::;•. ....•.......•.......:. zQ .. .... .... ... ... ,.. ...... o ? O F•- • •?? o {- J 0 U 'U O LEGS ND N O O •:??. a ':•: a v' ;?,:: o m ? Z o = CENTER I - - L NE O G F Rl HT OF W AY ? ? ? ::°•S '?: i{i.;' ii..r:<::? iSF:iriii?•?'1r .}?:^i::?'^"l1?'^i.i?i^,?:^rir} • ?• FN&D -FOUND NAIL AND D/SK ?. - CE - C OMMO N EL EMENT W HIGHLAND GROI/E' ;•:::::::::•;:•::::•:::;•;::?;•::::•:::•::::?::::•:•::,;?•:~;•::::?;:::?•::;;•;?:?:::•;:•::::•:::•:•:::?•:::::•:::.:: .::....:.:::..:::.:::..::.:::.:: LCE =LIMITED COMMON ELEMENT .................................................................. ................................................................... HIGHLAND GROI/E ? PB 6, PG 75 5.6 :•;;::.:.:??:::::;:.::.:?:::?•:•::..,;:;.::.;:?•?::•?::.:::.:::;::••:::•::.;??:•:?::.:?•.:::..::?•:.:?:•::;•:...:;,::::;?:.?••:.:?;::..:•:...?••: 6.7 PB 6, PG 75 Q OR =OFFICIAL RECORD BOOK. W p -p o ° b ? p G - AGE LO1' 40 ° ° °' LOT 45 W PCP: =PERMANENT CONTROL POINT M d} U ? ? PRM -PERMANENT REFERENCE MONUMENT ,•°'°""? ; r'"" } ,rr•°"`? ! % ,,,?° ? r?'°"`, ?- 1, PLED = P/NELLAS 'COUNTY ENGINEERING DEPARTMENT l r r i f ? .r" ? !r ? ?1 ?,.. ?w''? r r J (P) = PLA T ?;. ? ?.... ' ' •.? ? r ,," co PB =PLAT BOOK ,..r _ .... ?..w Z 3 ' „ ?? w ? _ TRACT A PLS -PROFESS/ONAL LAND SURI/EYOR 0o COMMON AREA- ao `? - O O ? (R) -RADIAL ? ? PRIVATE ACCESS, DRAINAGE, O Q R _ - - ? ? ? \ /W RIGHT OF WA Y ?. UTILITY & LANDSCAPE EASEMENT ? O ? _ • '? ? ? o D ^ (DJ -DEED O d' ? w w • O n ? O Z O C S-CONCRETE SLAB o LOT 1 -? LOT 2 = LOT 3 ? I LOT 4 .. / Z 3581 SF °w 2829 5F Q 2825 SF o: 3764 SF ? Q ? 0 A = / Ol/ERALL a o o ?) 0 0 0 ` ? POB _ POINT OF BEGINNING. ? ? 0 3 (? POC = PO/NT OF COMMENCEMENT z ? z' ? _ BLDG. -BUILDING N =NORTH E =EAST W =WEST S =SOUTH 6 , j ? ? ? ? 130.00 (P) 26 2 21.76• 21.73 2 89 ? ?? ?= SECTION CORNER r•°°r N89 52 01 W ?? ? ..,.. • - - ®= SET PR.M. PLS?2865 N89 52 01 W 100.00 4'x4'.' CONCRETE MONUMENT . o =SET 5 8"CAPPED IRON ROD / t ? PI.S?E9RF.5 O O O O N N d- d- - _ ~ W.O. 4000. SECTION 14, TWP ~29 S. RGE1 15 E. PINELLAS COUNTY, FLORIDA LEGAL DESCRIPTION: LEGEND LOTS 41, 42, 43, & 44, BLOCK C, HIGHLAND GROVE, ACCORDING TO MAP OR PLAT THEREOF AS (c) =CaloulatedData RECORDED IN PLAT BOOK 6, PAGE 75, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (R) -Radial Line (D) =Data per Description (M) =Measured Data y (P) =Data per Plat =Plus or Minus ~ A/C =Air Conditioner ORIGINAL 60~ p/`nr BW1F =8arbvrireFence RECEI'i•'EQ f~ YY BFE =6aseFloodElevation _ LAURA STREET ~P•B =G°nd°mini°m~ateo°k f n99 7n C C/C =Covered Concrete ~S~IL vc3 LUoU I, C/S =Concrete Slab ' ClSW =Concrete Sidewalk PLAtvE•tliN.:~ +~1..~ ) CBS = Concrete Block Structure nrcilViENT 1, CIP =Cast Iron Pipe CIN OE CLEARWATER ~ CL =Centerline I CLF = Chainlink Fence ' C.O. = Cleanout CLP =Concrete Light Pole CMP =Corrugated Metal Pipe ti Conc. =Concrete 405.83 M o =Delta Angle S .89'59'44" E(M) 406, 5'(P)) i D.B. =Deed Book DIW =Driveway FCM 4X4" ~ DMH =Drainage Manhole FCIR 1~2 N 89'58'55° E(M) 1 OO EP~ FOP ! E1P = Edge of Pavement With NA/L RLS 3035 100.49'(M) EL =Elevation BLOCK CORNER Eow = Edge of Water Q FCIR =Found Iran Rod & Cap W FCM =Found Concrete Monument ~ FIR =Found Iron Rod ~ FND N&D =Found Nail & Disc ~ FOP =Found Open Pipe FPMH Florida Power Co. Manhole ,r„ G.I. =Grate Inlet GV =Gate Valve Z ~ GRAPHIC SCALE HYD =Fire Hydrant o ~ I.E. = Irnert Elevation NOTE: O o LB =Corporate Certificate Number O 20 0 10 20 LP =Light Pole 1. THIS SURVEY WAS PERFORMED WITHOUT „ , J / W LFE =Lowest Floor Elevation THE BENEFlT OF A TITLE COMMITMENT, AND IS N o M.O.L = Mare ar Less SUBJECT TO EASEMENTS, RIGHT-OF-WAY AND 1 " r\~ MES =Mitered EndSeo6on OTHER MATTERS OF RECORD THAT A i1tLE + v IN FEET MLP =Metal Light Pole SEARCH MIGHT DISCLOSE. ~ ^ ~ ^ r ~ O ~ ( ~ N/C = No Cap ~ \ ~ NFNS =Not Found and Not Set • v ` ~ v ~ 1 inch = 20 ft. (NR) =Not Radial 2. PLANIMETRIC FEATURES SHOWN HEREON ~ O.R. =official Records Book WERE DETERMINED BY STANDARD FIELD" ~ ~ p OHW = Overhead Wre SURVEYING METHODS. , ' „ - 1~' P.B. =Plat Book ' PCP = Permanent Confrol Point - 11ti PG(s) =Page(s) 3. BASIS OF BEARINGS IS ASSUMED. y ~ + PLS =Professional Land Surveyor POB = Point of Beginning 4. ELEVATIONS SHOWN HEREON ARE POC = Point of Commencement ~ ~ r . ' 1°^ PP =Power Pole REFERENCED TO NAVD 1888, DETERMINED BY ~ ,.a:F,',•,,. + PRM =Permanent ReferenceMonumerrt GPS OBSERVATIONS 1MTH SOKKIA STRATUS rp N PVC/F =Plastic Fence RECEIVERS OF BENCHMARKS "HARRIS V" AND ~ oo Q R =Radius °D 8", HOLDING VALUES AS PUBLISHED BY N to N^ 1?IW =Right-ofway. J NGS, AND PROCE55ED USING SOKKIA SPECTRUM ~ ~ ~v RCP =Reinforced Concrete Pipe v3.2 SOFTWARE. ^ ~ S N&D = Sef Nail & Disc PLS#2665 ~ ~ SIR =Set Iran Rod & Cap PLS#2865 ~ SMH =Sanitary Manhole LOT 5 t1ti~ TBM =Temporary Benchmark LOT 7 LOT 6 TOB =Top of Bank LOT 9 ~ LOT 8 \ LOT 4 TOS =Toe of Slope UP = U61iry Pole W!F = Woad Fence LOT 10 O WM =Water Meter ( 6'Mos~ y lyall ~ LOT 3 Vw =watervaNe FCM 4'x4" o I 3~~ FCM 4"x4" FCM 4"x4" nth NAIL 0~ With NAIL \ ~ With NAIL /99.99 (M) q tit 0 -OH~~ l•rD OHW- S 89°55'29" ECM ~ 1~~ 1©O'~P) ~1~1 ~~;k~ ~ ~1ti~ ~,d+ ~ ' ~ X0.0 ~1 5 ~2G ~ ,b "-'~'r: ? t4' OH4Y 1 ~ O + 1ti• ti 10" 1ti~ 24 ~`L7 9 ~ ~ 1 ~ S 9'56'3/5" E(M ti- S 89°54'23" E(M} 6' Masonry YYall p~` ~0.1.~ a 11y 50'iP~ I ~0'~P I o ' S.6' ;.-.;;:::15.5":`: 50.16'(M) 5' T` 41-9.83 (M} `1~~~. :::;::::~;:":;'t;';~:'ti:`.~ + 6%16%16%20" 1 1 1 ~ ,i :1::.-::::::.-.-::. ti o LOT ~44 1~. 1' Sgr~are o ~ 1 / PO ~a Masonry Column ~ ~ ~1~~~1 (Typical) m ~ ;:;y:;'.;:W:=:;>. 'YS" ' " ~ 0.1' ' 5'~'il1~Z~~~ ~ 6' rr~~Fence o ~ " 12"~y?o a~ l i = ;O 1ti ' O r ~1 ~ F~ .tno LOT 43 w ' ~ 12" Q Ul Z' ~ ~ \4 coo { ~ " X16"cri ~ ~ W„',` NO 1~0 I ~ 1 ~ 4 ~ ~ LOT 42 + ~ . • 2 Hrh ~ 1 Mas my Wall D.6' ~ `'-`~:`:F: ' ~ ~ I ~py~al~.v k v ~ I B~" 16" (Typical) 0 1ti. ~ ~y° $ ~~ti 7 .ems 1ti ~ ~ " 1 ~ ..I,/1o~ • i`>:~; LOT 39 1'`:?~:?~ = 5 ti r i-~~:>::;.::~:~; • ~ LOT 46 1~. 1ti• ~ 1ry~ 1ti C C°- h'' o I LOT 45 LOT 0 0 1.;; ~2 ;~:;;t:;;;~:?;.>:;.::? s LOT 41 .x;1.2:?'.;;>::. ~ 2.4' \o.o' ~ ,::;:.;:;::;::::::-::;•::::::.10.0':,:: :ciiE:'rriii'L'i:i•:•iiiii•:f~iiiiii:°siiii'r QI. \ F100D TA M NT: 6.5' 16 5 ~ ro (:::::::;:::17.2 ~ w .s:.c ~ N , Cat O N~j } THIS STRUCTURE APPEARS TO BE IN FLOOD ZONE r ,4 `p 'X",.ACCORDING TO THE FLOOD INSURANCE RATE ?:;;;.;:.;#1482j,~::;;;;,:.:;f:? 1ti~ 13.2' "CO 1 MAP COMMUNITY PANEL NUMBEP, 12509fi 0109 H. ~ Q i`rc7:`1 STORY:;~':}:~';;!;•:;'?;};;:;;;:.::: ^ + ~::~:::~::~::~i: MAP REVISED DATE MAY 17, 2DD5. PROVIDED BY ilir?`iiilr:'rl:..STORY:;':1.7 N .':}:;;;{:.?iii'r?:: :::::''r:iifi:°ii:;i::i?::iiiEr. THE FEDERAL EMERGENCY MANAGEMENT AGENCY. ~ ~ rn:::::i~~:?FRAME;?:??::':;':: ( ~::~;:.;:;•::;::;:;:;;.FRAME,;;;;,;;;;;,, !::;;:~:RESIOENCE:~:::;':~ o.l's:`, 0.4 ~;:':RESIDENCE~> ~ ' ° 0.8' , ~ wt~ I 1 ~ ~:``ii::;LFE=,75::38.~i:::~:: 2.4 1~ /'::i:::?LFE-74.29';:;f:::iv 6 ~/Fi ~ 1'' ! `~s :,:o . r ~ ~ . ti :~:`:'w':t :i:tz2!::c: s ::::::::::::::w:':........ o ~ 7.3' ':;:30,1'~'':;::~f.;?~:}:1~' '~S9 C/S ,o., E SYMBOL LEGEND • r ©=Water Meter 6.3' X20 ;?9.3':;E C/C 13.4' ? 1tia C/ , o p 1 \ ~ ~2' Conc. Stri + O Xw =Fire Hydrant 6' W F ~ , 153 'S 1~a 1 ~ 'i / of /0.5' 2~ ~ 7a• 24f~1q. 1,y2 ~Q0 0. ''I 1 6' !N F ~ =Utility Pole `3 ~ : ' = Glry Anchor 1 .4 . ~ I j ` 11 'a , g' o ~ ='water valve Brick Step ~ a I w ~ ~ ,~~C S ' 3© 1 o =Sign ~ " o ~ 1~ 2 ~ x`01 I ~ 0 =Sanitary Manhole 50.17 (M) co ~ f N ~ = Dreina a Manhole ' ^ I FCM 4' X~r cNV ~ 0 =Grease Trap 1~~ 0 ~Pl ~ 49.77 ( ~I t~'th NAIL 94pT =Spot Elevation + - N B9'48~0" W(M) 50'(p~ ' (Not Used) ~ # = LigMpole 11~ I I . , 11,° , N 89'55'35" ~1(M) (C• 47E, 0.63'N) ~ ® =Well +1ti• =Handicap LBU3889 N 89'52'01" W(M) 1ti\ FCr~,~4"x4",~ ~ ~OQ' ~ ~ SIR ~ ~ =Floodlight 1•`' p ~ nth is~glL •'s 99.95'(M) il , 0 Cleanout ~ a6 ~ ~ ®=Power Box 9 ~y ~ ~ 1~. ~ _a ~ c, m s9 -OHW ~ - o -OHW - ®1 r~~ : ~V 11~~ ~J ~~s ,r~~'~~i9o _ 6 'fir Ufa ~ - a , •8v : Conc1~ lho- - - - ~ -OHW-~~- co r. a ~ ~ S ~ ti, 1 12• °o TREE LEGEND 102°' Z' Conc. Curb og2 ~ ,'y~ Sri N 1 6 ~ o PINE v p %/15~ e OAK a,2 ~ CLEVELAND STREET p PALM +1 + 12~ 0 qty hti L ' + d- 1~' 1~' 02 p YEW 12. o I ~ ' _I °o r1 I cv J ~ - I,,DENNI$ J. EYRE, THE SURVEYOR IN RESPONS_(B'C~~+h1,~GEr~Fl~fr9Y CERTrFY THar THE SURVEY REPRESENTED HEREON AND THA~y"!1Aj_ B5 `29%EY AND. SKETCH o ARE ACCURATE TO THE BEST OF MY KNOWI,E~6G~,Mp•.6t6Ef.'^I R CERTIFY THAT THIS SURVEY MEETS THE MINIMUM Too i,N rL. STtIFA ' N •5ECTT(3N 472.027, - N FLORIDA STATUTES (OR RULE CHAPTER 61'~'F~ S~VtI',i~OT VALID %VICE- INC. U NLESS SEALED WITH AN EMBOSSED SEAfil"0 DRAWN BY. U S B DAlE May 4, 2006 r n"ATA SET O ~=5Qf'_ T••~~~ 1" 1822 DREW ST. SUITE 8 CHECKED $ t o BY. SCALE. 20 r CLEARWATER, FL 33765 a D ~J1~Y.RE IP ,..-NO 2885 DATE: 1~ay,,~; JOBlvo.: 400o SHEET 1 of 1' PHONE: (727) 447-1763 94 NOTE THAT THIS DRAWING MAY HAVE BEEN ALTERED IN SIZE BY REPROD+UQ196N • ~ 9 ~o • .LEGEND LEGAL DESCRIPTION: _ . LOTS 41, 42, 43, & 44, BLOCK C, HIGHLAND GROVE, ACCORDING TO MAP OR PLAT THEREOF AS (c) =CaloulatedData (R) Radial Line RECORDED IN PLAT BOOK 6, PAGE 75, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. (D) =Data per Description (M) =Measured Dais (P) =Data per Plat =Plus or Minus AIC =AirCondfioner BW/F = Barbwire Fence 6 0 R /W BFE =Base Flood Elevation I `p J~ C.P.B. =CondominlumPlatBook LAURA JTI~EET C!C =Covered Concrete - ~ CIS =Concrete Slab ClSW =Concrete Sidewalk CBS =Concrete Block Structure CIP =Cast Iron Pipe CL =Centerline CLF = Chainlink Fence C.O. = Cleanoui CLP =Concrete Light Pole CMP =Corrugated Metal Pipe Conc. =Concrete Q =Delta Angle n 405.83'(M) D.B. =Deed Book S 89 5944 E(M) 406,5'(P) DMI =Driveway DMH =Drainage Manhole FCM 4 °X4" FC1R 1 2 N N 89'58'55" E(M) 1 QQ' P EIP = Edge of Pavemerrt ~ FOP. 1 With-NAIL _ - -RLS -3035 100.49' M EL =Elevation - - EOW =Edge ofWater BLACK CORNER FcIR = Founa Iron Rod a cap W FCM =Found Concrete Monument ~ FIR =Found Iron Rod 4 FND N&D =Found Nail & Disc FOP =Found Open Pipe ~ FPMH =Florida PowerCo. Manhole FPP =Found Pinched Pipe " G.I. =Grate inlet GV =Gate Valve GRAPHIC SCALE HYD =Fire Hydrant LE. =Invert Elevation o O 20 0 10 Y0 LB =Corporate Certificate Number NQ.TE.~~ ~ N LP -Light Pole 1. THIS SURVEY WAS PERFORMED WITHOUT v w LFE =Lowest Floor Elevation THE BENEFlT OF A TITLE COMMITMENT, AND !S N O M.O.L =More or Less MES =Mitered EndSectlon SUBJECT TO EASEMENTS, RIGHT-OF-WAY, AND W ~ OTHER MATTERS OF RECORD THAT A TITLE ~ m IN FEET 11 MLP =MetallighlPole 1 / N!C - No Cap SEARCH MIGHT DISCL05E ~ U 1 inch = 20 ft. NFNS =Not Found and NotSet (NR) = Nol Radial 2. PLANIMETRIC FEANRE5 SHOWN HEREON O.R. =Official Records Book WERE DETERMINED BY STANDARD FIELD OHW =Overhead Wue 1~o P.B. =Plat Book SURVEI1NG METHODS. ~ PCP = Permanent Control Point 11ti PG(s) =Page(s) 3. BASIS OF BEARINGS IS ASSUMED. + PLS =Professional Land Surveyor POB = Point of Beginning POC = Point of Commencement 4. ELEVATIONS SHOWN HEREON ARE 1, ~ pp =Power Pole REFERENCED TO NAVD 1988, DETERMINED BY + PRM Permanent Reference Monumen! GP5 OBSERVATIONS WITH SOKKIA STRATUS co N PUC1F =Plastic Fence RECEIVERS OF BENCHMARKS "HARRIS V" AND Cc O R =Radius ~ Nn RNJ = Right•of-way "D 8°, HOLDING VALUES AS PUBLISHED BY N rD ~ ~ RCP =Reinforced Concrete Pipe NGS, AND PROCESSED USING SOKKIA SPECTRUM S N&D = Sel Nail & Disc PLSH2865 v - v3.2 SOFTWARE. 'lT SIR =Set Iron Rod & Cap PLSA286o ~v 0 SMH =Sardtar)~Manhole +ti• TBM =Temporary Benchmark LOT 6 LOT 5 TDB = Top of Bank LOT 7 LOT 4 Tos =Toeotslope LOT LOT 8 uP =utiliryPole W!F =Wood Fence LOT 10 O WM = Water Meier 'x. • ` WV =Water Valve 6' y Woll ~ FCM 4"x4" LOT 3 N ~ FCM 4'k4" FCM 4 4 ~ o ~ With NAIL nth NA ~ 0~ ~fh NAl , ~ ~ 99 99 (M) -OHW- ~~~~-OHW- S 69'55'29" E M a ~P) ' ~ + 1ti~ + • 1 ~ •X _ - ~ f S 9'56'35" E(M ~ S 89°54'23" E(M) ~ - _ - J.-----~ 6' Masonry Woll p~` 611, p y 5Q' P 0~ P ~ ~ ~ o / 1 1 5;6';;>~,;15.5";;~;; 50.16'( 5~; " 4~19.83(M) ~SV~1"'• T ,;;a~'~?;?;'t~::~::;1`,I: 1 +1 ~ 1~ 6%16'%16%20" I .e::::.e1lis:y:;:::: 1~ti 2 iir:....... ` + + ° ~ , LOT ~4 „ 1 Square o Z ~ o Masonr Column o ~ ~ ~U+~1 y (Typical) ~~,i~rw;;:~ 6" ~ ro ~ 8" o.t' ;U12 6' rr~ Fe ce ,l ~~°:v10=.~ ~ ~ LOT 43 ~ • ~~i ':iii: _I Q W iii: 1. ~ N ~ Y~~~ • iii: ~ V-I •ii•i O 1ti 0.4' gWide I ~ ~ I '\A`' 1°`'~ ~ I V ~ M Masonr Wall. Ds 1 t~:~:~::t:::;~:~?;;:;: ~ ~ ~ 16 T ical yp O~ Q) 1 ?~1 LOT 39 ` 6„ 6„ ~ii;13.1•.;~ 1`10%14„ 1~,. .........15.6:.x.:::.: ry. ~ ........1 LOT 46 5.7 , ,c ti. ,rni':;`i>':':~o Vic. p 1ti. ~3 ^ ~ 1ti. 1 % ~ + ~ LOT 45 LOT 0 0 ~ . LOT 41 ~ ;:::~::>:;::>.;i,::::10.0 1 ~ C S 7.4 _ 5 6.5' ...c0 ;:;17.2 J W 6. :•ii ELOOD STATEMENT; ~ 1 N A C:!•i:i'r?'riF.iiiiiiii:•iii~i• THIS STRUCNRE APPEARS TO BE IN FLOOD ZONE / 1486:;`.;;;?`.;ii:;";};titr:e. O' . "X" ACCORDING TO THE ROOD INSURANCE RATE ;~;:#1482i:;;;•,`.;;~;:}. ti• '•`~:;;I;';:I~ ~W + Q ~ 13.2' #1 STORY'~:~':~~~`~>~~:>:::;::;::::: MAP COMMUNITY PANEL NUMBER 125096 0109 H. tp~ `};;;;;;::iii:1 STORY:;~~iii•~• • , N~i~r:•'.•r:i'r';i;':;:i .!:iiiiiiiiis:vi:eiaiiiiiiii ~ ~ MAP RENSED DATE MAY 17, 2005. PROVIDED BY ~ N:~°~is:~::;i I ~~:::;:;;.:::>:;:~::•::•>FRAME~.;•;~:•;'•:::::;•:~::;:::•;:;•:::•: N THE FEDERAL EMERGENCY MANAGEMENT AGENCY. Vey rn,;;;;;;;.:;;;:F AM ~:.:.:.:;;:::;RESIDENCE:::::;;ao.1'?~; ~ 0.8' , " I D.4' 't r .r,::~;:::RESIDENCE~::>:~:?~ ~ ! 2.4 , v- _ ~ t2LFE=75.38:;::?~:~ .y~ ::::~::::LFE-74.292iif~~N 6 W/F ::~::::.:co 1 se •v ~`o ~zh~f 'ti 1ti• ....10.5 0!::;`i~i;~.i:0';':10.4, . ' ~ ; 7.39 _ . . 9 +1. ~ SYMBOL LEGEND s.3' :`.'.:9.3':}:. t3,4' 1 • °d C/~l a ~ -2' Conc. Strip r D =Water Meter ?S .yF ` ~ 0 7,6 =Fire Hydrant 6' W/F ~ ~ 72153 24" +c• . ,~21 , o~ 0. ' 6' W F ~ = U61i Pole 0.5 2~' ~P• l r, I { 1 g. ~ ~ ~ / -Guy anchor Errck Ste a I w N ~h" Y,r,"~ti . ~w~1`~ ~ ~ ~ =Water Valve p ~ ~ >ti'~%~`„ p_ O N N ' c. c N =Sign ~ 50.17,(M) , , ~ w ~ 28 ~ .Y,,,s't-N ~ ~ . ps =Sanitary Manhole .t; , „ • < FCM 4 ~ =Drains eManhole O P ~ 49.7T ~ I Wrfh NAIL N o s ~ N ,9© =Grease Trap +1'`' N 89'48`0' W(M) SQn~P V. (NQt USBd~ '4~ = S of Elevation ~ ^ ~ _ _ _ a >x~ = Lipht le 1`~ ~ ~ 1ti° N 69'55'35° {Ivl) ? (0.47E, D.63N) ti~ 9 Po ~ 1 ~ ~ =Well - FND N~ N 89'52'01" W{M) ~ " u 100 P + ~ -Centerine D tips FCC 4 x4 ~ SIR - ~ =Handicap LB 3889 1ti~ ~ ~th~V !L a~ 99.95 (M) ~ ~ =Floodlight 0 ° ae S • ~ ~ Cleanoul ~ 5 ci ' 1ti' ~ ~a { ~ ~ ®=Power Box a~ 1`' ~r a ti~ ~d' a , ~f 6 -OHW- - -OHW-~ as .L~ 1~. 0 • ~s •s,•. so - - 1ti. o a' q 2 Fa ~ ~ , p TREE LEGEND 6q• 102 2 Conc. Curb 1oa r~s N 9 o ~~~1' PINE , o %rl~~ 80 R W OD .OAK ,2 CLEVELAND STREET a~ 1~ 2• 1 o :r. HALM + 1+ 2 + O ~ ~ 1pq 1V 120 c} ~ N~' YEW ~ 11c" . O d' -I O . O M , N m ~ f<C6d • ~ , ~ I, •DENNIS J. EYRE, THE SURVEYOR IN RESPON$IBLE.,~ ~G R13 ;CERTIFY THAT • A THE SURVEY REPRESENTED HEREON AND ;THAT, „ , h`'., C , ''9~JRVEY ;AND SKETCH ARE ACCURATE TO THE BEST OF MY KNOWCEpG •++~jD81:LIEF' !ar )t,~~L`ER~1FY ~ THAT THIS SURVEY MEETS THE MINIMUM.<;TECHN.(J 4„;S;T~4t1~A~R'~J~~$EGTf~N 472,Q27,. , p ~,~„~,.,~,,,d,,,,,~,,,~, ~ ®RIGINAL FLORIDA STATUTES (OR RULE CHAPTER 5!Qf7 A C) S.l f2UEY I ~~ALJD a c r r r Vic a r rr OATS May 4, 2006 N UNLESS SEALED WITH AN EMBOSSED DRAWN BY.• J•S•B• vii RECEIVED SEAL,C M COVE kf 3 1822 DREW ST. SUITE 8 c tr Y' ;'RY CHECKED BY . SCAL& 1 = 20 JUL 14 2006 ® s~- 17 ry CLEARWATER FL 33765 , PLANNING DEPARTMENT , « ' ~ CITY OF CLEARWATER ~ D AYR ~lP ~ ~6•,No <2865' o DATES ;;Ma' ! <<` JOB NO.. 4000 SHEET 1 OF 1 PHONE: 727 447-1763 o Y~ NOTE THAT THIS DRAWING MAY HAVE BEEN ALTERED 19 - SIZE `.BY RE TODUtCTI N. 5t UGGO - 5and Finish - Hardy-Board Stucco Brick Goior 1 Lap Siding Golor 3 Trim - Hard -hoard ~J. , Golor 3 ~hingle5 _ Gol or 2 1~ap: did ing 5t UGCO Dolor 3 Sand ~ini5h ~~olor 1 Mean Roof Hei ht Trim - m- Golor 2 Llor 2 ~ N 3/16„ 5cal~ 3/1~" ~~ale Shingles ~+ar~d~-~3oard Shin Ie5 ~ . . 9 ~.ap Siding Go I or 3 m~ 5t UGGO - 5and finish - i5h - ~t UGG® Color 1 Sand din i5h - Dolor 1 ~ ~ ~ ~ ~ ~ ~ ~~,I e e - 8 B i i 3/16" Scale Color Legend: 1: Sody: i~aybreak Sun EG 2. Trim: i~aisy Pield EGG-1 3. accent: Whipering Oaks ~U11 UGC.-11-1 or~l~l~al. RECENED EGG-11-2 ~~~C ~0 2006 ~ ®ak5 ~G~-11-3 I~LANNIFiG dEFAI~T~IENT CIT(OF CLEARWATER Cleveland Street Townhomes Issue Date~6 December 2aos City Comments: This buildin Cleveland Street - will be ~ Clearwater. Florida designed to / 1. Windows on both ends (placed where we Jere we can) meet the Florid j 2. More Meaningful Details, banding, columr aolUmne, rece55e5, relief5, etc. standards set forth in Tectonics 3. Awnings suggested (we would like not to e not to place these) section 1609 Incorporated tia~" some Kenneth S. Risley, P.E. unless 4. Neutral GolorS, more than one scheme of the 2004 . theme Florida Auth.Num3 600009670 P.O.Box1115 otherwise Welrsdale, Florida 32195 specified Building Code \ Ph. (813) 961-7194 Fax (352) 821.6852 i x. R MAIN 22 ~ 9 L T SOT 7 OT 6 o ~ 8 1// Ex.TO R MAIN 12' ~ o ~I\ 27" ~ ~ ~ ~ ~ ~ ~ DEVELOPER , A C 3'X10' A/C 3'X10' 3'Xi0' A/C 3'X10' A/C / ,r EX. TO R PAD ''CONC. PAD:,; PAD ':'CONC. PAD.;. `CONC. PAD: PA 'CONC. PAD.. PAD EX. TO REMAIN ~ 2 ~1 ~ Ex:TO R MAIN 28" ~ ~ U EX. UP TO Z ~ ~ REMAIN ~ i ~1 S , IN ~ EX.4 M SONRY 30' 24" ~ EX. UP Z ~I/ Ex.TO REMAIN 30" TO > M Ex.TO REMA " 1 ° 16" 0" WALLTO REMAIN 6~ 6~ ~ o > > S 89 55 29 s ~ 12' ~ , ~ ~ti REMAIN ~ ~ Q ~ 39 55 29 E(M--- I 99.99 (M) ~tia ~ N - EX.4' MASONRY ~ ~ OHW --------OHW - _ ~ I ~ _ ~ WALL TO REM IN x.'20" • ; ~ + X20 ~ '~9 OHW N MASONRY- COLUMN ~ TO RE IAIN ~ + 24 Z } ~ u. ti FINISH-CONC. ~ o + . (TYP) TO REMAIN ri ~ ~ ~ ELEV. 73.15 0 N ~ 4'MASONRY r A A c ~ 12" WALL TO I /C 3'X10' / , r 10' SET BACK w o ° ~ A/C 3'X10' " 3'X10' A/C 3'X10 A/C j ~ ~ M REMAIN x. R MAIN I ~ r E T E 0 • Ex.TO PP, PAD t s.2 D .r PAD.,, r . ~ aa:. „REM IN RL PAD'CONC. PAD, 'CONC. PAD . PA CONC." PAD'. .PAD 16.1 Q U ~ •v QRL Z p 16 ~ DIRECT ALL ROOF ~ DIRECT ALL ROOF ti 1~ ~ O _ 12" ~ i RUNOFF TO X13 I RETENTION POND RUNOFF TO 1 ~ I I 87.T RETENTION POND 1 + ~Ex,TO REMAIN O ~ I 6'>/ 16 16 "/20" U I 'I 1 i I~ i 1 EX.4' MASONRY I~ I 1 WALL TO REM IN • ~ 1' .SQUARE N I 1 CAR 1 CAR 1 CAR 1 CAR D I i ~ 20" ENGINEER OF RECORD GARAGE GARAGE GARAGE. r I ~ GARAGE MASONRY COLUMN r*I I ~ 1 ~ x.20" I TO RE AIN ¦ ~ , FINISH CONC. INISI INISH CONC, FINISH CONC, FINISH CONC. ~w ~ „ (TYP) TO REMAIN I ' ~ I ELEV. 73.50 ELE1 ELEV. 73.58,,ti~' ELEV: 73.58 ELEV. 73.50 o i~ ~ ~ ~ o , ~ I~ CURB EN CURB END I I 1.2 ~ ~ u`"i e~ I p' Ex, TO REMAIN I 10.0 10. I ' Ex.TO Notice °m ~,~~"~~f rrrr°r I ~ ~3 ~ r ~'>.~16„ REM IN ~rc w."~x`. ~ ~ r: < <~`~A, ~ g1,°//% NEW NEW YI + ' a ,M1 INTERIOR INTERIOR i 12 Vi LANDSCAPED QI LANDSCAPED ml AREAS ~ I 1~ , WI WI //~l~~~ m N;g ~ , o , . ~'S 50 I •o• R N I i I N x . ~1r i~ a ~~,1.~'4 ~ EX. 2 HIGH ~ I I a „ d w/ W x , I ' +73:17 + 73.25 :4 W 0 IDE I 1 CAR + 73.25 + 73.25 + 7 :17 I ~ ~ ' n~ 4.~ ~ 1 CAR 1 CAR 1 CAR 1 ~ ~!i 1 ~ 0 0 ~ ~ ~ //i; ~ , , ~ o ~ ~ d ff t.rl , I MASONRY WALL I GARAGE I 5 G11ARA~GcE 1ti 1GARnAcGCE ~ GARAGE' ~ 6.7' w, a~ F ^ ~ a ~ 6 ~~jll ~ dip a> a T 7265 T 7265 73.14 ~ ~ .'F 72.70 ~ N' • :p ~ +72. I '/G.. ~ ~ . a:Q N M N , t I I ~-~,,r' TO REMAIN I 72: H i'7270 o ~ ~ ' /1 (TYPICAL) I . r. NEW C.O.INV. ~s:zo {Q ~ ~ I ' 66.25 NEW C.O.INV: NEW C.O. 73so _ z INV: yi,r ,~`5'.r, i ~ N~N W o ~ ~Z ~ I CURB END 00 n u i CURB END 0.5 68.35 INV. 66.50 I 1 ° ~ w URB END CURB END CURB END ' ~ w ¢ w. Y v 68.38 ~ p ~ ~ ~ 1 1 14"/ 1 'I ~ 0 3 . a n I 9.9' 11.8' 10.0' I - 10.0' 10.8 9 ~ 10,8 10.0 e • 11.8 9.9 ~ ~ a ~ ~ ~ I+~ I `0z~ z. NEW ~ :z ~"'.y i W `J I dry, z ~ ti I ~ ~ NEW ~ NEW ~ ~ti'r~; V r + i 0 INTERIOR ~ I N i ~ti' I. a,: LANDSCAPED INTERIOR INTERIO a i aNDSCAPED ro; N; LANDSCA ED I ~i: AREAS AR ¦r NEW 6 x16 ~ Date issued. Q6~3QfQ6 ARFAS r. , CURB I a rn: ENO I ~ o o ,rn STRAIGHT I o .a a; IL`L' < ~ °i'' ~ ' ~ CONC. CURB ~ Project Number: Q6.13 ~ ~ a ~ ~ - 5 ~ Designed by: KR I n; _ I ~ i ~ W Revised by: , ~ INEW SAN MH ~ 72.5 ~ I NON TRAFFIC LI z I 72.5 ~ ur6 +7 6 .D I D. :Z ' C1J ~ Drawn by: RR IV ~ I AND FRAME z. z. ' ~.f jRIM72.0 " I NEW INV, S=67.92 0 ! ti~ ~ti. 09 b: C.O. INV. ;i n ~ 24 ~ I ~ NEW 75LF 8"PVC SAN+®0.5 3"PVC SAN+®0.5% N E~ ~ 68.30 i ~ ~ Revisions: I ¦u:.~¦uia.u.¦s.:muuuiu¦di¦imi¦i¦i¦miR~innuaau¦uui¦i¦uui¦w¦aiu~u¦imvwuan~iiu¦in¦iu¦uiu¦uu~ ¦i 3 ,,1 ~ - r'~,':~. ^ I ~ 2 725 ,Q ~ I - ~ I , 723+ STAMPED ~ ~NGHT ~ ~ No. Date Description -'1J I J i NE I r CONCRETEN 72 cuRB. ~ 1 07 10 06 CITY COMMENTS 28 I s"x1s" coNC. , TEN ION . ~ ' ao' s „ NEW 6" ' ~ 2 8/31/06 DRC COMMENTS a( EW 6 EXTRUDED ~ sa ~ 8 , TRAIGHT PON I o CURB (TYP) EXTRUDED CON.CURB i 3 2/02/07 CITY COMMENTS I c ~ 3' WIDE CONC. ~ I ~ ~ SPILLWAY 'WLWAYCONC. CURB CON.CURB ,500 ~ .6 R~r z ~ R3q , ND R { 4 ~s m \ 9 I ~ 0 NEW ~ o I 9 ~ 6"X16" ~ + , 9 5 ° 1~. i CONC. 6 I , ~ ~ ` I' I ~ ~ CURB , I ' 25' SET- BA ° o CK . ' 1. 5.0 ~ ~ ~ 739HP ` .74.0 Y ; ~ , i i ~ 0• 1~~ • - - S - - 7 ~I ~XPANSIDN J NT ~ e n `99,:95 (M=) , ~ , • ~ , ~ N 89 52 1 W M ~ + 71.7 I x~~s ~ i 24 51.0' ; + ~ 12.0' o~ 6.T PROPOSED 25' 9 o_ `SIGHT TRIANGLE' ~ , < SIGHT `fRIANGL ~ 5.2 2 2 0 72 'r 1 EXPA SIO e I , t. . ~ ~,y, ~ DRAINAGE AND EXPANSION JOINT ~ JOIST R 3a "X3'X; I ,~o UTILITY 3a "X3'X ~ +1 EASEMENT ~ PRELIMINARYSET o ; ~ CONC CONC ~EX.TO NEW CONCRETE " Pao NEW3 X12 X4 CONC. PAD FOR 8 ; ~ NEW ; PAD NE 4:1 i R AIN 28 / SO ID WAST CONT INERS ND . L E A A 3 - I B APRON , o RECYCLE BINS CONCRETE ~ HA-1 j ' ETEN ON ' .5 o _ C3.1 N ~ . \ i Uri PON i ~ aNE wAY ~ PERMITTING SET I ~ APRON - ,NEW CONC. PAD : ~ o 1 1 ; . 71.7 ; Q N 9.6 ~ NEW` R1-1 ~ CONSTRUCTION SET I Nn ; I ~j ~ NEW 2~" WHITE STRIPE 71, ~ \ NEW 24", WHrf STRIPE i SANITARY SEWER STRUCTURE TABLE - Project Name I EX.2' WALL TO ,CURB ~ ~ XPANSION JOINT < . 71,5. 71.5L <N 89'52'1 ~ -99.r9UR'B EN< EXJONTO ~ ' CURB ~ GREASE SKIMMER 3.2' 1' 2' TYP. CREASE sKIMMER REMAIN,. AND, i 'CURB. L ~ N0. .STRUCTURE TYPE RIM INV. ELEV, S'~ 'END: ' ; N NE~5'CONC. SIDE K ~ r SIGHT IANGLE ..ENDn~ ~ Wearin EXPANSION rn NEW SANI DOG. 66.12 E+W Surface I ~ + " • +,~ti. ~ + +~~1 Joil~i~ s4.o' FROM R CLEVELAND ST. JOINT. ~ 3 ~ HOUSE MANHOLE 71.55 ~ . ~*7,.7 r~ a 67.55 N - - - v ~ ~i ~ • SEE DETAIL C6.1 - - raw ~ti' EX. WATER ~ ~ ~ + + + + / ~ EXIST, FHA~`HP 0 z " , , " SIDEWALK \i/\i~ \ 'o ,\~~:i~\i~\i EX. UP T M : NEW CONCRETE o NEW SANL MANHOLE . 3 2 x5 X4 CONC. \ \ \ \ \ \ \ ~ ~ ~J g 2 72;0 x7,92 S+E d,'~r, ~4~, PAD ti/\//i ~;/ii//i • ' ' /i/ !i/i i/~/' I APR N 'c~ MAIN' TO~VNHOMES '~J ~ 4 NEw wuEN ~ ,METER TO 2 NEW , NEW- DO NOT ENTER ti REMAIN ~ + ~ EXIT ONLY SIGNS CITY INDEX 301 20F2 L.-_ .~1 / / / / / REMAIN. 0 w Base „ 7~ \ ~ °C ~ ~ WTI ;;•~'r~'•~ POND SIDE SLOPE / / / ~ / ---------~-OHW ~ W~ ~ti•__FOR LM~`~ > ~ CONCRE E o ~ - - --------------------------------j - - - NEW_ R2-1 W . 3 2 SURFACE OF •~P••.••• DEPRESSION -FRONT ~ ~ \ ~ , NEW CLEAN OUT Of 71'1 OF OVERFLOW PAVEMENT = NEW 8 NEfI(4 ' WAT ~ ~ APf~DN 0-------- ~ 3 72 ssso w DETAIL B ELEVATION VIEW 7 CITY INDEX 305 10F2 ~ b:r~l~; r , ,.,,,,~r A. OPENING - - ~ ~ ' • • '-tY \ 1 N.TS. 2 BULLNOSE(TYP) nnnnu nuuuuuunnum ni uuu n auuunuiunuunnnu i 'i unnuuuuuuuuuuw~nM~ umnununuuuuuuuuunu ; m not nw ¦ • NEw, coy . PAO .R > ti• ~ Project Address o / / / / / / / ~ <i - v t OPENING IN NEW 6"X16. ATTACH W/ ~ ~ PIPE SCHEDULE R D •'o m SANITARY SEWER coNC. 3/s s/s _ EX. 2 '0 EX. 2 CONC. 0' NEW3 X12 X4 ONC PAD ~ > WEIR SECTION B-B CURB FOR POND CURB END ~ ~ z S W OVERFLOW CURB ANCHOR BOLTS EX,8'SAN.TO 2 ~ ~ .CURB ~ I s ~ ~ ~ 1 14821486 CURB TO REMAII~~ SOLID WAS ~ N ER5 AND 6 EX:VALLEY ~ 1 LINE LENGTH //Fl' SIZE //IN .TYPE SLOPE % ' , ~ EACH SIDE REMAIN ~0• ov_ ~w; ~ 1 , ~ l ~ < i +71.7 f 'a ~ ~ ECYCLE BINS GUTTER CURB 6' CLEVELAND ST. ~ " ~ ~ f ~ O DIP s xis `4 ~ ~ EX.B" 140 LF V.C.P SAN:®1.5% TO REMAIN CLEARI~IATER ~ 1 - 2 74 8 CLASS 52 0.5 sTivucHT 'I ' ~ 4" • • ~+71.a' • ~ I ~ 4 S ° 2 CONCRETE • < N EW 5 C~ N C.5 , NEW SANI DOG HOUSE ~ PVC I ' GALVANIZED MH W! TRAFFIC LID AND - 2 - ~ 75 $ 0.5 • SIDEWALK , 'c ,c. < ALUM.OR FRAME 8 0 7 R FL, 33755 ~ SDR 35 < • N r•, ~ t'• . ''c.: FIBERGLASS i Z .ta. . :i'r ~ < < L< G i a c GREASE RIM 71.55 + ~ EDGE OF PAVEMENT • < < ~ ~ < ~ ~ ~ r< .SKIMMER NEW INV. E+W=66.12 `f' r +71:1... ~ NEW INV N=67.55 IGNAGE TABLE ' S 2'X5'X4" CONC. ~~E~IE D STET ~ -CURB ENDING DETAIL 5' N MUTCO N.rs. PAD + .G Drawing-Title ~ DESCRIPTION REF re gUANTITY DETAIL B PLAN VIEW 1 ~ 02 1 N.T.S.. DO NOT ENTER ti~ SITE, DRAINAGE R1-1 2 STOP,. AND UTILITIES o EXIT ONLY . R2-1 2 3 PLAN co - 2 R$ 3a SIGHT VIS o NO PARKING BHT VISIBILITY o o ALL ROOF RUNOFF FROM THE NEW N SUPLEMENTAL PLAQUE * _ 2 SECTION .3-911.UNDERGROUND UTILITIES; FOR R8 3C CONSTRUCTION WILL HAVE POSITIVE TRIANGL TRIANGLE " SURVEY DATUM NAVD 1988 / NO PARKING FIRE .LANE nnicl n~t,ecnlT 'run-r nncc nlnr Innrnl~rc 'n * UI_VLLVI IVIILI-4 1 1 F-I/-%I UVGJ IVV I..IIVVVLVG !1 UI5UMAKUt IU lHt F'UNU. WHITE REFLECTIVE BACKGROUND WITH RED LETTERS SUBDIVISION; ALL UTILITIES INCLUDING INDIVIDUAL, SCALE, 11.001 Drawing Number DISTRIBUTION LINES SHALL -BE INSTALLED WASTE COLLECTION o UNDERGROUND UNLESS SUCH UNDERGROUNDING IS BLACK BARRELS RECYCLE BINS TO Nf ~zl~-I NO STRUCTURE OR LANDSCAPE MAY BE INSTALLED BE ROLLED & PICKED UP BY NOT PRACTICABLE. W WHICH WILL OBSTRUCT VIEWS AT A LEVEL BETWEEN OWNER TO/FROM CLEVEND STREET. 3( 1-11 IL SI 30" ABOVE GRADE AND S' ABOVE GRADE WITHIN THE 10 0 6 10 .0 SIGHT DISTANCE TRIANGLE. 0 c Y See Index No. 301 w, 3' r` ~ ~ . c f , ~ N ~ ~ C? DEVELOPER ? ~ 0 4 layers of brick CD ~ ~ ~ 2 Non-Penetratin ° ~ ° ~ ° ` 9 FDOT Type S-3 Asph. Conc. patch to ` Pick Holes ° ~ ° ~ ? ~ ? A r ved barrel ' i s als are pp o ~o nt a Concentric cone (Flat cover ba 2" min. thickness or match Q U D ° 0 ° ~ ° ~ "0-Rin s" and °Ram-Necks". ' g / on shallow manholes 0 to p p° p° p p Two continuous rings at all ~ 1 4 depth) existing for thickness in excess of 2" CLEANOUT PLUG Z 0 ? ~ ° D ? 0 joints. CHARLOTTE Pipe .And Foundry Company See .NOTE For Traffic Bearing Cover. Port No. 106 Or Equal Z N .o ~ 8" Brick Steel reinforcement ? 0? ~ ? Patch / Resurface full-width of street on > M B' Mln, longitudinal installations ~ Q , ~ ARY ~7ETIVER ? ~ ? ~ a ; 5 min. wall thickness Cor,pacted PRIVATE SANIT acted ~ Replace Base ~ ,x ,j ~ ~ . ' type II acid resistant Thlckness) ? Q ? •k I 4' Min. I cement 4000 s.i. cness) ~ ~ ~ ~ . ® ~ MANHOLE COVER , P ?D;~ Grout fill opening with .,4• ; 2 /ft min. I non-shrink mortar , , , .•,5 T; , 'ti Concrete Pad 8" FEMALE ADAPTER H ~ ~ x ~ " Thick x 1'-6" Sq. CHARLOTTE Pipe. And Foundry Company N ~ u_ p :v° '•'*R•, Replacement ' Part No. 101 Or.Equal ~ a- ~ ~ " ~:~;:e.:~ base material i?4 Poured Encasement • ~ ,::#~';?i'• ~ 2' joint in pipe entry shoo be Undisturbed Ex1st Base U p i(>:ii}ca;~; I 1 (Typical) approved by the SOLID COVER Engineer per C ~ ~ Cii Article 22 12' Grout flow channel s P.V.C. pipe requires manhole. " 12" Trench 12" W 0 ~ 0~. li Width li ~ NOTES adapter coupling by Flo Varies O ~ U " Control, Inc., or a roved T=Thickness of . 25 ~ 2. 1. Precast manhole drop may be approved by City PP . . N Engineer. Shop drawing submittal required. water stop coupling: orlgmal Base ccmpaotea ea~keu Undisturbed Trench Side ~ Z Z ~ 25 3/4" ~ 2. Dro re uired when 2' or over. acted Backfill TWO-WAY CLEANOUT ~ ~ ~ CHARLOTTE Pipe And Foundry Company ~ O _ 3. Manholes shall have an interior and exterior coatin 9 Part No. 448 Or Equal O o. " ~ of at least 15 mils dry thickness PROLO EP214-351 Z9 1/2 Epoxi-Mastic. or Koppers bitumastic black solution U 300M. Sewer Lateral RING -SECTION PRIVATE SANITARY MANHOLE ASPHALT sSPHALT STREET AND Wei hf 85 lbs. INDEX NO°301 g CfTY INDEX 302 2 OF 3 DRIVEWAY ` ENGINEER OF RECORD SOLID COVER- SECTION N.T.S. IVEWAY REPLACEMENT NGTE, Cle~anout Plug Cover To Be 2 0F2 wei ht 120 lbs. REQUIRE[ .EQUIRED FOR UTILITY us. foundry 7623 Or Equal... NOTES g 1, U.S. Foundry No. 117 Ring (;IQNS' - And BL .Cover, Or E ual. q CONSTRUCTION FRAME AND COVER N.T.s. an INDEX 1aa SANITARY SEWER ~ ~ a CITY INDEX 104 1 OF 1 ~ <Q ul N CLEAN-OUT DETAIL N~n~ m ; ~a ; CITY INDEX # 301 1 OF 2 3 N.T,S. CITY INDEX 304 1 OF 2 Wn`Nnn ~ ,,~1'~\f~I ~ +rp,~, " 1 "e , Plck ale ~ / `J ~y tl ~ CQNCRET~ BRICK AS REQ'D " 1-1/4 ~ 3X5 X3 NOMINAL PER ASTM C55 Q H~Z d p ~~'~•~,~y(Cy~ ~k ~ , ~ 5 13 APPROVED BARREL JOINT SEALS ARE in. 4 Required "0"-RINGS OR "RAM-NECKS". TWO ~~w ~ w~ CONTINUOUS RINGS AT ALL JOINTS CONCENTRIC CONE R W ALL JOINTS SHALL BE SEALED.. 4" Drop at All Drives P q r 1 F o ~ ~ ~ ~ it ~s'L JN44J~' ° ~ -V~~` h ~ ? ? ? ~ STEEL REINFORRCEMENT 5" " OPENING IN PRECAST 12 ~ PER ASTM C478 1 v t~ I I - „ 1 CAR 1 CAR 1 CAR tCAR 0 ~ ,_roI . , , a' , SANITARY WIDE MIN TO ALLOW , , " 1 1/2 R Wearing Surface - U ~ 5 MIN. WALL THICKNESS ? ? ? ? ? ? BARREL TO BE PLACED I 4' MIN. TYPE II CEMENT 4000 PSI ; GARAGE' GARAGE GARAGE GARAGE ~ aR s e.w lee ? Non Skid OVER EX. SANITARY PIPE o / ~;;;id, ~ ~ -F 72.65 -F 72.65 +72.65 +7265 d~ N M •~r~f rrhr'~d.\ ~ ?~'d - PLAN Pattern AND ONTO. CIP BASE 2" FT. MIN. FI PEDING WITH o ~ -L RING HALF Requlred ? ? ? v ? / GROUT LL O ~ / ~ Z Z _ • iv Required ~ 12 MIN , NON-SHRINK MORTAR ~ c ?F p? ~ ~ o o Grout flow h nnel , ~ c \ " Before ex. pipe is opened o., ~ Base ° 36 oo = /'~'''9~~ , . ~ RR;; Q U. W LLuall I 21" SOLID COVER CAST IN PLACE CONC. „ .,G~,/ • • • Compacted... • BASE 8" MIN. DEPTH 6 NEOPRRENE WATERSTOP ~ ~ • • • „ • Subgrade~ • Machined Surface ALL AROUND ~ , 6 . , 7..... r M iv W/#5C~ 6,, O.C. BOTH . C~~~~ Date issued: 06!30!06: t I ~ WAYS 3" CLR AT 6 MIN. ~ ~ t/~//~//~//~/~ 22-3 4 BOTTOM AND SIDES. ~ ~ ~ • ~ ~\i CJ CJ CJ ~Iq~~ . ~ i /i.J/i~/i~/i//i o o W Project Number: 06-13 . NOTES N h ~ CJJ ~ O Designed by: KR 1.MINIMUM CONCRETE COMPRHENSIVE STRENGTH: 4000 PSI®28 DAYS STRAIGHT CURB ~ ~ c0 Q ~ Revised by: ~ -p Machined Surface 2: DESIGN LOADING: HS-20 N.T.S. CITY INDEX 101 1 of 2 ~ RING - SECTION 3. BASE SECTION IS MONOLITHIC ~ ~ ~ J EJ=EXPANSION J IM EJ u Drawn by: RR " 4. MANHOLES SHALL HAVE AN INTERIOR AND EXTERIOR COATING ~ .Minimum Weight 7" 232 lbs. SOLID COVER SECTION OF AT LEAST 15 MILS DRY THICKNESS PROLO EP214-351. ~ 9 278 lbs. Minimum Weight 128 Ibs, EPOXI-MASTIC OR ICOPPERS BITUMASTIC BLACK SOLUTION 300M. ~ ~ NEW - ,NOTES 1 o ST MPED Revisions: wa .base is 8" or thicker use. 9" rin 1.Where road y 9~ SANITARY SEWER RECA T D GHO E MANH LE IN R.O.W DETAIL a CON RETE No. Date Description P S 0 US 0 all other cases. Z ring is permissible. 2. Manufacturers.-model of storm. ring and cover to MANHOLE COVER IN R.O.W be a roved b Cit En ineer. N.T.S. • PP Y Y g N.T.S. CITY INDEX ~ 301 1 OF 2 ~ ~ W W i 1 8 31` 06 CITY COMMENTS , ^x,-,/z"D ~ 2 02 02 07 CITY COMMENTS CO ROL JOINT ~ 3 C J ~P) sx w2.axwz. 2 4 4 W LDED WIRE FABRIC t m ~ J 5 0 ~ 6 NE , c 3, ~ 2 OPENING IN CURB a TEN ON 28 ' 7 PON 8 Y (SEE CURB ENDING 1' 1' 1' CURB-- • . DETAIL) 7 5_ " i+ ~ 9.6 g o_ A 4 NEW BLDG s° REINFORCED 2 III-III-III= 3" p CONCRETE. Q(~ 6"x6"x# 10 EJ EXPANSION. EJ=EX ANSION ~ JDINT Jo Nr ~ PRELIMINARY SEf of 5V0 a. W.W.M. - - - 3000 PSI • ~ , 'Q III-III-III= 2 „ N " ~~p ~ CONCRETE 6 CONCRETE CURB NEW 6 STRAIGHT CURB SECTION A - A N gg~5 .1,~W~M) '99,.95'(M~}` SII SIGHT TRIANGL~ ~ ~ I ~SIGNT ~fRIANGLE ° • , , o' < ~ PERMITTING SET' o a . N.T.S. " o " . d ~ • . a' ' EXPANSION JOINT N a~ •1 \ ,1111=1111.1111.1111=1111_1111.1111=~IIII_1111=1111=IIII_IIII=1111_ - P' JOIST O , N „ EDGE OF PAVEMENT a NEW CONCRETE NEws'x,z'Xa" coNC, PAD FOR ~ CONSTRUCTION SET \ 12 SUBBASE N STABILIZED UNDER PAVEMENT F I TO MIN, 40 L.B.R. AND a APRON SOLID WASTE COMNNERS AND NEW RECYCLE slNS CONCRETE. a. • " PAVEMENT COMPACTED TO MIN CURB ENDING DETAIL CONCRETE PAVIMENT 6 J 98~ MAX. DENSTfI' . N.T.S. Q N.T.S. SEE SPEC, CL2 PER AASHTO T-18D 4. ~ , Nov coda PAD APRON Project Name / ;l ~ ~ A ` ~ z ' ;o . w 4 0 4• 5 ' 3, P ~ G 6"x6"x#10 W.W.M. ~ CLEVELAND ~T. Q BOT. OF RETENTION ' ;~~~'i COMPACTED BOTTOM OF RETENTION BASIN BASIN 3' GROUND ~ g JOINTIN JOINTING PLAN TOWNHOMES w Finish grade to R/W 4" THICK > allow 0.4' min., 1.0' FLUME DETAIL 111_111 . ~ ; a ~ ~ N.T.S. N.T.S. ~ max: fall from' _ _ _ _ _ _ _ _ 3000 PSI CONC. N.T.S. III -`fi -111d ll d l l_I ll d l ld l l ~ ~ property line #o EXPANSION JOINT N back of curb. ~ o I SECTION A, - AZ POST. OPTIONS; Minimum 36 Behind- Back Of Curb BADE Project Address 2"x4" OR 2.5"DIAM. m Or Edge of Pavement ~ Z ~ N.T.S. WOOD; 1.33LBS./FT, ~ „ ~ WSTORM DIRAIN MIN. STEEL I--8' MAX.----I - u1AX.----I R 1482.1486. / 36 sidewalk ~ FILTER FABRIC IN ~ x 5 ,.a~ ~ CLEVELAND ST. ~ CONFORMANCE WITH x „ p 18 MIN. VERTICAL CLEARANCE SEC. 985 F.D.O.T. ~ _ SPECS. OR EQUAL to 3, 5.0' +-29.4' CLEARWATER EXIST. 18 MIN. FL, 33755` v c eanout GROUND _ ' GRADE 1111-1111 i "il 1 I 1= Nom- i i 1=N.~i a'I-'11 i,III~IIII m ~ ~ b -S ee Tee „ " . o' 10 ~ Dou le w p ~ ,i- 30 -36 or as ~ z 1 X12" NEW 5' SIDEWALK _ I Directed by the M ~ - TOP OF i Cit En ineer WsroM GRAIN D.LP. IS USED IN PLACE OF P.V.C. y 9 FOR A MIN. OF 10 EACH WAY 20' N PRINCIPLE POST 1 CURB 72.7 NEW. CONCRETE Drawing Title m + FROM ~ of WATER MNN WHEN GRADE POSITION CANTED OPTIONAL d' THE VERTICAL CLEARANCE BETWEEN I"~ OPTIONAL +72:2' I~ POSITION =III=III= , K,. DHW 71.7 „ ~ 20' TOWARD FLOW a POST v WATER & SEWER MNNS IS 18 OR LESS. A POSITION z 18" OR LESS VERTICAL. CL M ~ FILTER FABRIC I! I~ CITY OWNED , ..HOMEOWNER OWNED ~ WATER MAIN a: ~ AND MAINTAINED AND MAINTAINED + SILT o _ EXIST. FLOW „ \ I' \~~\~'s ~%i`\ CIVIL SITE DETAILS 0~ 4"X3'W CONC / 10' MIN. GROUND - _ _ _ - _ _ ~ ~ ANY VARIANCE. MUST HAVE- WRITTEN P.V.C. OR V.C.P. HoRIZOMAI CIEARANCE I_IIII_IIII_IIII I'_IIII_II u I _~lu_I~ PLAN 0 6 Service Lateral APPROVAL OF THE CITY ENGINEER. SAN. SEWER GRAVITY MNN NOTE: ~ _ =1= -III-1=\\\// SPILLWAY 3400 -.PSI ° CONCRETE ENCASEMENT OF sroRM sEwER + SANITARY SEWER- GRAVITY OR SAN. SEWER I / Main I a"Y~'v~' ennlr. aen aann PSI MAIN 15 NUI f LKMIIILU GRAVIIY MAIN STREET LATERAL SECTION VERTICAL CLEARANCE HORIZONTAL CLEARANCE Drawing Number DETAIL a ~ NOTE. N.T.S. CITY INDEX # 305 1 OF 2 SILT BARRIER DETAIL JL SECTION A-A a All lateral materials, including approved WATER MAIN & SANITARY Z Cleanout hardware, are to extend to the N.T.S. SEWER CLEARANCES N.T.S. / R/W or to the easement line as noted. s N.T.S. m 0 L C6M Y /