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FLS2006-11070o \ Planning Department ??????? 100 South Myrtle Avenue . C Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? ' SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION CASE #: F" l- 2CV (P -I II of 0 RECEIVED BY (staff iAitials DATE RECEIVED: J ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and application are required to be collated, stapled, and folded into sets ? SUBMIT APPLICATION FEE $ * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 10/30/2006) PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Sc APPLICANT NAME: Clearwater Village, L.C. MAILING ADDRESS: 423 Cleveland Street, Clearwater, Florida 33755 PHONE NUMBER: 727-638-9062 FAX NUMBER: PROPERTY OWNER(S): Clearwater Village, L.C. List ALL owners on the deed AGENT NAME: Kenneth H. Roush, P.E. - MAILING ADDRESS: 521 Chestnut Street, Clearwater, Florida 33755 PHONE NUMBER: 727-466.6772 FAX NUMBER: 727-466-6882 CELL NUMBER: 727-463-1436 E-MAIL ADDRESS: kencreteCcaaol.COm B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: Clearwater Village Phase One A PROJECT VALUATION: $ 11177.00 STREET ADDRESS 1370 State Street PARCEL NUMBER(S): 03/29/15/555481000/0102 PARCEL SIZE (acres): 0.56 Acres PARCEL SIZE (square feet): 24,330 S.F. LEGAL DESCRIPTION: SEE ATTACHMENT A PROPOSED USE(S): 5 ATTACHED DWELLING UNITS DESCRIPTION OF REQUEST: 1. WEST SET BACK REDUCTION FROM 10' TO 5' FOR LOT 27 FROM APPROVED CLEARWATER VILLAGE PHASE ONE A (SITE, DRAINAGE, UTILITIES, FLOOD Specifically identify the request MITIGATION AND LANDSCAPING PLANS FLS2004-12083). (include number of units or square 2. INCREASE HEIGHT FROM APPROVED 27 FT TO 40 FT FOR LOT 27. footage of non-residential use and all requested code deviations; e.g. 3. LANDSCAPE REDUCTION FROM 7FT MIN WIDE BUFFER TO 5 FT BUFFER W17 reduction in required number of DECORATIVE FENCE, 1 TREE135FT AND 100% SHRUBS IN ALIGNMENT W/ THE parking spaces, specific use, etc.) APPROVED PHASE ONE SITE PLAN (FLS2002-08062). CAUsers\Patrick Va1Gn\AppData\Locel\Mic osoft\Windows\Temporary Internet Files\Content.Outlook\YSD2MIYK\Flepble Standard Development (FLS) 2006.doc Page 1 of 7 • 0 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) X SITE PLAN with the following information (not to exceed 24" x 361 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; X Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; 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, stone and sanitary sewer lines, manholes and lift stations, gas and water lines; X All parking spaces, driveways, loading areas and vehicular use areas; NIA Depiction by shading or crosshatching of all required parking lot interior landscaped areas; NIA 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 onsite and offsite storm-water management facilities; X Location of all outdoor lighting fixtures; and X Location of all existing and proposed sidewalks. X SITE DATA TABLE for existing, required, and proposed development, in writtentlabular form: EXISTING REQUIRED PROPOSED X Land area in square feet and acres; 24,330 (0.56) 10,000 (0.23) 24,330 (0.56) X Number of EXISTING dwelling units; 1 NIA - X Number of PROPOSED dwelling units; N/A 10/ACRE MAX 5 X Gross floor area devoted to each use; - - 17,454 S.F. X Parking spaces: total number, presented in tabular form with the 1 - 10 number of required spaces; X Total paved area, including all paved parking spaces & driveways, N/A - NA expressed in square feet & percentage of the paved vehicular area; X Official records book and page numbers of all existing utility N/A - NA easement; X Building and structure heights; 13' 30'-40' 40' X Impermeable surface ratio (I.S.R.); and 0.053 0.75MAX 0.67 NIA Floor area ratio (F.A.R.) for all nonresidential uses. - - - X REDUCED COLOR SITE PLAN to scale (8 %7 X 11); NIA FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; CAUsersXPatrick Vatbn%ppDateLLocaMAicrosoft\Windows\Tempomry Internet Files%Content.Dubook\YSD2MIYK\Repble Standard Development (FLS) 2006.doc Page 4 of 7 • 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. THE HEIGHT INCREASE REQUESTED WILL IMPROVE THE DESIGN AND APPEARANCE. b. THE VERTICAL COMPONENT OF THE VIEW WILL NOT BE REDUCED FROM ANY ADJACENT PARCEL. 2. THE PARCEL IS NOT CONTIGUOUS TO A LOW DENSITY RESIDENTIAL PARCEL. 3. OFF-STREET PARKING WILL BE ON PAVED DRIVEWAYS OR IN GARAGES. STREET PARKING WILL NOT BE PERMITTED OVERNIGHT. N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: CLEARWATER VILLAGE, L.C. 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 1370 STATE STREET, CLEARWATER, FL, 33755 3. That this property constitutes the property for which a request for a: (describe request) 1. WEST SET BACK REDUCTION FROM 10' TO 5' FOR LOT 27 FROM APPROVED CLEARWATER PHASE ONE A (SITE, DRAINAGE, UTILITIES, FLOOD MITIGATION AND LANDSCAPING PLANS FLS2004-12083). 2. INCREASE HEIGHT FROM APPROVED 27 FT TO 40 FT FOR LOT 27. 3. LANDSCAPE REDUCTION FROM 7FT MIN WIDE BUFFER TO 5 FT BUFFER WITH DECORATIVE FENCE/WALL, 1 TREE/36FT AND 100% SHRUBS IN ALIGNMENT W/ THE APPROVED PHASE ONE SITE PLAN (FLS2002-08062). 4. That the undersigned (has/have) appointed and (does/do) appoint: BERNARD K. REICHEL, JR. as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the 6. That site visits to the property are necessary by City representatives in order to process this ap tiers representatives to visit and photograph the property described in this 7. That (I/we), the undersigned authority, hereby certify that the foregoing is tru BERNARD K. REICHEL, JR. Property Owner n Property Owner Property ner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of a-oo k personally appeared 1?5e C' o ccd h R ec,, a j.7r who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. NOTARY PUBLIC - STATE OF FLORIDA Dawn A. Barker =Commission #DD648604 Expires: MAR. 08, 2011 otary Public Signature $ONDE3A',l'IdRU A7'l.AN7'!C BONDING CO., INC. Notary Seal/Stamp dmmission Expires: CALlsersTatrick Valtin\AppOata\LocaW!crosoft\Windows\Temporary Internet Files\Content.Outlook\Y5D2M1YK\Flexible Standard Development (FLS) 2006.doc Page 7 of 7 r ro 0. 12 TOP OF WALL ,I 12 -j 5 au ra 3.12 TILE ROOF TRUSS CLG ,I M O R ®®? 1AU55 0 GLG ?I ? P P FIN FLA y =. L REAR ELEVATION NOTE: 22V" (ROUGH) OVERHANG TYP 12 1 s TILE ROOF El ? ? r EN II II .PEN NIGHT SIDE ELEVATION TILE ROOF C5-ocer TOP OF y ? F. tAUSS STEMWALL 12 KW 15 -ls S 12 3:12. NW TILE ROOF THU55 TILE ROCF CLG FLR TRUSS CLG ?? P P P P P .11 F lR STEMWALL FRONT ELEVATION NOTE: 22\" (ROUGH) OVERHANG TYP SCALE: 1/8" = V-0" DATE SCALE NOTED DRAWN BY MARY MORAN FILE REVISION N Lo W ?M II 1n -j 0) -'d Y LLl 00 ?U}U) (? v li W W Q Z U ,-? C a W?? G ? Y N I U 00 M 0) Ln U ? a 3 ?! V/u a? ?n U N J '?3 5 00 w •U N a H 04 Fw •z 0 -j ?o _3 C) U Z O O< ON L" L" o M O? Cl) 'o Z U M N a 0? am `DO Zv WxLj Q U ) -1 ? z5: Qm Ld wv) 0(if m: L, a as z x 3 w U W z Z w J ALLEN ENGINEERING AND CONSTRUCTION SERVICES (AECS) IS NOT RESPONSIBLE FOR THE ARCHITECTURAL DESIGN, ITS FEATURES AND ASSOCIATED DIMENSIONS A E C S #7076 SHEET THE ARCHITECTURAL INFORMATION IS ACCEPTED AS . . . . ' BEING ACCURATE AND IS USED BY AECS SOLEY FOR THE PURPOSE OF DETERMINING STRENGTH, FIRE 1 HEREBY CERTIFY THAT HAVE PERFORMED THE ATTACHED DESIGN PROTECTION, AND FLOOD RESISTANCE CONSTRUCTION REOUIREMENTS. TO COMPLY WITH 120 MPH 3 SEC GUST LOADS AND IT IS IN COMPLIANCE WITH SECTION R301 OF THE 2004 FLORIDA BUILDING CODE RESIDENTIAL W/THE 2005 & 2006 SUPPLEMENT SEALED FOR STRUCTURE ONLY ?j O /- . . 4 ? NOTE: 22\" (ROUGH) OVERHANG TYP 12 la LEFT SIDE ELEVATION r`te' f Clearwater 0 Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-5624567 Fax: 727-5624865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets ? SUBMIT APPLICATION FEE $ ?. ` S r R r .;? .C l e`Ia CASE #: RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 16 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE STANDARD DEVELOPMENT APPLICATION (Revised 10/30/2006) PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Clearwater Village, L.C. MAILING ADDRESS: 3755 423 Cleveland Street, Clearwater, Florida 3 PHONE NUMBER: . 727-638-9062 FAX NUMBER: ORIGINAL RECEIVED PROPERTY OWNER(S): Clearwater Village, L.C. AIOV 2 9 206 N List ALL owners on the deed G DEPARTMENT PLANNIN OF CtEARWATE -- - CIN AGENT NAME: Kenneth H. Roush, P.E. MAILING ADDRESS: 521 Chestnut Street, Clearwater, Florida 33755 PHONE NUMBER: 727-466-6772 FAX NUMBER: 727-466-6882 CELL NUMBER: 727-463-1436 E-MAIL ADDRESS: kencrete.@aol.com B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: Clearwater Village Phase One A PROJECT VALUATION: STREET ADDRESS 13_7_0 State Street PARCEL NUMBER(S): 03/29115/55548/_000/010.2 PARCEL SIZE (acres): 0.56 Acres PARCEL SIZE (square feet): LEGAL DESCRIPTION: SEE ATTACHMENT A PROPOSED USE(S): 5 ATTACHED DWELLING UNITS DESCRIPTION OF REQUEST: Specifically identify the request (include number of units or square footage of non-residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) $ 1'177,000.00 24,330 S.F. WEST SET BACK REDUCTION FROM 10' TO 5' FOR LOT 27 FROM APPROVER__j CLEARWATER PHASE ONE A (SITE, DRAINAGE, UTILITIES, FLOOD MITIGATION AND LANDSCAPING PLANS FLS2004-12083) CAPersonafl20061CMILLAGE-131A AMMENDEDTlepble Standard Development (FLS) 2006.doc Page 1 of7 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) ? 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 THE CLEARWATER VILLAGE RESIDENCES WILL HAVE AN AESTHETIC MEDITERRANEAN DESIGN. IT IS NOT OF THE SAME SCALE OR CHARACTER AS ADJACENT PROPERTIES. 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. HE CLEARWATER VILLAGE PROJECT(S) WILL ENHANCE THE VALUE OF THE ADJACENT PROPERTIES, AND SHOULD THEIR APPROPRIATE RE-DEVELOPMENT AND USE. THIS PROJECT IS PART OF A PHASED DEVELOPMENT [ENCOURAGE EING CONSTRUCTED IN THE AREA. 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 CLEARWATER VILLAGE. 4. The proposed development is designed to minimize traffic congestion. THIS PROJECT(S) IS AN EXCELLENT EXAMPLE OF MINIMIZING TRAFFIC CONGESTION IN THE AREA. . ONLY 5 ATTAHCED UNITS ARE PROPOSED, PLUS A HAMMERHEAD TURNAROUND. _ 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. THIS IS A DEVELOPED PROPERTY WITH A LOWER INCOME HOUSE. THE IMMEDIATE VICINITY IS BEING IMPROVED THROUGH SITE UPGRADES AS PART OF PHASE 1. THESE UPGRADES ARE CONSISTENT WITH THE CHARACTER AND STANDARDS OF THE CITY DEVELOPMENT CODE. 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 CLEARWATER VILLAGE SITE AND RESIDENCES 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 I 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. STREET PARKING WILL NOT BE PERMITTED OVERNIGHT. ORIGINAL 1133 2 9 2006 PLANNING DEPARTMENT CAPersonaP200MCMILLAGE-PIA AMMENDED1Flexible Standard Development (FLS) 2M.doc CITY OF CLEARWATER Page 2 of 7 T E. STORMWATER PLAN SUBMI1-rAL REQUIREMENTS: (City of Clearwater Stone Drainage Manual and 4-202.A.21) 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 detentioniretention 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. COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT X SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable X 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; N/A TREE INVENTORY; prepared by a "certified arborist", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; X LOCATION MAP OF THE PROPERTY; N/A 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; ORIGINAL RECEIVED 2 9 2006 PLANNING DEPARTMENT C'ITE' OF CL.EARWATER C_1Persona1120061CWVILLAGE-P1A AMMENDED,Flexible Standard Development (FLS) 2006.doc Page 3 of 7 r r E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) 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 X ACKN DGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) 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; N/A TREE INVENTORY; prepared by a "certified arborist", of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; X LOCATION MAP OF THE PROPERTY; N/A PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards Cie. 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; ORIGINAL RECEIVED DEC 0 2006 PLANNING DEPARTMENT Ci'IY OF CLEARWATER C_tPersonal120061CWVl1_LAGE-PEA AMMENDEDkRebble Standard Development (FLS) 2006.doc Page 3 of 7 IT 0 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) X 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; X Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; 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; N/A Depiction by shading or crosshatching of all required parking lot interior landscaped areas; NIA 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. X SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: EXISTING REQUIRED PROPOSED X Land area in square feet and acres; 24,330 (0.56) 10,000 (0.23) 24,330 (0.56) X _ Number of EXISTING dwelling units; 1 N/A - X Number of PROPOSED dwelling units; N/A 10/ACRE MAX 5 X Gross floor area devoted to each use; - - 17,454 S.F. X Parking spaces: total number, presented in tabular form with the 1 - 10 number of required spaces; X Total paved area, including ail paved parking spaces & driveways, N/A - NA expressed in square feet & percentage of the paved vehicular area; X Official records book and page numbers of all existing utility N/A - NA easement; X Building and structure heights; 13' 30' 40' _ 27' X Impermeable surface ratio (I.S.R.); and 0.053 0.75MAX 0.67 NIA Floor area ratio (F.A.R.) for all nonresidential uses. - - - X REDUCED COLOR SITE PLAN to scale (8'/ X 11); N/A FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; ORIGINAL _ RECEIVED All open space areas; Location of all earth or water retaining walls and earth berms; NOV 2 9 2006 Lot lines and building lines (dimensioned); Streets and drives (dimensioned); PLANNING DEPARTMENT Building and structural setbacks (dimensioned); CITY OF CLEARWATER Structural overhangs; C1Personal\20061CMILLAGE-131A AMMENDEDTlexible Standard Development (FLS) 2006.doc Page 4 of 7 T, 0 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) X 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; X 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); ? 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) X BUILDING ELEVATION DRAWINGS -with the following information: X All sides of all buildings; X Dimensions; X Colors (provide one full sized set of colored elevations); and X Materials. ? REDUCED BUILDING ELEVATIONS - same as above to scale on 8 %2 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. N/A All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) N/A Comprehensive Sign Program application, as applicable (separate application and fee required). N/A Reduced signage proposal (8 % X 11) (color), if submitting Comprehensive Sign Program application. ORIGINAL RECEIVED t"L-iV 2 9 2[06 PLANNING DEPARTMENT C1Personal'0MCMILLAGE-PIA AMMENDEDTlemble Standard Development (FLS) 2".doc CITY OF CLEARWATER Page 5 of 7 0 ORIGINAL EOFIVED K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) NOV 2 91@06 N/A Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: PANNING DEPARTMENT ¦ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. CITY GE CLEARWATER ¦ Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a °Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. X 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 adway legs and each turning movement at all intersections identified in the Scoping Meeting. Ic 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. X Acknowledgement of fire flow cak:ulations/water study requirements (Applicant must initial one of the following): e Flow Calculations/Water Study is included. Fire Flow Calculations/UVater 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 in this application are true and accura best knowledge and authorize City r entatives o I5t; DhotoaraDh the DroDerty bed in this a atio Signature of ptoperty owner or STATE OF FLORIDA, COUNTY OF PINELLAS ,S n to and subscribed before me this c?Z 1K day of I A.D. 20 d L to me and/or by rte., d e. i Q ..S Who is p onally known,has produced Zry ntification. ?sSi01V public ?_ - - --- - • o?M eh i My commission expires: ,•'? ?ay31, 200 CAPersonaA20081CVVVILLAGE-P1 A AMMENDEMFlexible Standard Development (FLS) 2006.doc Page 6 of 7 #DD 205794 0; 'of • ?/ Bondedih? ??e; • 04 ?q9L •:4 PUblic Under:' k? ?• 0 0 N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: CLEARWATER VILLAGE, L.C. 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 1370 STATE STREET, CLEARWATER, FL, 33755 3. That this property constitutes the property for which a request for a: (describe request) WEST SET BACK REDUCTION FROM 10' TO 5' FOR LOT 27 FROM APPROVED CLEARWATER PHASE ONE A (SITE, DRAINAGE, UTILITIES, FLOOD MITIGATION AND LANDSCAPING PLANS FLS2004-12083) 4. That the undersigned (has/have) appointed and (does/do) appoint: BERNARD K. REICHEL, JR. as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That ([/we), the undersigned authority, hereby certify ing is tr Corr BERNARD K. REICHEL, JR. V? ?-Property Owner - - - - - Pr erty Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS - 6 by t e laws of the State of Florida, on thish day of Be re me the undersigned, an officer duly commissi ? e ? ? C a personally appeared I'?Ce?r? G tit .?1 who having been first duly sworn t - Deposes and says that he/she fully understands the contents of the affidavit that he/she signed. _"e -SP.M?SSIO/yFA9 ?r,A Notary Public Sig ture ? ? My Commission Expires: Notary Seal/Stamp 6 ?ay51, 200 9N . o #DD 205794 'V'A -0pu /s///,? CAPersona1120MCMILLAGE-PIA AMMENDED1FIe)ible Standard Development (FLS) 20D6.doc Page 7 of 7 vKi 11NM RECEIVED f "'i 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 9 0 65ECTI0I5 , TOWN8IIIP 29 & PMGE15 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA LATITUDE 27° 9' N LONGITUDE 82° 78'W LEGAL DE(SCV-11)TION BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF VACATED STATE STREET AND THE SOUTHERLY EXTENSION OF THE WEST BOUNDARY LINE OF CLEARWATER VILLAGE - PHASE ONE AS RECORDED IN PLAT BOOK 126, PAGES 6 THROUGH 8 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA THENCE RUN N00'15-02"W, ALONG SAID WEST BOUNDARY LINE 128.54 FEET; THENCE N90'00-00"E, 72.76 FEET; THENCE N00'00'00"W, 27.33 FEET, SAID LINE BEING ALONG THE EAST BOUNDARY LINE OF LOT 1, SAID CLEARWATER VILLAGE - PHASE ONE TO A POINT ON THE SOUTHERLY LINE OF LOT 2, SAID CLEARWATER VILLAGE - PHASE ONE; THENCE N90'00'00"E, ALONG THE SOUTHERLY LINE OF SAID LOT 2, AND IT'S EXTENSION, 101.34 FEET TO A NON-RADIAL POINT OF INTERSECTION WITH THE THE WESTERLY LINE OF FREEDOM DRIVE, A PRIVATE UTILITY EASEMENT, THENCE SOUTHERLY, 158.60 FEET ALONG THE ARC OF SAID CURVE CONCAVE EAST HAVING A RADIUS OF 750.00 FEET, DELTA ANGLE OF 12'0658" AND A CHORD WHICH BEARS S02'30'42"W, 158.30 FEET TO A NON-RADIAL POINT OF INTERSECTION WITH CENTERLINE OF PARTIALLY VACATED STATE STREET; THENCE N89'12-53"W, ALONG SAID LINE, 166.64 FEET TO THE POINT OF BEGINNING. ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER - t.13?sST.. iL d.` 4 C? e 76`x'. 1 I 904E GoLc.K. bVIW N *SFK'r -r ,q 1 0X WOOL) Caw( „p,E?pdATlvE CouiJMxS/hI?CHES ?q(,S'-wNITE-SToME L?K• O?CoRA7'roN VNDEI? /CaofS: VNtTE nR .Br?QwiV tiU;SKE- 6#EWI# .Wipl s 1 T CMEMf)vT u I NDows. SAI D COWK -; k 1 I y _ G IVOYE11.R61E. LoO?o 0 0 ORIGIIII t RECEIVE[) Nov 29 ps PIp,NNING DEp,RWA Et4l CIV OF C 1 WET DETENTI AREA I 1 1 1 i 1 I 1 n 1 ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATFP aP ? ? IIl) Q w O s 1 1 1 O L `oc6 ?? ? 1/A Q 1 w 1 ' T- - -- -------- -'m- - \\ ,Op l1 23 T - too 1___-\ I O 1 0 L O Ifb o • ? ® 1 1 L _ _ P --j---------------------? 0 ? ® li 1 L r 0 U ET' ENT _ -. -_. ?..-..-._-..-._ • LP I I 90R) I W I 1 O 11110 I I 1 r i I _ I I I © 1 1 I L I 1 _ I I 1 I? 1 e•. 1 1 t ® ® I 30 LP OS7 @ 1 1 i I I ? I I I1 ? I I ?r . xamo&- IUdM- -? SCALE: 1 "=80' MAINSTREET PHOTOMETRIC LAYOUT PRO",, CLEARWATER VILLAGE PHASE ONE AND ONE A LP( LUMINA RE TYPE, MAINSTREET L2O0 PHOTOMETRIC SUMMARYt MAINSTREET ORNAMENTAL LAMP POSTS DISTRIBUTIUM TYPE-3 LOCArMV Gib POINTS, !0'-0" MV CENTER 1080 INDUSTRIAL PARKVAY POLE WEIGHT, 101-0" A VERAGE, .534 MEDINA, OHIO 44256 LAMP CENTER ABOVE GRADE, 11'-6" MAX, 129 PM 877-723-4431 LAMP,IWV HIGH PRESSURE SODIUM MIM .018 FX, 330-723-2570 LAMP LlIWNS, 9,500 (INITIAL) AVERAGE/MIN+ 29.67 TOTAL LIMT LOSS FACTM BOX MAX/MDW 71.66 DATE, JUNE 7 2005 O 0 1 I ? I 1 I e4.rV• tAv. L.•Oo !rte PRIG 10 4 • ??? W MA 012 L 43 L400 LS ORIGINAL RECEIVER NOV 2 9 2006 pLANNING C TY OF LEARWA ER1 • TRANSITIONA SHAFT USED WITH THE FOLLOWING: FF803 FF903 FF904 FF905 FF1403 FF1504 FF1505 FF1506 FF1804 FF1805 FF1806 6Vs" Dia.-. BANNER ARMS BA EN (TYPICAL) BP?0 Ep B NE (BY OTHER) 0,40 NOS 0,40 1' DIA. BANNER ARM MAX. LENGTH 40' 2 1/4' DIA. REMOVABLE BALL (TYPICAL) BPNNER BANNER (BY OTHER) STAINLESS STEEL STRAPS PC -E 2E SELECTION W V RV \ \ POLE SIZE SELECTION \\\`` WILL VARY P O OPTION SINGLE ARM O TION - 'I' BOLT OPTION BA10 BA20 A.. .y ORIGINAL LANCASTER 111 SERIES RECEIVED Aluminum Base/Shaft NOV 2 9 2006 2 ' &. 04 PLANNING DEPARTMENT Date Project Name Gt tiL? V I LA.&61S Catalog# Ai I 10 ' oy- Type Initials Approved [ Approved as noted El OVERALL HEIGHT OPTION 7' to 14' CITY OF CLEARWATER ' Features Cast Aluminum base, extruded aluminum shaft • Strong • Lightweight for ease of installation • Requires little maintenance • Damage resistant in areas where lawn/snow equipment comes in direct contact with base • Multiple luminaire ornamentation • 3' Diameter lantern tenon standard. Finish Options Base/Shaft finished with a superior quality polyurethane paint applied over alodined surface. Base and shaft are fade and chemical resistant • Standard Colors: BK=Black, GY=Matte Gray, MG=Menthol Green, OG=Olive Green, FG=Forest Green, NAG=New Albany Green, CB=Chocolate Brown, NK=Other, consult factory. Luminaire_Options ALL v ICICO (S x•516 See Luminaire Selection Guide for of Fe, L.6 recommended styles and sizes • Refer to Luminaire Section for details. _ J Accessory Options Wall brackets • Ladder rests • Multiple arms available. BASE HEIGHT 2,9., 4 1rz' STRAI G HT SHAFT ACCESS PANEL Lamp Post Catalog Numbers Specify: AAF107 = 7' Height Option Specify: AAF108 = 8' Height Option Specify: AAF110 = 10' Height Option Specify: AAF114 = 14' Height Option 91fs" Diameter, 3-Hole Anchor Bolt Circle Standard. Galvanized Anchor Bolts and Template Supplied. Y v •- 11%, BASE W IDTH Note: Suggested anchoring is not for construction use, consult factory for proper template '-=eivea: 8/75/ 2 1:58PM: 7275624755 -> NORTHSIDE ENGINEERING SERVICES: Pace 2 =., X12002 13:14 727565 ENG PAGE 62 ORDINANCE NO. 69602 AN ORDINANCE OF THE CITY OF CLEARWATER. FLORIDA, VACATING, THAT PORTION OF THE 40-FOOT FIGHT-OF-WAY OF STATE STREET THAT IS BOUNDED ON THE EAST BY THE NORTHERLY EXTENSION OF THE EAST PROPERTY LINE OF LOT 19 OF E.A. MARSHALL SUBDIVISION AND ON THE WEST BY A LINE 90 FEET VVVEST • OF AND PARALLEL TO THE EXTENDED PROPERTY LINE OF SAID LOT 19; SUBJECT TO A 1 DRAINAGE AND UTILITY EASEMENT WHICH IS RETAINED OVER THE FULL WIDTH THEREOF PROVIDING AN EFFECTIVE DATE. WHEREAS, Clearwater Vrllage, L.C. owner of real property located in th I City of Clearwateer, has requested that the City vacate the right-of-way depicted in 4ibit A attached hereto; and E WHEREAS, the" City Commission finds that said right-of-way is not neceJsary for municipal use and it is deemed to be to the best interest of the City and the general public that the same be vacated; now, therefore, ; BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF CLEARWATER, FLORIDA f Section 1. The following: Portion of the 40-1oot right-of-way of State Street that is bounded on the East by the northerly extension of the East property line of Lot 19 of E.A. Vlarshall Subdivision, as recorded-in: Plat Book 3, Page 44-of-the Official -Records Pinellas County, Florida and on the West by a line 90 feet West of and parall?l to the extended east property line of said Lot 19 f is hEireby vacated, dosed and released, and the City of Clearwater releasers all ' its right, *L- and interest thereto, except that the City of Clearwater hereby retai s a. drainage and utility easement over the described prop" for the installation a d maintenance of any and all public utilities thereon. Section 2. The City Clerk shall record this ordinance in the public records of Pinellas County, Florida, following adoption- Section 3. This ordinance shall take effect immedlabety upon adoption. i ORIGINAL PASSED ON FIRST READING RECEIVED NOV 2 9 2006 ' Ordinance Nd. 6955-02 PLANNING DEPARTMENT CITY OF CLEARWATER Received= 8115/ 2 1:58PMs 08/15/2002 13:14 727562+ i 7275624755 -> NORTHSIDE ENGINEERING SERVICES; Page 3 a4G PAGE 03 i I Brian J. Aungst Mayor Commissioner A&ffi i Cynthia E_ Goudeau City Clerk s S PASSED ON SECOND AND FINAL READING AND ADOPTED Approved as to fvrrn; J C. Carassas Assistard City Attomey ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER i a Ordinanoe No. 6955-02 Received: 8J15J 2 1:58PM; 08/15/2002 13:14 7275626 7275624755 -> NORTHSIDE ENGINEERING SERVICES; Page 4 ENG PAGE 04 i EXHIBIT "A" ' Scale 1 p = loo This is OA?-t a survey y ° , STATE STREET V/A 'I vacated it Of Way VacatA ues ted By A o olic W rte. ? ?' U U rt . r J . w?t• r• 9>- 0 to SUNSET 0 Lo ? M /02 .4 19 L 'IV `jam 20 t Q 0 i 1 { { E i C4 A . ..: 30 33L C. R. 576: cl POINT ROAD CItY Of CLEARWA R. FLORIDA F-feb,URUC WORKS ADMINISTRATION RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 2 CF 4 SITE DATA: LOT 27 u0r ,IaAI , - y ¦no MW ? w/. ?.11=11wArw n . ,. ? a Oe alelrnL ON .raa r r °. r Ir r a.o ?. M ,r r r r, W .Oft T TN .T y. SITE DATA: LOT 28 IOr MW ...r v. y r1Dr rrcw ,.. ... y M[ 00 r ?r r a (O v r r . rrr 001 m M v r r r for ?M aAr T y, _ SITE DATA: LOT 29 for aW w u. r v. IN .00 MW IA+? . M r.1lMY MW m ? =00 rr p.q s 001 1K try. r r r f r r rar reN, .? r.r Iv. SITE DATA: LOT 30 for MIY ..1. ?. y. am Mw V. o.aalrY rr ., v v. ?. Ob r I?tt s 04 r.r RpwT e co rs frY r r for rO1M Y' y. SITE DATA: LOT 31 LIN AfM 51a v. y. MM MW y. ?IIMY IRA( y. pMJ i[ 00 Y I r a fry v ur rroln Z. NOTES: 1. CLL4 MM K1AOE OKM 4,M WIDOW 01 PNW ONg AND S"u a I{Y{m M TYT rYA/r01 , PACM WrATIM AN MIKKIrR L a TKY INK mt 111101 DMPM. MCKY0L M ACIIW. AND TML M\DW VLL N ? M MT I D AM f10w1. LEGEND LL a mow ®e rI1LDO1o a oooac ® ?w olrr I? Nrx our. ? ?s aay • Iq G WAPr NULL D A i,in c =m of um m M TD A A Oo x oA OCm.l6M0 I' CoVmmm W 1100111 M oD1?01YMI0L C RO 10"O S Or roor atrr aw NiuT mn101I). EX-M TO REMAIN } aw ?` w>_I- za 0 > n 1.0'_ z00 wJ a v O O z NOT IN PROJECT i^ NOT IN PROJECT d .- ?." 1 N in ! ur FW W L lL L- LL AREA S.F. 2,457S ? I BLDG ARE ' PATIO N _C 1,905 S.F cr? PROJECT : " AREA I ?JF ?.. ?.. ?.. - -1- w 1 STATEo°=? 01 PROJECT AREA 101.34' I PAVEMENT FOR FIRE ( ACCESS W/ PAVERS I V 1 (SEE DET. C6.1A) J I J y I _ ' r LLLLLL 9.28 v1 r 3 2 31 .1p I u'1 ? 31_,_- j J , ' LOT AREA D 30 I 3,100 S.F. " ___--- It BLDG AREA LOT AREA M? 1,725 S.F 3,154 S.F. or BLDG AREA 1,725 S.F. 0 N N O 0 = ? PATIO 8.8 ? I ^ W CURS I OD ,rr , Mn i PATIO • 7 0 ' 0 7 63' t CJ; 46 NEW FHA TO Bt .NSWLEO A IN St RVICC BEFORE BUILDING f ONSTRtIf PION JEW 4' N - 3' IR SITION T AIN T 4 ?TWIN LIj 1 f 4' f O GW 13 W I m LL a X W 24' NEW 4' SIDEWALK NHEAVY DUN PAVEMENT C EE DET ^C8.1AI TURNAROUND-," . CURB FOOT -PE E MODIFIED SEE DETAIL SHEET "6. IA 46 L.A NEW 6' DECORATIVE - \ r I MARKER (18X18") T-(T" PRIVACY FENCE -----PROJECT \ 1? RED DIAMOND. „. ,.. „? ALONG PERIMETER 2 NEW "NO PARKING" AREA \\ EMERGENCY VEHICLE USE ONLY" SIGNS PER NFPA1 ( a \ CH.18-2.2.5.7 ec 2.2.5.8 1W Ut_ YACA TED 57A 7E SIREET (240',40) ORDINANCE No. 7J70-05 (_ 20, 2005) Boost 14064, Poyer /698-1699, 01-76-05. so" rw (DRAINAGE AND UTILITY EASEMENT CITY OF CLEARWATER RETAINED BY THE OrY CY CY£ARWAIER) M r r 10 a t: ;n rye E1: 9 U W? a ?.. 0r 71 Nv e?7 b .W w 11/01/2006 KR RR.AZ p ? J - 29S -16E PINELLAS COUNTY CLEARWATER VILLAGE PHASE ONE A 1370 State Street Clearwater, FI STAKING SITE PLAN C3.1 A REGEVEV 1NG CEP R`N P? R ? G?EP Gtr 0 MII??aT ==" - WpOa d0..1 C0111110L 1Q!!t 1@.dBll! 1111 •tKXd i/a tt 1]®O a ,W WC 111M1 t •Iprm KDN M t®a iCOC1Nm Yf m t n1olQ;ld 111011 m M •.WR P M•RY 1WmOe MO lNO1GYC id/R M lOfA1]1 OI OI 1 OOII4R 1FI./O M •{0?I a M fn1e111i.Ta1 0•r•. X1.1 q????,q•'W-*1NrWoj On"L_d ?tt?pl t1? -ys?•uia?lriw I? 1?q??ii?uw Ytttll.' V'NF?1R', NO? IM•IGl 1t ?1i.. L v u1s.a•e •ML t naelm 1a11tsaiwl 1.1/te .• .011to p •It .AR 11•.0/ •R a OM •tl/[ 1I1?i0i ?latR\a?1WDM M ?ii??? Y1 pR IApOIe[ e41a4 eWl t NQO, •1Q Ii II1L?J? ?Y14fr?• l A t/.Y OI ?aTlaal awm L s•td1 .mp. swa a1m 1De wua• iv • •.01 • W 1111ippry 1110. a .0•a Me A 11L1.i t6 F RCYJ1 AO lA O111Wgdl 11/e/ 1111 010fA0 .1•M DW W 1N1 1LaR .1t1d1 •A?I N A.® afN. tL 1101 t ioosrl 11w 1ts•411 w .IF• rar «° o1/ts.r osm 1u. 1® r/11 t1oY1a 1Flp1Y ?y1p M ?I?(?/ 1°Wr?11 GRit OIA?aGMM1 i ? O4•lt1 r110wr i.1i m t .9 m aorlr sm 10oK a ws4•ssm 11141aooe r11cr r® 1onw11/1a a rnawc 111a/1o11 info/ rsu t m/1ss sd 4/1 W01 OrIR a pia /a 4 usss[ M 11411•IW C1OL a M s/w4a swd net .Wqi rwu w 0o/tl6 1. 1.•elos/.D 1!441 e1•L . we sown a a L sad (n •a r110er1.a•L >? e•W m N11110[ mn L .M611 K.10• C//mt. dM M 11i[ a N.IIIR A pS11C •l>8 l ONIt ti a o01rd R • 111/r,? a n./1e mt vit s/a •M•! 1••/ • WOd OIaY Mp DatlLlr •111•, M PA 111E t 1.OLW9 / .awi p /te 1r !W WR 11WY1. 41/rlm flMl . Y11L m Mot W.VIIOII.e F •r s.o a N1•mso eot. ? M swsa/. toewKTa s1u wvr > sr?m ur-•a ?r 0•/DO .Itei a ILL C I'Ollnt w M St11.1 m M 0/11 M /M ti 1101 7C eSK:Flaee. iMl! 4110 ~M OR P ,IO?ilt p' 1[ •O•ie/ p d/sl Aa NL l•[ a 1108 At M n/IOa•104 w1 1101F1'OO/i tit tF{? •e41 t / 114E C01R.•t iN 100 40iW10 IYI1/O OOOL iM111 M C411M 1?S1?t ? 0°DOOMa? ? •MR??i /IAp ?1 • ROYR ?M 1t10? 1/m14 MYtI p /OI/?IO. L /OIM N oR• mICMf1111Nf 114.1! L I.9/11fa01i M•IL ?I a HOOD F1W1P? •Yd M e °104 +rnw m Deer. sa aaldld• sm- ./f 1q1 M hl1I1.1® ¦.4K ° N1CIaf9 L4•/o••I• ?. M 1•/14 ws o ar Wee sNW 4p•>< 11w• 1..•d4 L 1as•vs•slas oesa RTC a Pa aatraaa tll 4?Iwri 1?r.°?ti eO•wisln w?/duo?a 1??r os ?M d°?i1 M ?°oei°1? v wwsvo n' Lt rw _%q a-i a IT ° PLANT MATERIAL SCHEDULE INSIDE -9211LNL- _mm_ luffillix ,? "?• it ?w., r..r.? 0.1/ 1101 M,yRS,s, , ® r .? WFUT w NOTE LANDSCAPE MAY VARY PER 110MEOosm NA/OR ASSOCNTION DISCRETION. RiGINAi RECEIVFC - v,I e `'' 2 9 2000 NOT IN •? PROJE.T I Ih?T/1 i Y B ? ? JJ Y' PLANNING DEPARTMENT Hirt CITY OF CLEAPWATER TR1=1= & SHRUB PLANTING DETAILS 0?11o>1w F Ya ?, 3 ?- ro s z • ? sOata1 r-aw ' rte... rrr. s..1r BMRUB PLANTING pETP. ?'?_ TREE BARRICADE DETAILS AV iz?ataN- s?IAO ?- lari'rr? 1.?rr Inkc PROTEf,TiVE BARRIER FETAI( g,clalarsr- aaruEaa- T.at+aar PALM". Z_. ?alaraa- iC113iiF'i TREE STAKING • PLANTING DETAIL e O e ?»a[ o xEc 2 w wl+? N? a s ??' W Itrotnooa _•? Dana ?w.c?.en KR RR?AZ p?oa,W 3-299 16E PINELLA9 COUNTY e.? ronw CLEARWATER VILLAGE PHASE ONE A 1370 State Street Clearwater, FI o,a,.eq le. LANDSCAPE AND TREE PRESERVATION PLAN L1.1 A +21'- +12'- t0'-I SO (/t,Tf f ELEVATION ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Project Name; besigm bate, CI.MMA1?,P V U.AG1? PHA51? ONE A PA, If M, NOV 2006 Scale brawinq No 1"-10' 1 +271-81=+441-0' `7 +25'-6'=+41'-10' If I III III IIIH 11 11 1111 If III III If If 11 111111 [11111 nllr_ ?. +21'- '=+37'-4' N?7 M4 IBM 11 0 pq w J 1 111111 111111 111111 fill 11111111 1111 1 +12'-0'=+28'-4' 7___ 1111111111111111111 N?1. u I, li ?°??? ?®?? 1110:110F 0001- ±01-01=+161 ??o? t0'-0'=+16'-4' ???? ???? I ???? ???? ?®?® ???? ???? ???? N OTC Tf--r E LEVATf O N ORIGINAL RECEIVED ? in 2 9 2006 pIp,NNING DEPARTMENT CIV OF CL project Name: bes?gn, bate; 5cale; Prawinq No; CLMWMP, VUA6? FHA5F ONE A 12& If 13Ap NOV 2006 111-10' 2 =+43'-2' +211- '-+ 7'-4' ?-- EAST ELEVATION +16'-1'= +10' 111211 Project Name; Cl,?AFWA1?F, VUA61? FNA51? ONE A +261-91=+431-1' WEST ELEVATION +121-01=+281-4' t0'-0'=+161-4' _4 ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER nesign, bate; 5cale, brawinq No; PA, If 13M NOV 2006 1 ", 20' 3 PRE:LLAS I.:OUNT`r, MRIDA N101421W 12720-2 G((t1 11.22:27 GAM_. 01 DED-fIF 'IFFITNSri?)IS M 00-385426 DEC-20-2000 I I :20Rn (1!:1_; ? 0 L7 (??? y PINELLRS CO BK 11162 PG 1297 ? Ili ? . SPG: • I IIIIIi 11111 11111 11111 11111 lllli 11111 11111 fill 1111 Eft: . ,? _..., ..... RURDING 001' PAGES 1 $6 00 nu.. 1,.; 1n,o,nn 111;r1w,.o t„• m,n noadn tn: e.r? " - DOO,.STHSF' - DR7..19 , $245.011 KIMPTON, BURKE. WHITE & HEIDEN P.A: ' TQTW 00 26059 U.S. HIGHWAY 19 N.. d 100 .' WL['f AM. 0#1EREDc • ' X2!)1,00. . CLEARWATER. FLORIDA 33761 - - r.IlaflGl Property Appraisers Parcel Identification (Folio) Numbersr. , ' , a.(1(i .. .a; ll I yV fiFY?!1?r CLERK --- 03-29-15-5554B-000-0100 -__-jl'AU Ab0VF-1I113 1JNr Foh F(6,0f )II)G UA IA_ THIS WARRANTY DE m ' ED, rde;"Ilia day o? C.C-L•% t<fh A.D. 1000 by AVf5 M. GRIFFITHS, A SINGLE WOMAN herein called the grantor, to CLEARWATER VILLAGE LC, A FLORIDA LIMITED LIABILITY CO whose post office address is 500 NORTH OSCEOLA AVENUE #410, CLEARWATER, FLORIDA 33755. hereinahur called the Grantee: !WhcY evr.r w.cd lief sin till, r:rn,s "gi a:7lor" and "gi;,nlrr." in6h,d, ,II the p;n tic; to Iht:: in:.ln,nu:nl 'And the heir;, Irgal n:pr r. ;unWlivn;. prid assigns of th:; :.nLt,,,,,,,0.. .Ind J+e,i{,n:. 41 l,4Yynra114n?.j W I T N E S S E T H: Thal the grantor. for and in consideration of the sum of TEN AND 00/100'S ($10.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants. bargains, sells. aliens, remises, releases, conveys and confirms unto ilia grantee all that certain land sihlate in PINELLAS County, State of Florida, viz: THE SOUTHERLY 71.00 FEET OF LOT 10, E.A. MARSHALL SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 44, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS THE WESTERLY 240.00 FEET' THEREOF. SUBJECT TO COVENANTS, RESTRICTIONS, RESERVATIONS, EASEMENTS OF RECORD AND TAXES FOR THE YEAR 2000 AND SUBSEQUENT YEARS. TOGETHER, with all the lenernents. horedilarnonis and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, ilia salve in Ice simplu fpievei. 4 AND, Iho grantor hereby covenanls with said yranlec Ilim Ilia grantor is/arc lawfully seized of said land In lee simple; that the gianlor has good righl and lawhd aulhorily to sell and convey said land. and hereby warrants ilia title to said land and will defend the same against the lawlul claims of all persons whornsoevei: and that said land Is free of all encumbrances. except taxes accruing aubseyucnl to Doccrobei 31. 1999. Signed. sealed and delive ,d in the presence of: / Sul" m Ile Siijnatm` TERRY A. BALLEWME Printed Siynalure /A---VIS M. GRIFFITHS S. STATE OF FLORIDA COUNTY OF PINELLAS the lorrgning lnsh,1,wml wa:; acfinowledflcd holorr me This clay ill/`>=°?,-l 2000 by AVISM. G illf I- ITHS. Fl S INGI E WOMAN 1 " r !'c is know"n to me or has ( ) produced rlcnw i ,lion .( ) did (x) rlid not l ake all oa SEAL T '1 'at•` `^ki TEFI ? 11 _e r?- ? +}. "?`.. RYA. 6ALLENTINE MV COMMISSION d CC 767399 _- -- --- Notary ignalure cf -?•`; i;r: kRPIRES: August 13, 2002 „„?' ±,. _•• aq,fluU Thru Nopry 1'uaNC Ungnrwdlur, TERRY A. WNW. RECENED NOV 2 9 2006 IN WITNESS WHEREOF, Ilia said grantor has signed and sealed These presents the day and year first above written. PLANNING DEPARTMENT CITY OF CLEARWATER t BILL OF SALE, ABSOLUTE Tt115 INW11UMEN1 WAS PREPARED BY KNOW ALL MEN BY THESE PRESENTS: KIMPTON. BURKE. WHnE 8 110DEN P.A. 28059 U.S. HIGHWAY 19 N.. J 100 CLEARWATER. FLORIDA 33761 That AVIS M. GRIFFITHS, A SINGLE WOMAN . party of the first part, for and in consideration of the sum of Ten Dollars ($10.00) lawful money of ilia United Slates.. to be paid by CLEARWATER VILLAGE LC, A FLORIDA LIMITED LIABILITY CO . of 500 NORTH OSCEOLA AVENUE #410. CLEARWATER, FLORIDA 33755, party of the second part. the receipt whereof Is hereby acknowledged, has granted, bargained, sold, transferred, and delivered, and by these presents does grant. bargain, sell. transfer and deliver unto the party of the second- part.. its executors, administrators and assigns. the following goods and chattels: NONE To Have and To Hold the same unto the said party of the second part, its executors. administrators and assigns loi ever. And he./she does for Themselves and his/her heirs. oxeculors and adrninistralors. covenant to and with the party of the second pail. ils execulors adminislrators.and assigns that he/she is/are the lawful owner of the. said goods and chattels: Ihal lhey is/are Tree from all encumbrances: that he/she has good right to sell the same aforesaid. and that he/she will warrant and defend the sale of the. said properly. goods and chattels hereby made, unto the said party of the second part its executors. administrators and assigns against Rio lawful claims and demands of all persons whomsoever. In-'CVitness Whereof, the party of the IirsT pad has hereunto set his/her hand and seal this _ _-_ day of i% A. D. 2000. Signed. sealed and delivered in the presence of us: < ?L Wllliesfs': gnawrc AVIS M. GRIFFITHS Witness Sigiialure Pr F?F?v A. BAI_I.EN nNE ORIGINAL RECEIVED' NOV 2 9 2006. pLANNING DEPARTMENT CITY OF CLEARWATER STATE OF FLORIDA COUNTY OF PINELLAS The loneI r oin1 r instrument was acknowlodc ed before me this day of C 1-% 2f900 by AVIS M. /GI,? IFFII'HS. A SINGLE WOMAN who is arc -personally knovyt"`me or has produced S:_C_r'-_?_L`! a --i es identificalion. SEAL Notary Signa ure TERRY A. BALLENTINE MY COMMISSIONtlCC767399 Printed Notary Signature u[ }` EXPIFtES:AugusllU^2081 My Commission Expires: , ^ F<:.?: Fr Banded TNu NNmy PIAAc ?- ? ? PERRY A.13ALLEN11 -y LONG RANGE PLANNING DEVELOPMENT REvmvv December 24, 2002 Mr. Kenneth R Roush CITY OF CLEARWATER PLANNING DEPARTMENT Posr Omc E Box 4748, CLEnawATER, FLoRwA 33758-4748 MumcIPAL SEm+ m BurwiNG, 100 SOUTH Mymu AVENUE, CLEARWATER, FLORmA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 ORIGINAL RECEIVED JAN 2 6 2007 -Norrhside Engineering Services, Tnc- PLANNING DEPARTMENT 601 South Cleveland Street, Suite 930 CITY OF CLEARWATER Clearwater, FL 33755 RE: Development Order regarding case FLS2002-08062 and PLT2002-11006 at 1312 State Street Dear Mr. Roush: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code_ On September 12, 2002, the Development Review Committee (DRC) reviewed your. application for Flexible Standard Development to permit attached dwellings within the Medium Density Residential District under the provisions of Section 2-303, and preliminary plat under the provisions of Section 4-703. The proposal includes a mixed-use development with 26 attached/detached dwellings. The DRC recommended approval of the applications with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria per Section 2-303. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913.. 3. The development is compatible with the surrounding area. Conditions of Approval: 1. That Open Space, Recreation Land and Recreation Facility impact fees be satisfied prior to the issuance of building permits or final plat, whichever occurs first; 2. That Transportation Impact Fees to be paid, prior to issuance of a Certificate of Occupancy Permit; 3. That a revised landscape plan be submitted within 90 days from the date of first building permit (for a building), to the satisfaction of staff; 4. That the fence details be submitted prior to issuance of a building permit; -5- hat black barm3s and recycling containers be brought to the road by the residents, - That =C=v s to any gazed ar-ea be provided to the Solid Waste Department and gated entries require non en = y sy; ni per Pinellas County Ordinance 98-4; and 7. That evident--- of recio dd'ing of the final pint be provided, prior to issuance of a building perm- ED tai, Via- i4$i+YD$ I UMivi7?}3C3S?at nMW=mr'f GaAY, Ci?ii:,arisioN-ix HON FAA mT0N. s,Ob7Pzmsro. m BI-; -? - 11A -L e.ss ec 30 02 03:04p 10c Yauns 442-9312 P.1 December 24, 2002 Roush -Page 2 I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development. The approval is based on and must adhere to the site plan dated received August 22, 2002 and the preliminary plat dated received November 13, 2002. Pursuant to Section 4-303, an application . for a building permit shall be made within one year of Flexible Development approval (December 24, 2003). 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. In addition, please be aware that an appeal of a Level One approval (Flexible Standard Development) may be initiated pursuant to Section 4-502.A by an applicant or property owners within the required notice area and who presented competent substantial evidence in the Level One review within seven days of the date the Development Order is issued A copy of the Development Order is being sent to the surrounding property owners. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case will expire on - December 31, 2002- If you have any questions, please do not hesitate to call Mark T. Parry, Planner, at 727.552.4558. You can access zoning for parcels within the City through our website: www.clewwatcr-fl.eom. * Make Us Your Favorite! Sincerely yours, ORIGINAL RECEIVED Cynthia K Tarapani, AICP Planning Director JAN 2 6 200$ PLANNING DEPARTMENT CC: Bernard Reichel, Jr. Clearwater Village LC CITY OF CLFAPWATER Surrounding Property Owners Wlanning DepmtmenAC D Mtandard Fk x1Pendmg Ca=e 2 - Reviewed and Peading109-12-02 DRMtate 1312 C h=water Whg6SWe 1312 DEVELOPME 4TORDER.doc M.B.A John O. AgwunobL Mme., NZ59) Jeb Bush Governor Secret?uy PINELLAS COUNTY HEALTH DEPARTMENT October 30, 2003 _ Bud 'Reichel, Project Manager Clearwater Village, L.C. 423 Cleveland Street Clearwater, FL 33756 RE: FINAL LETTER OF CLEARANCE FOR CLEARWATER VILLAGE PHASE 1 - -- -Permit Number: 0 fA-!L1D-DSG1' City of Clearwater Public Water System Dear Mr. Reichei: Please be advised that on October 29, 2003, we received a °Certiication of Construction Completion and Request for Clearance to Place Permitted PWS Components Into Operation" duly executed by Kenneth H. Roush, P:E., Northside Engineering Services, Inc.. We recognize that DEP Form 62-555.900(9) was fully executed and presented to the department in full compliance with Permit Number 0125966-133-DSGP documents issued, effective January 17, 2002. The bacteriological sampling completed representing the newly constructed water mains, produced SATISFACTORY results as an ABSENCE of colifiorms were detected. The portion of this project hereby granted Department clearance and approvals for placement into service, is the total project as permitted, subject to any field revisions as provided via the Professional Engineers Certification and "As-Built" plans submitted. Based upon Department review of these documents, we find general compliance with the requirements of F.A.C. Chapter 62-555.540(2) and therefore this notice shall serve as official final clearance to place the water mains serving this project into service. Thank you for your cooperation. ORIGINAL Sincerely, RECENER _IAN 2 61007 PLANNING DEPARTMENT Pedro Vargas-P da, Engineer III CITY OF CLEARWATER Environme Engineering Division Pinellas aunty Health Department cc: Kenneth H. Roush, P.E., Northside Engineering Services, Inc. Michael D. Quillen, P.E., City of Clearwater Utilities Steve Soltau, Water Superintendent Tel: (727) 538-7277 Environmental Engineering Fax (727) 538-7293 4175 East Bay Drive, Suite 300, Crearw2ter, FL 33764 0 0 Department of Environmental Protection Jeb Bush Governor Michael Quillen, P.E. City Engineer City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 Dear Mr. Quillen: Southwest District 3804 Coconut Palm Drive David B. Struhs Tampa, Florida 33619 Secretary November 25, 2003 Re: Clearwater Village, Phase I FDEP Permit No. CS52-0032571-027 City of Clearwater Marshall Street WWTF Pinellas County This acknowledges receipt on November 13, 2003 of a request for letter of release [DEP Form 62-604.300(7)(b)], with supportive documentation, to place the domestic wastewater collection/transmission system into service. This project was approved for construction under the permit application number referenced above, issued February 25, 2003. Your engineer of record certified that the subject facility.has been completed to the full extent of the approved plans and specifications, with no. substantial deviations. Based solely on the certification by the professional engineer of record [Page 2 of 3 and Section B], we are issuing this letter of release to place into service the domestic wastewater collection/ transmission system for the subject facility. You must comply with any changes in applicable laws and regulations that affect operating procedures and/or quality standards, and be aware of and operate under they general conditions included in your permit. General permit conditions are binding upon the permittee and enforceable. pursuant to Chapter.403 of the Florida Statutes. Should you have any questions, please contact the undersigned at (813) 744-6100, Ext. 304, or write to the above address. Sincerely, ORIGINAL RECEIVED JAN .2 6 2007 Mike.Lukowich PLANNING DEPARTMENI .-Permitting Engineer CITY OF CLEARWATER Domestic Wastewater Section cc: Kenneth H. Roush, P.E., Northside Engineering Services, Inc. "More Protection, Less Process" Printed on recycled poper. ,it CITY OF CLEARWATER PLANNING DEPARTMENT Parr OmcF Box 4748, CLEARw.-?TFR, Fioruoa 33758-4748 !1'1 mizinu SEmcEs BuiLDI\'G, 100 S<xirx MYRTLE AVENUF, CLEARWATER, FLORIDA 33756 i.oNC RicVGE P Trixmo.xE (727) 562-4567 FAx (727) 562-4576 ?..?lv?r?tc DrvrtoPVtENT REVIEW ORIGINAL. July 20, 2005 RECENED Mr. Kenneth H. Roush, P.E. JAN 2 6 2007 E & L Support Services, Inc. 521 Chestnut Street PLANNING DEPARTMENT Clearwater, FL 33755 CITY OF CLEARWATER RE: Development Order - FLS2004-12083 / PLT2005-00001 - 1370 State Street Dear Mr. Roush: This letter constitutes a Development Order pursuant to Section 4-202.E. of the Community Development Code. On May 5, 2005, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to amend a previously approved Flexible Standard development application (FLS2002- 08062) to permit five (5) attached dwellings in the Medium Density Residential (MDR) zoning district, per Section 2-303.A. and Preliminary Plat approval for five (5) residential lots, under the provisions of Section 4- 702. The DRC recommended approval of the application as amended by Staff with the following bases and conditions: Bases for Approval: 1. Staff finds the proposal compliant with the Flexible Standard Development criteria as per Section 2- 303.A-1-3; 2. Staff finds the proposal compliant with the standards of the General Applicability Criteria as per Section 3- 913. 1 through 6; and 3. Staff finds the proposal compliant with the requirements for a preliminary plat under the provisions of Section 4-702. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to (or as modified by) Staff; 2. That a Transportation Impact Fee be paid, prior to the issuance of a Certificate of Occupancy; 3. That all signage meet the requirements of Code and be limited to attached signs on the canopies or attached directly to the building and be architecturally-integrated with the design of the building with regard to proportion, color, material and finish as part of a final sign package submitted to and approved by Staff prior to the issuance of any permits which includes: a) All signs fully dimensioned and coordinated in terms of including the same color and font style and size; and b) All signs be constructed of the highest quality materials which are coordinated with the colors, materials and architectural style of the building; 4. That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground and installation of conduit(s) along the entire length of the site's street frontage be completed prior to the issuance of the first certificate of occupancy; $x!<LV J. Au^!csr, AA -ort FXANK F IIBB.NR!), Vl(-,r ;'+tAYpR i ION7 i L•LdILTON. Cwt; ?:?:n u_R BILL Jrriso.%. Ctn.'Nc:ruIBITIrR CARLE`d A Pn l:??!_ , C,i31 w%vu-mr xir.R "EQUAL ExtPLON2iE.-\,! A\DAFFIRMAlivEAc-nOY Eb4PLOITK" 5. That Open Space, Recreation Land and Recreation Facility impact fees be satisfied prior to the issuance of building permits or final plat, whichever occurs first; 6. That the fence details be submitted prior to issuance of a building permit; 7. That black barrels and recycling containers be brought to the road by the residents, 8. That access to any gated area be provided to the Solid Waste Department and gated entries require Knox entry system per Pinellas County Ordinance 98-4; and 9. That evidence of recording of the final plat is provided prior to issuance of a building permit. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above nine (9) conditions. The approval is based upon and must adhere to the application dated received May 31, 2005 and the revised site plan dated received May 31 and June 28. 2005. Pursuant to Section 4303, an application for a building permit shall be made within one (1) year of Flexible Standard Development approval (by July 20, 2006), as applicable. All required certificates of occupancy shall be obtained within one (1) year of the date of issuance of the building permit. ?lease be advised that time frames do not change with successive owners. An extension of time may be granted by the Conurrun;ty Development Coordinator for a period not to exceed one (1) year and only within the original period of validity. 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. Should you have any questions, please do not hesitate to contact Robert G. TeM Planner III, at (727) 562-4539 or via e-mail at robert.tefftQmyciear%vater.com. Sincerely, Michael De CP Planning Director ORIGINAL RECEIVED .AN N 2 6 2007 PLANNING DEPARTMENT CITY OF CLEARWATER vs` fi 2379•Broau.--,ueet -BrooksviII6' Flonda34604-6899 ".° est OU i. a, s ^ ;! (352) 796=7211 or 1-800-423-1476 (FL only) Waterl?lanagement District o psi SUNCOM 628-4150 TDD only 1800-231=6103 (FL.only) On the Intemet aL- WaterMatters.o M Equal Tampa Service Office Bartow Service Office Sarasota Service Office. Lecanto Service office d° 7601 Highway 301 North 170 Century Boulevard 6750 Fruitville Road .. _, 3660 West Sovereign Path: Tampa, Florida 33637-6759 Bartow, Florida. 33830-7700. Sarasota, Florida 34240.9711. Suite 226 (813) 9857481 or (863) 534-1448 or (941) 377-3722 or Lecanto, Florida 34461.8070 1-800-836-0797 (FL only) 1-800492-7852 (FL only) 1-800-320-3503 (FL only) (352) 527.8131 SUNCOM 578.2070 SUNCOM 572-6200 SUNCOM 531-6900 SUNCOM 667-3271 Ronnie E. Duncan March 4, 2002. Chair, Pinellas Thomas Q. Dabney, It vice chair, Sarasota (do Fischler Janet D. Kovach Clearwater Village, LC Secretary, Hillsborough 423 Cleveland Street Watson. L. Haynes, H. Clearwater FL 33756 - Treasurer, Pinellas , Edward W. Chance Manatee Subject: Notice .of Final Agency Action for ApproVal Monroe ",H" Coogter ERP Standard General Construction. Citrus Permit No: 44022809.000 Maggie H. Dominguez Project Name: Clearwater Village Hillsborough County: Pinellas Pamela L Highlands Sec/Twp/Rge: 3/29S/15E Ronald C. Johnson Polk Dear Mr. Fischler. HeuB B. McCree Hillsborough . This letter constitutes notice of Final Agency Action for approval of the permit application John B. Rw*e, Iii referenced above. Final approval is contingent upon no objection to the District's action being Pasco received by the District within the time frames described below. E. D. "Sonny" verges You or any person whose substantial interests are affected by the District's action regarding Executive Director a permit may request an administrative hearing, in accordance with Sections 120.569 and sane A. Heaft Assistant Executive Director 120.57,.F.S., and:Chapter28-106, Florida Administrative Code (F.A.C.) of the Uniform Rules William S. Bileaky of Procedure. A request for hearing must: (1) explain how the substantial interests of each General Counsel person requesting the hearing will be affected by the District's action, or proposed action, (2) state aff material facts disputed by the person requesting the hearing or state that there are -no disputed facts, and (3) otherwise comply with Chapter 28-106, F.A.C. Copies of Sections 28-106.201: and 28-106.301; F.A.C. are enclosed for your reference. A- request for hearing must be filed with (received by) the Agency Cleric of the District at the District's Brooksville address within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on which this notice is deposited in the United States mail. Failure to file a request for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's action in this matter is not available prior to the filing of a request for hearing. Enclosed is a "Noticing Packet" that provides information regarding the District Rule 40D-1.1010, F.A.C., which addresses the notification of persons whose substantial interests may be affected by the District's action in this matter. The packet contains guidelines on how to provide notice of the District's action, anda notice that you may use. The enclosed approved construction plans are part of the permit, and co must be in accordance with these plans. - RECEIVED NOV. 2 9 2005 NNIN6 T Ptp, WA ER CITY O C Protecting Your Water Resources - Clearwater Village, LC Page .2 March 4, 2002 If you have questions conceming the permit, please contact Robin L. McGill, P.E., at the Tampa Service Office, extension 2072. For assistance with environmental concerns, please contact Patricia A. Frantz, extension 2054. - - Sincerely, Alba E. Ws, P.E., Director Tampa Regulation Department AEM:srb Enclosures: Approved Permit w/Conditions Attached Approved Construction Drawings Statement of Completion Notice of Authorization to Commence Construction _ Noticing. Packet (42.00-039) Sections 2&106.201-and 28.106.301, F.A.C. cc/enc: File of Record 44022809.000 USACOE Gary A. Boucher, P.E., Northside Engineering Services, Incorporated SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE STANDARD GENERAL CONSTRUCTION. PERMIT NO. 44022809.000 ...; .. EXPIRATION.DATE:.March:4 2007 PERMIT ISSUE.DATE::March 4,2602-. This permit issued "under the provisions of Chapter 3'73, Florida Statutes (F.S.), and Florida Administrative Code (FAC.), Rule 4OD-40, authorizes the Permittee to perform the work outlined herein and shown by the application; approved drawing(s), plans, and other documents; attached hereto and kept on file at the Southwest FloridaWater Management District (District): All construction, operation and maintenance of the surface water management System authorized by this pe?mitshall occur in compliance with Florida Statutes and Administrative Code and the conditions of this: permit. PROJECT NAME: Clearwater Village GRANTED TO: Clearwater Village, LC .423 Cleveland Street Clearwater, FL 33756 ABSTRACT: This permit. authorization is for the construction of 18 single-familydetached dwellings, paved roadway, infrastructure, landscaping and surface water management system. `A wet detention pond is : proposed to provide water 'quality treatment and attenuation of'the 25-year, 24-hour 'storm event.. The project will, impact 100-year floodplain volume associated with Stevenson Creek: Volume for volume compensation will`tie provided in the designated'compensation area. Operation an&Maintenance of the surface water management system will eventually be the responsibility of`the Clearwater Village Phase I Homeowner's Association, Incorporated. OP. & MAINT. ENTITY:.Clearwater Village, LC PROPERTY LOCATION: Pinellas County SECrrWP/RGE: 3129S/15E TOTAL ACRES OWNED OR UNDER CONTROL: 12.34 PROJECT SIZE: .5.40 Acres NOV 2 9 2006 I. Water Quantity/Quality Wet Detention Pond 0.31 Wet Detention TOTAL 0.31 Mixing Zone required: YES () NO (X) Variance required: YES.() NO (X) If. 100-Year Floodplain Encroachment Compensation, Compensation Encroachment (Acre-Feet of Fill) (Acre-Feet of Type Result (Feet) Excavation) 1.00 1.02 EE N/A EE = Equivalent Excavation to offset project filling per Section 4.4. of the District's Basis of Review; Ill. Environmental Considerations There are no wetlands within the project area, but there are wetlands adjacent to the project. The project boundaries in the northwest and the southeast are the wetland boundaries. Watershed name: Upper Coastal Drainage A.regulatory conservation easement is not required. A. proprietary conservation easement is not required. SPECIFIC CONDITIONS 1. If the ownership of the project area covered by the subject permit is divided, with someone other than the Perrnittee becoming the owner of part of the project area, this permit shall terminate, pursuant to Section 4013-1.6106, F.A.C. In such situations, each land owner shall obtain a permit (which may be a modification of this permit) for the land owned by that person. This condition shall not apply to the division and sale of lots or units in residential subdivisions or condominiums. 2. The discharges from this system shall meet state water quality standards as set forth in Chapter 62-302 and Section 62-4.242, F.A.C., for class waters equivalent to the receiving waters. ORIGINAL RECEIVED ? "?V 2 9 2006 PLANNING DEPARTMENT ER CITY OF CLEARWAT ORIGINAL RECEIVED C is NOV 29 2@06: Permit No. 44022809.000 ?IANNINGDEPgRTMENi r _n y OF Gi_FAR`N/#TEi? Project Name: Clearwater Village Page ::3 3. Unless specified otherwise herein, two copies of all information and reports required by this permit shall be submitted to: Tampa Regulation Department Southwest Florida Water Management District 7601 U.S. -Highway 301 North Tampa, FL 33637-6759 The `permit number; title of report or information and event- (for recumng report or information submittal shall be identified on all information and reports submitted, 4. _ The Permittee shall. retain the design engineer, or other professional engineer registered in Florida, to conduct oh-site observations of construction and assist with the as-built certification requirements of this project. The Permittee shall inform the District in writing of the name, address and phone -number of the professional engineer 80 employed. This information shall be submitted prior to construction. 5. Within 30 days after completion of construction of the permitted activity,. the Permittee shall submit to.the Tampa Service Office a written staternent of completion and certification by 'a registered professional engineer or other appropriate individual as authorized by law, utilizing the required Statement of Completion and Request for Transfer to Operation Entity form identified in Chapter 40D-1, F.A.C., and signed, dated, and sealed as=built drawings. The as=builtdrawings shall identify any deviations from the approved construction drawings. 6. .The District reserves the right; upon`prior notrceao the Pernittee, to conduct`on-site research to assess the pollutant removal efficiency of the surface water management system. The Permittee may be required to coopefate in this regard by allowing on-site access by.District representatives; by aliowingthe installation and operation of testing and monitoring equipment, and by allowing other assistance measures as needed on site. 7. The operation and maintenance entity shall submit inspection reports in the form required by the District, in accordance with the following schedule. For systems utilizing retention or wet detention, the inspections shall be performed two (2) years after operation is authorized and every two (2) years thereafter. 8. The removalof littoral shelf vegetation (Including cattails) from wet detention ponds is prohibited unless otherwise approved by the District. Removal includes dredging; the application of herbicide, cutting, and the introduction of grass carp. Any questions regarding authorized activities within the wet detention ponds shall be addressed to the Districts Surface Water Regulation Manager, Tampa Service Office. 9. Wetland buffers shall remain in an undisturbed condition except for approved drainage facility construction/maintenance. 10. The following boundaries, as shown on the approved construction drawings, shall be clearly delineated onAhe site prior to initial clearing or grading activities: - } Permit No. 44022809:000 Project Name: Clearwater Village Page 4 -11. Wetland boundaries as shown on the approved construction drawings shall be binding upon the Permittee and the District. 12. The following language shall be included as part of the deed restrictions for each lot: "No owner of property within the subdivision may construct or maintain any building, residence, or structure, or undertake or perform any activity in the wetlands, wetland mitigation area(s), buffer area(s), upland conservation area(s) and drainage easement(s) described in the approved permit and recorded plat of the subdivision, unless prior approval is received from the Southwest Florida Water Management District Tampa Regulation Department." 13. Rights-of-way and easement locations necessary to construct, operate and maintain all facilities, which constitute the permitted surface water management system, shall be shown on the final plat recorded in the County Public Records. Documentation of this plat recording shall be submitted to the District with the Statement of Completion and Request for Transfer to Operation Entity Form, and prior to beneficial occupancy or use of the site. The plat shall include the locations and limits of the following: (X) all wetlands pq wetland buffers () upland preservation easements. {) upland buffers for water quality treatment O 100-yr floodplain area(s) O floodplain compensation area(s) 14. Copies of the following documents in final form, as appropriate for the project, shall be submitted to the Tampa Service Office: a.. homeowners,-property owners, master association or condominium association articles of :incorporation, and, b. declaration of protective covenants, deed restrictions or declaration of condominium The Permittee shall submit these documents prior to any lot or unit sales within the project served by the surface water management system, or upon completion of construction of the surface water .management system, whichever occurs first. 15. Refer to GENERAL CONDITION No. 15 herein. GENERAL CONDITIONS 1. The general conditions attached hereto as Exhibit "A" are hereby incorporated into this permit by reference and the Permittee shall comply with them. Authorized Signature ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER i KARLEE11 F. DE DLAKER, CLERK OF COORI ! ' • PINELLAS COU;4TY, FLORIDA 00- 168520 JUN- 772000 . 2 :57PM ----------------------------` ---`- ----- P INELLfiS CO 13K 10937 PG 65 1,42007391 0(47:-"000 14:57:39 PAii 11111111111111111111111111111111111111111111111111 51 DED-DINGUS 0000000000 Iq: bK: SF'G: EPG: RECORDING 00:, PAGES 1 $15.00 DOC STAMP - DR219 3 $.1,.125.00 TOTAL: l.1, 7140.00 F' CFIECK ANT.TENDERED: $3,340.00 c? CHANGE: 3.00 DEPUTY CLERK ' ` .. WA ANT'Y DEED THIS INDENTURE, made and executed this 25day of May, 2000, by FRANCES M. K 6A;_ DINGUS,astoanundivided 80%interestandPAULADINGUSPAXTON,astoanundivided Ad l i ___ 20% interest, hereinafter called the grantors, to CLEARS RWATER VILLAGE, LC, a Florida limited liability company; whose post office address is 1968 Bayshore Boulevard, Dunedin, Florida 34698, hereinafter called the grantee: (Wherever used herein the terms "grantor" and "grantee" include all the panics to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) WITNESSETH: That said grantor, for and in consideration of the sum of Ten and no/100 ($10.00) Dollars, and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, rerrtises, releases, conveys and confirms unto the said Grantee all that certain land situate in PINFI.LAS County, Florida, to-wit: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF SUBJECT TO EASEMENTS, COVENANTS, RESTRICTIONS, RESERVATIONS OF RECORD, AND TAXES FOR THE YEAR 2000 AND ALL SUBSEQUENT YEARS. THE PROPERTY DESCRIBED HEREIN IS NOT NOW NOR EVER RAS BEEN THE HOMESTEAD PROPERTY OF THE GRANTORS TOGETHER with all the tenements, hereditament and appurtenances thereto belonging or in any wisc appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. Said grantors hereby covenant with said grantee that the grantors are lawfully seized of said land in fee simple: that the grantors have good right and lawful authority to sell and convey said land, and hereby warrant the title to said land and will defend same against the claims of all persons whomsoever. IN WITNESS A94EREOF, Grantor has caused these presents to be executed in their names the PREPARED BY AND RETURN TO: ORIGINAL i KIMPTON, BURKE, WHITE AND HEIDEN, P.A. RECEIVED V 28059 U.& HIGHWAY 19 NORTH, SUITE 100 CLEARWATER, FLORIDA 33761 NOV 2 9 2006 PLANNING DEPARTMEN CITY OF CLEARWATEP • PINELLAS COUNTY FLA, • OFF.REC,SK 10937 PG 66 day and year first above written. 1 l Leeona Monetz Jenna M. Smith Win6ton Patton STATE OF COUNTY OF RANGES M. D US 4 L-. AULA DINGUS AXTON BE IT KNOWN, that on this fday of May, 2000, before me, a Notary Public, in and for the Stage ofFlorida, duly commissioned and sworn, personally appeared FRANCES A*L DINGUS, as to an undivided 80% interest, (+-who is personalty lotown to me, or () who has produced his drivel's license as identification, and wbo executed the document herein described to be his free act and deed, and who () did ('did not take an oath. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my seal of office the day and year last above written. M. Smx-th Notary Public Serial Number: 4,ypr j?o ANNA M. SMITH w NOTANY o My Comm Exp. 10121/2WI vueuC No. CC 726827 STATE OF FLORIDA COUNTY OF PINELLAS rv(r--wa K- 1 100- 1.a BE IT KNOWN, that on this ls day ofMay, 2000, before me, a Notary Public, in and for the State of Florida, duly commissioned and sworn, personally appeared PAULA DINGUS PAXTON, as to an undivided 20% interest, (-)who is personally (mown to me, or () who has produced his driver's license as identification, and who executed the document herein described to be his free act and deed, and who ( ) did (a did not take an oath. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my seal of office the day and year last above written. W,. n s.to n Pattoyr/ NotaryPublic Serial Number: 0,-_ Bi,Yo i Winstm ?ad= .Commisetoo # CC 113906 Expires Mar, 1,2003 Bonded Tbrn Atlantlo Bonding Ca, loc ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER I • PINELLFS COUNTY FLR, OFF.REC,SK 10937 PG 67 LEGAL DESCRIPTION LOTS 3 THROUGH 10, BLOCK "L", LOTS 1 THROUGH 24, BLOCK "M" LOT 19 AND 20, BLOCK "0", LOTS 3 AND 5, BLOCK "P", AND LOTS 1 THROUGH 6, BLOCK "O", BROOKLAWN, ACCORDING TO THE MAP AND PLAT THEREOF AS RECORDED IN PLAT BOOK 13, PAGE 59, PUBLIC RECORDS OF PINELLAS `COUNTY, FLORIDA. AND ALSO LOT 10, LESS AND EXCEPT THE EAST SM FEET OF THE SOUTH 71.0 FEET OF SAID LOT 10, AND ALSO LESS AND EXCEPT THE EAST 130.0 FEET OF THE WEST 150.0 FEET OF THE SOUTH 90,0 FEET OF THE SAID LOT 10, E. A. MARSHALL SUBDIVISION, ACCORDING TO THE MAP - OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 44, PUBLIC RECORDS OF PUMI AS COUNTY, FLORIDA. ORIGINAL RECEIVED NOV 2 9 2066 PLANNING DEPARTMENT CITY OF CLEARWATER 5 LONG RANGE PLANNING DEVELOPMENT REVIEW December 24, 2002 .. Mr. Kenneth H. Roush CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748, CmRwATER, FLoRwA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARwATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4576 ORIGINAL RECEIVED NOV 2 9 2006 Norrhside Engineering Services, Lnc. PLANNING DEPARTMENT 601 South Cleveland Street, Suite 930 CITY OF CLEARWATER Clearwater, FL 33755 RE: Development Order regarding case FLS2002-08062 and PLT2002-11006 at 1312 State Street Dear Mr. Roush: This letter constitutes a Development Order pursuant to Section 4-202.E of the Community Development Code. On September 12, 2002, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development to permit attached dwellings within the Medium Density Residential District under the provisions of Section 2-303, and preliminary plat under the provisions of Section 4-703. The proposal includes a mixed-use development with 26 attached/detached dwellings. The DRC recommended approval of the applications with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria per Section 2-303. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area. Conditions of Approval: 1. That Open Space, Recreation Land and Recreation Facility impact fees be satisfied prior to the issuance of building permits or final plat, whichever occurs first; 2. That Transportation Impact Fees to be paid, prior to issuance of a Certificate of Occupancy Permit; 3. That a revised landscape plan be submitted within 90 days from the date of fast building permit (for a building), to the satisfaction of staff; 4. That the fence details be submitted prior to issuance of a building permit; 5. That black barrels and recycling containers be brought to the road by the residents, 6. That access to any gated area be provided to the Solid Waste Department and gated entries require Knox entry system per Pinellas County Ordinance 98-4; and 7. That evidence of recording of the-final plat be provided, prior to issuance of a building permit. BRIAN J. AUNGST, MAYOR-COMMISSIONER ED HART, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER HOYT HAMILTON, COMMISSIONER BILL JONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" ? • • December 24, 2002 Roush - Page 2 I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development. The approval is based on and must adhere to the site plan dated received August 22, 2002 and the preliminary plat dated received November 13, 2002. Pursuant to Section 4-303, an application. for a building permit shall be made within one year of Flexible Development approval (December 24, 2003). 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. In addition, please be aware that an appeal of a Level One approval (Flexible Standard Development) may be initiated pursuant to Section 4-502.A by an applicant or property owners within the required notice area and who presented competent substantial evidence in the Level One review within seven days of the date the Development Order is issued. A copy of the Development Order is being sent to the surrounding property owners. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case will expire on December 31, 2002. If you have any questions, please do not hesitate to call Mark T. Parry, Planner, at 727.562.4558. You can access zoning for parcels within the City through our website: www.clearwater-fl.com. * Make Us Your Favorite! Sincerely yours, Cynthia H. Tarapani, AICP Planning Director ORIGINAL RECEIVED CC: Bernard Reichel, Jr. Clearwater Village LC Nov 2 9 2PO6 Surrounding Property Owners 91ANNING DEPARTMENT C11Y OF CLEARWATER SAPlanning Department\C D B\Standard ReAPending Cases\2 - Reviewed and Pending\09-12-02 DRMtate 1312 Clearwater Village\State 1312 DEVELOPMENT ORDER.doc C7 E & L SUPPORT SERVICES. INC. 521 Chestnut Street Clearwater FL 33756 Phone 727/466-6772 Fax November 29, 2006 City of Clearwater Planning & Development Services 100 South Myrtle Avenue Clearwater FL 33756 • Reference: CLEARWATER VILLAGE PHASE ONE A 1370 State Street FLS2004-12083/P LT2005-00001 Subject: Flexible Standard Development Application To be review under approved: D.O. FLS2004-12083/PLT2005-00001 Dated May 5, 2005 (Clearwater Village Phase One A) D.O. FLS2002-08062/PLT2002-11006 Dated Sept. 12, 2002 (Clearwater Village Phase One) Gentlemen: Enclosed with this letter are the following: 15 Each Flexible Standard Development Application (1 Original com ORIGINAL RECEIVED NOV 2 9 2006 PLANNING DEPARTMENT CITY OF CLEARWATER +14 Copies), 15 Each Clearwater Village Phase One A D.O. (FLS2004-12083 May 5, 2005), 15 Each Clearwater Village Phase One D.O. (FLS2002-08062 Sep 12, 2002), 15 Each SWFWMD Permit, 15 Each Ownership Documents, 15 Each Reduced Size Site/Civil Plan (8-1/2" x 11" - 1 color + 14 copies), 15 Each Reduced Size Landscape Plan (8-1/2" x 11" - 1 color + 14 copies), 15 Each Building Elevations (8-1/2" x 11"), 15 Each Color Photo of existing overall color palette. 15 Each Lighting Plan and Fixtures 15 Each Survey, 15 Sets Site/Civil Plan (Sheets C1.1A, C1.2A, C2.1A, C3.1A, C4.1A, C5.1A, C6.1A. & L1.1A. Issue Date 11/01/06), 15 Each Approved Preliminary Plat, 1 Each $475 Check. Application for Plat Approval, Consent to Plat and $600 were included on December 22, 2004 submittal. No changes to the plat are anticipated at this time. Drainage and Flood Mitigation for Phase One A was included as part of the original Phase One permit, submitted and approved (by City and SWFWMD Permit 44022809.000). We look forward to your review and comments at the next Development Review Committee meeting. KHR:az IN 9 0 LONG RANGE PLANNING DEVELOPMENT REVmF\v July 20, 2005 Mr. Kenneth H. Roush, P.E. E & L Support Services, Inc. 521 Chestnut Street Clearwater, FL 33755 RE: Development Order - FLS2004-12083 / PLT2005-00001 -1370 State Street Dear Mr. Roush: ORIGINAL RECEIVED NOV 2 9 2[06 PLANNING DEPARTMENT CITY OF CLEARWATER This letter constitutes a Development Order pursuant to Section 4-202.E. of the Community Development Code. On May 5, 2005, the Development Review Committee (DRC) reviewed your application for Flexible Standard Development approval to amend a previously approved Flexible Standard development application (FLS2002- 08062) to permit five (5) attached dwellings in the Medium Density Residential (MDR) zoning district, per Section 2-303.A. and Preliminary Plat approval for five (5) residential lots, under the provisions of Section 4- 702. The DRC recommended approval of the application as amended by Staff with the following bases and conditions: Bases for Approval: 1. Staff finds the proposal compliant with the Flexible Standard Development criteria as per Section 2- 303.A.1-3; 2. Staff finds the proposal compliant with the standards of the General Applicability Criteria as per Section 3- 913. 1 through 6; and 3. Staff finds the proposal compliant with the requirements for a preliminary plat under the provisions of Section 4-702. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to (or as modified by) Staff, 2. That a Transportation Impact Fee be paid, prior to the issuance of a Certificate of Occupancy; 3. That all signage meet the requirements of Code and be limited to attached signs on the canopies or attached directly to the building and be architecturally-integrated with the design of the building with regard to proportion, color, material and finish as part of a final sign package submitted to and approved by Staff prior to the issuance of any permits which includes: a) All signs fully dimensioned and coordinated in terms of including the same color and font style and size; and b) All signs be constructed of the highest quality materials which are coordinated with the colors, materials and architectural style of the building; 4. That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground and installation of conduit(s) along the entire length of the site's street frontage be completed prior to the issuance of the first certificate of occupancy; Bta:w j. AL NGS"r, MAYOR C I TY.0 F C LEA RWAT E R PLANNING DEPARTMENT Pos-r OFFICE BOX 4748, CLFARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICEs BUILDING, 100 SOUTH Mrmnx.. AVENUE, CI.FARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 Fix (727) 562-4576 FRANK i 111M\10). VICT MANOR I [ON7 IIAMIL ON, C1-L:.NCIL?(E?1i1-h Bat, hNS0.N, C01.'xC11A1FMI1rR CARLE.N A. PE-1ITSEN, Cot ,\c u.Nw\ +rc; "EQt At. EMPLONAIFNT:?xn A-TIRnIATivF. ACTION EMPLOYER" ,. 9 # 5. That Open Space, Recreation Land and Recreation Facility impact fees be satisfied prior to the issuance of building permits or final plat, whichever occurs first; 6. That the fence details be submitted prior to issuance of a building permit; 7. That black barrels and recycling containers be brought to the road by the residents, 8. That access to any gated area be provided to the Solid Waste Department and gated entries require Knox entry system per Pinellas County Ordinance 98-4; and 9. That evidence of recording of the final plat is provided prior to issuance of a building permit. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with above nine (9) conditions. The approval is based upon and must adhere to the application dated received May 31, 2005 and the revised site plan dated received May 31 and June 28, 2005. Pursuant to Section 4-303, an application for a building pen-nit shall be made within one (1) year of Flexible Standard Development approval (by July 20, 2006), as applicable. All required certificates of occupancy shall be obtained within one (1) year of the date of issuance of the building permit. Please be advised that time frames do not change with successive owners. An extension of time may be granted by the Community Development Coordinator for a period not to exceed one (1) year and only within the original period of validity. 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. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Planner III, at (727) 562-4539 or via e-mail at robert.tefft@myclearwater.com. Sincerely, Michael Del ICP Planning Director ORIGINAL RECEIVED NOV 2 9 2V06 PLANNING DEPARTMENT CITY OF CLEARWATER 4 dp 01 . 0 FLS2006-11070 1370 STATE ST CL PLANNER OF RECORD: ATLAS # 251B ZONING: MDR LAND USE: RLM RECEIVED: 11/29/2006 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC:,? CDB: ORIGINAL RECEIVED NOV 29 2006 PLANNING DEPARTMENT CITY OF CLEARWATER EA CLW CoverSheet i • Molter, Molly From: Molter, Molly Sent: Tuesday, March 04, 2008 8:46 AM To: 'kencrete@aol.com' Subject: comments for FLS2006-11070 Dear Mr. Roush, Attached are comments for FLS2006-11070 that will be discussed at the DRC meeting on Thursday, March 6, 2008, at 9:00 am. Please call or email me if you have any questions prior to the meeting. Thank you dre action agenda 1.1.pdf Molly Molter, Planner I City of Clearwater Planning Department Phone: (727) 562-4567 x 2563 Fax: (727) 562-4865 Email: molly.molter@myclearwater.com i i Clearwater Printed: 3/4/2008 Times are subject to change U DRAFT ACTION AGENDA DEVELOPMENT REVIEW COMMITTEE Thursday, March 6, 2008 8:30 a.m. STAFF REVIEW 9.00 am Case Number: FLS2006-11070 -- 1370 STATE ST Owner(s): Clearwater Village Lc 423 Cleveland St Clearwater, Fl 33755 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Kenneth H Roush 521 Chestnut St Clearwater, Fl 33756 TELEPHONE: 727-466-6772, FAX: 727-466-6882, E-MAIL: No Email Location: 0.56 acres located at the intersection of State Street and Freedom Drive Atlas Page: 251 B Zoning District: MDR, Medium Density Residential Request: Flexible Standard Development approval for five Attached Dwellings (townhomes) with an increase in building height from 27 feet to 40 feet for lot 27 within the Medium Density Residential District under provisions of Section 2-203.A Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood No Registered Assocation Association(s): TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: Molly Molter, Planner I Attendees Included: DRC 1/4/07: Ken Roush, Rose Rosago, Neil Thompson, Stephen Doherty, Scott Rice, James Keller, and Steven Everitt DRC 3/6/08:Ken Roush, Rose Rosago, Neil Thompson, Stephen Doherty, Scott Rice, James Keller and Molly Molter The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, March 6, 2008 - Page 1 DRC Aoi.n Agenda 1.1 0 0 I . Prior to the issuance of a Building Permit: 1. Proposed development will not be addressed from State Street. Correct to have address(s) along Freedom Drive. 2. Applicant shall provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: I . No issues. Fire: I . No Issues Harbor Master: I . No Issues Legal: I . No Issues Land Resources: I . No Issues. Landscaping: I . No Issues Parks and Recreation: No Comments Stormwater: I . The following shall be addressed prior to Development Order. 1. Provide a copy of the approved Grading Plan. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Solid Waste: I . No Issues Traffic Engineering: I . No Issues Planning: 1 . Question: Why is this request for an increase in building height for only lot 27? Is it envisioned that future requests will be submitted to increase the building heights for other attached dwellings in the Clearwater Village? Please also include the answer to this question in the flexibility criteria narrative. Other: No Comments Notes: Development Review Agenda - Thursday, March 6, 2008 - Page 2 DRC Action Agenda 1.1 0 0 LL. 0 earwater February 27, 2008 CITYOFCLEARWATER PLANNINGDEPARTMENT MUNICIPAL SERVICES BUILDING 0 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W. MY C LE AR W ATER. C O M Kenneth H. Roush 521 Chestnut St. Clearwater, FT, 33756 RE: FLS2006-11070 - STATE 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: FLS2006-11070. 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 March 06, 2008, 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. The Planning Department's Administrative Analyst will contact you 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 562-4567xt2563 or Molly.Molter@myclearwater.com. Sincerely Yours, -?7" Awt&-, Molly Molter Planner I Letter of Completeness - FLS2006-11070-1370 State St. 0 4k, 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 7983 February 20, 2007 Mr. Neil Thompson City of Clearwater Building Department 100 South Myrtle Avenue Clearwater, Florida 33756 Reference: CLEARWATER VILLAGE PHASE I - FLS2002-08062 PHASE ONE A FLS2004-12083 + FLS2006-11070 FREEDOM DRIVE EXTENSION BCP2003-036386 1312 State Street Subject: Request to Modify Approved FLS2002-08062 Dear Mr. Thompson: The purpose of this letter is to request an administrative revision to the FLS2002-08062 permit, eliminating part of the scope of the improvements to State Street, from Betty Lane to Freedom Drive, as it was proposed and approved on December 24, 2004. Section 4-406.A. in the current Community Development Code allows a minor revision if it is one which does not result in conflicts in on-site circulation and/or negative impacts with ingress/egress. The current Phase I plans show a turnaround at the south end of Freedom Drive, and a new access from Kings Highway. Clearwater Village is a gated community composed of 31 unique custom designed single family dwellings. The application process was set in two phases. Phase One (26 units - FLS2002-08062) and Phase One A (5 units - FLS2004-12083 + FLS2006-11070). Concurrently with the review process for Phase One we applied for annexation of the southwest corner of the property, which became Phase One A. Finally, we applied for vacation of the State Street ROW fronting the property, and it was approved on January 20, 2006. Clearwater Village is surrounded by vacant land, and soon after construction operations started we noticed night activity violations, like littering to be polite, especially down by Stevensons Creek south of State Street. We proposed to the City to relocate the security gate from Freedom Drive to cross State Street. The proposal was declined. The City wanted a permanent maintenance access to their property along the creek. This became a security issue for the owners and developers of Clearwater Village that could not be ignored. Therefore, we redesigned the access to Kings Hwy (BCP2003-036388) ? M Clearwater Village Phase I Amendment February 20, 2007 Page 2. and proposed under Phase One A to build a concrete wall along the vacated south side of the property, to provide security to the site. We discussed this series of events with Scott Rice on February 9, 2007 and asked for his support in our request to delete the improvements to State Street to the west of the property. He will support the fact that Clearwater Village won't be utilizing State Street as an access and that we could propose a minor revision from what was originally proposed and approved. We agreed to limit the improvements to State Street to a minimum pavement repair and to provide proper signage for a dead end street. These improvements could be permitted with a ROW permit only. Please let us know if you need more information regarding this matter. We ask your approval of this request for a minor revision. Thank you for your help. Since ly, E SUPPORT E U S, INC. enneth H. Roush, P.E. FL License No. 33366 - °7 Cc: Mr. Bud Reichel, Clearwater Village L. C. Mr. D. Scott Rice, P.E. City of Clearwater. Mr. Steven Everitt, City of Clearwater. Kenneth H. Roush, P.E. E & L Support Services, Inc. 521 Chestnut Street Clearwater FL 33756 Mr. Steven Everitt Planning Department City of Clearwater 100 S. Myrtle Avenue Clearwater FL 33756 i FEB 2 3 2?7 i DEVE:LOPWENT SERVE _.. j'Lp CITY OF CLEAR"1"A-'-r-_, ..__ J . 0 E & L SUPPORT SERVICES, I 529 Chestnut Street Clearwater FL 33756 Phone (727) FL Certificate of Authorization 7983 Mr. Steven Everitt City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 j4N 2 6 2001 PL„p,NNIN? CIEA WA ?Rl CItV O Reference: CLEARWATER VILLAGE PHASE ONE A 1370 State Street F LS2004-12083/P LT2005-00001 Subject: Transmittal of Additional Information Dear Mr. Everitt: Thank you for your comments from the January 4th DRC. We revised the drawings based on those comments and decisions discussed at the meeting. Transmitted with this letter are the following: 6 Sets Civil/Site Drawings (Sheets C1.1A, C1.2A, C2.1A, C3.1A, C3.2A, C6.1A (Latest Revision 01/04/07), 6 Each Health Dept. Permit - Final Letter of Clearance 6 Each D.O. Clearwater Village 6 Each D.O. Clearwater Village Phase IA 6 Each Landscape Plan (Sheet 1-1.1 Latest Revision 01/04107). The revisions are discussed below Engineering Conditions: (Steve Doherty) 1. The address designation for this new development will be coordinated with the zoning department to be on Freedom Drive. 2. A copy of the Final Letter of Clearance for the installation of the domestic water main is attached to this submittal. Permit Number: 0125966-110-DSGP. 3. A copy of the letter of release, to place the main sewer line into service is attached to this submittal. We consulted the DEP about the need for a permit for the sewer extension. We were told they do not issue permits for lateral connections, which is the 6"lateral off the main, plus clean outs. 4. We acknowledge that the final plat will be recorded prior to building permit. 5. An Engineering Easement Inspection will be requested prior to installation of patios adjacent to the 15-foot. drainage and utility easement on south side of the property. Fax (727) email kencretecDaol.com January 17, 2067R161M RECEIVED r ORIGINAL RECEIVED Clearwater Village Phase IA January 17, 2007 JAN 2 6 2007 Page 2. PLANNING DEPARTMENT Fire Conditions: (James Keller) CITY OF CL.EARWATER Prior to D. 0. 1. The proposed T-Turnaround at the south side of the property now shows a radius of 30'. 2. As discussed after the DRC meeting, the T-Tumaround will remain 46' in length. 3. The improvements to State Street were previously proposed but not accepted by the city because it could not be worked out to build a gate and turnaround at the vacated end of State Street. None of the city approvals for Clearwater Village or State Street vacation included a T-Tumaround or improvements on State Street. The project has been redesigned based on these approvals. 4. Freedom Drive was designed and approved back in 2002 under the existing codes and regulations. The new construction of the extension of Freedom drive to Kings Hwy is now shown on Sheet C3.2A and has been designed according to the new guidelines and codes. The previously approved T- Turnaround at the north end of Phase 1 is no longer needed or part of the project. The utility poles will be relocated by Progress Energy. 5. The new fire access drive for Phase 1A, with concrete pavers and paver underlayment has been designed per the procedures used in the AASHTO "Interim Guide for Design of Pavement Structures" for local fire equipment (up to 80,000 pounds). Applicable ASTM and FDOT specs are included in the revised paving notes on Sheet C1.2A. The detail is on Sheet C6. IA. Parks and Recreation: (Debbie Reid) Prior to Building Permit: 1. We acknowledge the open space impact fees are due prior to approval of the final plat or issuance of building permit. We've asked the owners to contact Art Kader to calculate the assessment. Stormwater: (Phuong Vo) Prior to Building Permit: 1. It has been agreed after the DRC meeting that we can continue to use the NAVD 1929 datum for this project. 2. The FEMA 100-year flood elevation is now shown on Sheet C4.1A. The FFEs have been established above this elevation. Traffic Eng. Condition: (Bennett Elbo) Prior to Certificate of Occupancy (C.O.): 1. We acknowledge that the current Transportation Impact Fees for this development shall be paid prior to C.O.. A F 0 JAN 2 6 2007 Clearwater Village Phase IA January 17, 2007 Page 3. ORIGINAL RECEIVED 10 PLANNING DEPARTMENT CITY OF CLEARWATER Zoning Condition: (Steven Everitt) 1. The owner has informed us that the status is now active for the cgrporation. We acknowledge that the approved landscaping under this application will need to be maintained by the owners unless approved by staff. This application has specifically requested reduction in the west perimeter bu er from 10 feet to 5 feet, with decorative fence. Six accent trees have been added in the west perimeter landscape buffer. See revised Sheet L1.1. Please review these changes and information, then approve our application for Development Order. Thank you for your attention to this matter. Sincer , Aenneth UPPORT SERV INC. H. Roush, P.E.a?d2-,7 FL License No. 33366 KHR:az FROM FAX NO. :7275624865 *an. 02 2007 04:52PM P1 T?"/ I A 0ft;-- wa er lo? Fax Cover Memo, CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: KENNETH N. ROUSH, P.1 . DATE: 01/02/2006 FAX; 466-6882 TELEPHONE: FROM: STEVEN EVERITT TELEPHONE: (727) 562-4567 x 2563 EMAIL: STEVEN.EVERITT(a7M`S'CLEARWA.TER.COM SUBJECT: FLS2006-11070 1370 STATE STREET MESSAGE: NUMBER. OF SHEETS (INCLUDING THIS PAGE): 3 FROM FAX NO. :7275624865 *Jan. 02 2007 04:52PM P2 77 Conditions Associated With t' f f .sip fF:: r FLS2006-11070 1370 STATE ST Engineering Condition Steve Doherty 562-4773 12/14/2006 Prior to Issuance of a Building Permit: Not Met 1. Proposed development will not be addressed from State Street. Correct to have address(s) along Freedom Drive. 2-Applicant shall provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.l.us/water/drinkirigwater/forms.htm 3. Applicant shall provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension. 4. The plat for Clearwater Village Phase One A shall be recorded. 5. Applicant shall request an Engineering Easement inspection prior to installation of patios adjacent to 15-foot drainage and utility easement on south side of property. 6. Previous plans for the development of Clearwater Village Phase One included upgrading the State Street right-of-way. The Planning Dept. is reviewing the applicants obligations regarding State Street. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shalt be completed by the applicant and at their expense. If underground water mains and hydrants are-to be installed, the Installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review, additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental Condition Scott Rice 562.4781 12/14/2006 No Issues Not Met Fire Condition James Keller 562-4327 x3062 1211912006 T-Tum shows a radius of 28' must be at 30' Acknowledge PRIOR to D.O. Not Met 12119/2006 T-Tum shows 46' in length, new truck is now 57" must extend to most the 57' Acknowledge Not Met PRIOR to D.O. 12/19/2006 State Street is now-becoming a' DEAD-END' at the East end. who is going to construct a T-Turn Not Met for Fire Department Access ? Acknowledge PRIOR to D.O. 12/1912006 Provide a site plan that conforms4o the approval conditions-of SCP2003-03628 In which 26' wide Not.Met roads were required and agreed upon. Also the minimum width required when, Islands are installed to divide the street is 20' on each side of the. Island. This site plan also calls for a T-Turn at the north end. This T-Tum has not been provided to date. Before Fire Dept approval for this permit is granted site work must be completed. This is to include the T-Turn and the removal of the telephone/electrical poles currently running down the center of the street. There has been talk that the T-Turn would not be required because this road was to extend to Kings Hwy. If this is the case provide a revised site plan as a plan amendment. The site work for this development must be completed and should have been completed before occupancy of any of the units was allowed. 12119/2006 Sheet 03.1A shows the 'New Heavy Duty Pavement for Fire Access w/pevers' Must meet rating Not Met of M-40 this would support fire weight of 80,000 lbs. Acknowledge PRIOR to D.O. Lai.nd Resource Condition Rick Albee 727-562-4741 Print Date: 0110212007 CaseConddons Page 1 of 2 FROM FAX NO. :7275624865 FLS2006.11070 1370 STATE ST Land Resource Condition 12115/2006 No issues. Rick Albee 41Jan. 02 2007 04:53PM P3 727-562-4741 Not Met Parks & Recs Condition Debbie Reid 562-4818 12/15/2006 Open space/recreation impact fees are due prior to Issuance of building permit or final plat (if Not Met applicable), whichever occurs first- These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Storm Water Condition Phuong Vo 562-4752 12/1112006 The following to be addressed prior to building permit. Not Met 1. All plans shall be revised to be based on the NAVD88 datum. 2. Verify if the proposed work lies within the 100-year flood plain. If it does, show the 100-year flood plain on the plans and raise the FFE accordingly. Traffic Eng Condition Bennett Elbo 562-4775 12112/2006 General Note(s): Not Met 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Zoning Condition Steven Everitt - 562-0567x2563 01/0212006 THE FLORIDA DEPARTMENT OF STATE, DIVISION OF CORPORATIONS STATES THAT Not Met CLEARWATER VILLAGE, L.C. IN SIN INACTIVE STATUS. PLEASE CLARIFY. 01/0212006 SHEET L1.1A- THE LANDSCAPING APPROVED UNDER THIS APPLICATION WILL NEED TO Not Met BE MAINTAINED UNLESS APPROVED BY STAFF. 01/0212006 WEST PERIMETER BUFFER IS 10' WIDE OR T WIDE WITH DECORATIVE WALL Not Met 01/02/2006 PLEASE PROVIDE SIX ACCENT TREES IN THE WEST LANDSCAPE BUFFER. Not Met CaseConditons Print Date: 01 /02/2007 Page 2 of 2 a ? Clearwater U Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: Alejandra Zamora FAX: 466-6882 FROM: Steven Everitt DATE: 02/22/2007 TELEPHONE: TELEPHONE: (727) 562-4547 EMAIL: steven.everitt@myclearwater.com SUBJECT: FLS2006-11070 1370 State Street MESSAGE: Conditions NUMBER OF SHEETS (INCLUDING THIS PAGE): 4 a`?1LU '1 Conditions Associated With FLS2006-11070 1370 STATE ST T N, -E.. Engineering Condition Steve Doherty 562-4773 12/14/2006 Prior to issuance of a Building Permit: Not Met 1. Proposed development will not be addressed from State Street. Correct to have address(s) along Freedom Drive. ACKNOWLEDGED 2.Applicant shall provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us/water/drinkingwater/forms.htm NEW WATER METERS TO BE ATTACHED TO EXISTING CORPORATION STOPS. 3. Applicant shall provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension. 4. The plat for Clearwater Village Phase One A shall be recorded. ACKNOWLEDGED 5. Applicant shall request an Engineering Easement inspection prior to installation of patios adjacent to 15-foot drainage and utility easement on south side of property. ACKNOWLEDGED 6. Previous plans for the development of Clearwater Village Phase One included upgrading the State Street right-of-way. The Planning Dept. is reviewing the applicants obligations regarding State Street. ACKNOWLEDGED General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental Condition Scott Rice 562-4781 12/14/2006 No Issues Met Fire Condition James Keller 562-4327 x3062 12/19/2006 T-Turn shows a radius of 28' must be at 30' Acknowledge PRIOR to D.O. Met Letter of 1-17-2007 meets the 30' radius, and the revised plan. (JFK) 12/19/2006 T-Turn shows 46' in length, new truck is now 57' must extend to meet the 57' Acknowledge Met PRIOR to D.O. The T-Turn shown on plan will be approved as 46' will be acceptable. (JFK) 01/31/2007 State Street is now becoming a ' DEAD-END' at the East end, who is going to construct a T-Turn Met for Fire Department Access ? Acknowledge PRIOR to D.O. 1/31/2007 Letter of January 17,2007 does not answer the question. Letter #3 States: The improvements to State Street were previously proposed but not accepted bu the city because it could not be worked out to build a gate and turnaround at the vacated end of State Street. None of the city approvals for Clearwater Village of State Street vacation included a T-Turnaround or improvements on State Street. The project has been redesigned based on these approvals.ACKNOWLEDGE PRIOR to D.O. 2/5/2007 Condition met as Kings Hwy meets Freedom Dr, south end of Freedom Drive will have a T-Turn.(JFK) 01/31/2007 Provide a site plan that conforms to the approval conditions of BCP2003-03628 In which 26' wide Met roads were required and agreed upon. Also the minimum width required when islands are installed to divide the street is 20' on each side of the island. This site plan also calls for a T-Turn at the north end. This T-Turn has not been provided to date. Before Fire Dept approval for this Print Date: 02/22/2007 CaseConditons Page 1 of 3 11 e i 0 FLS2006-11070 1370 STATE ST Fire Condition James Keller 562-4327 x3062 permit is granted site work must be completed. This is to include the T-Turn and the removal of the telephone/electrical poles currently running down the center of the street. There has been talk that the T-Turn would not be required because this road was to extend to Kings Hwy. If this is the case provide a revised site plan as a plan amendment. The site work for this development must be completed and should have been completed before occupancy of any of the units was allowed. The change of fire condition for this site plan as of 6/27/2003 in reference to a revision dated 4/15/03 showing the width reduction of the internal road way to a width of 20' ft does not meet the two new fire apparatus required minimun access. The width of 26' feet of hard surface is needed as per apparatus manufacture. This 26' ft width increase would to allow full extension of apparatus outrigger stablizers allowing successful use of the 100' ft telescopic arial ladders during fire fighting operations. 1/31/2007 The site plan shows roadways of drives now existing to be 20' original agreement was the roadway to be at 26'. Plan now shows an island with a width of 10' roadway on each side, minimum is 20' on a one way and with BCP2003-03628 the roadway to be at 26' has now dropped to 20' and 24' Please provide measurements to meet this requirement. Acknowledge PRIOR to D.O.(JFK) 2/5/2007 Revised plan and meeting with Alejandra Zamora now shows that the pole will be removed by March of 2007 and the island will be able to drive a fire apparatus at 80,000 Ibs.(JFK) 01/31/2007 Sheet C3.1A shows the 'New Heavy Duty Pavement for Fire Access w/Pavers' Must meet rating Met of H-40 this would support fire weight of 80,000 lbs. Acknowledge PRIOR to D.O. 1/31/2007 Letter addressed comment and states that the 80,000 Ibs requirement will be met per AASHTO interm guide for design for pavement structures for local fire equipment up to 80,000lbs. (JFK) Land Resource Condition Rick Albee 727-562-4741 Not Met 12/15/2006 No Issues. Parks & Recs Condition Debbie Reid 562-4818 12/15/2006 Open space/recreation impact fees are due prior to issuance of building permit or final plat (if applicable), whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Storm Water Condition Phuong Vo 562-4752 12/11/2006 The following to be addressed prior to building permit. 1. All plans shall be revised to be based on the NAVD88 datum. 2. Verify if the proposed work lies within the 100-year flood plain. If it does, show the 100-year flood plain on the plans and raise the FFE accordingly. Traffic Eng Condition Bennett Elbo 562-4775 Not Met Met 12/12/2006 General Note(s): Met 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. 1/31/07 - ACKNOWLEDGED Zoning Condition 12/01/2006 Stormwater Narrative must be initialed by applicant. Steven Everitt 562-4547 Met CaseConditons Print Date: 02/22/2007 Page 2 of 3 FLS2006-11070 1370 STATE ST Zoning Condition Steven Everitt 562-4547 01/02/2006 THE FLORIDA DEPARTMENT OF STATE, DIVISION OF CORPORATIONS STATES THAT Met CLEARWATER VILLAGE, L.C. IS IN INACTIVE STATUS. PLEASE CLARIFY. 01/02/2006 SHEET L1.1A - THE LANDSCAPING APPROVED UNDER THIS APPLICATION WILL NEED TO Met BE MAINTAINED UNLESS APPROVED BY STAFF. 01/02/2006 WEST PERIMETER BUFFER IS 10' WIDE OR T WIDE WITH DECORATIVE WALL Met 01/02/2006 PLEASE PROVIDE SIX ACCENT TREES IN THE WEST LANDSCAPE BUFFER. Met Print Date: 02/22/2007 CaseConditons Page 3 of 3 T I • • :Clearwater U Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: KENNETH H. ROUSH, P.E. FAX: 466-6882 FROM: STEVEN EVERITT DATE: 01/02/2006 TELEPHONE: TELEPHONE: (727) 562-4567 x 2563 EMAIL: STEVEN.EVERITT@MYCLEARWATER.COM SUBJECT: FLS2006-11070 1370 STATE STREET MESSAGE: NUMBER OF SHEETS (INCLUDING THIS PAGE): 3 *$?`'- • Conditions Associated Witol FLS2006-11070 1370 STATE ST 4l E1; ?.„Aar' Engineering Condition Steve Doherty 562-4773 12/14/2006 Prior to issuance of a Building Permit: Not Met 1. Proposed development will not be addressed from State Street. Correct to have address(s) along Freedom Drive. 2.Applicant shall provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us/water/drinkirigwater/forms.htm 3. Applicant shall provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension. 4. The plat for Clearwater Village Phase One A shall be recorded. 5. Applicant shall request an Engineering Easement inspection prior to installation of patios adjacent to 15-foot drainage and utility easement on south side of property. 6. Previous plans for the development of Clearwater Village Phase One included upgrading the State Street right-of-way. The Planning Dept. is reviewing the applicants obligations regarding State Street. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental Condition Scott Rice 562-4781 12/14/2006 No Issues Not Met Fire Condition James Keller 562-4327 x3062 12/19/2006 T-Turn shows a radius of 28' must be at 30' Acknowledge PRIOR to D.O. Not Met 12/19/2006 T-Turn shows 46' in length, new truck is now 57' must extend to meet the 57' Acknowledge Not Met PRIOR to D.O. 12/19/2006 State Street is now becoming a' DEAD-END' at the East end, who is going to construct a T-Turn Not Met for Fire Department Access ? Acknowledge PRIOR to D.O. 12/19/2006 Provide a site plan that conforms:to the approval conditions of BCP2003-03628 In which 26' wide Not Met roads were required and agreed upon. Also the minimum width required when islands are installed to divide the street is 20' on each side of the island. This site plan also calls for a T-Turn at the north end. This T-Turn has not been provided to date. Before Fire Dept approval for this permit is granted site work must be completed. This is to include the T-Turn and the removal of the telephone/electrical poles currently running down the center of the street. There has been talk that the T-Turn would not be required because this road was to extend to Kings Hwy. If this is the case provide a revised site plan as a plan amendment. The site work for this development must be completed and should have been completed before occupancy of any of the units was allowed. 12/19/2006 Sheet C3.1A shows the ' New Heavy Duty Pavement for Fire Access w/Pavers' Must meet rating Not Met of H-40 this would support fire weight of 80,000 lbs. Acknowledge PRIOR to D.O. Land Resource Condition Rick Albee 727-562-4741 Print Date: 01/02/2007 CaseConditons Page 1 of 2 t ? FLS2006-11070 1370 STATE ST Land Resource Condition Rick Albee 727-562-4741 12/15/2006 No Issues. Not Met Parks & Recs Condition Debbie Reid 562-4818 12/15/2006 Open space/recreation impact fees are due prior to issuance of building permit or final plat (if Not Met applicable), whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Storm Water Condition Phuong Vo 562-4752 12/11/2006 The following to be addressed prior to building permit. Not Met 1. All plans shall be revised to be based on the NAVD88 datum. 2. Verify if the proposed work lies within the 100-year flood plain. If it does, show the 100-year flood plain on the plans and raise the FFE accordingly. Traffic Eng Condition Bennett Elbo 562-4775 12/12/2006 General Note(s): Not Met 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Zoning Condition Steven Everitt 562-4567x2563 01/02/2006 THE FLORIDA DEPARTMENT OF STATE, DIVISION OF CORPORATIONS STATES THAT Not Met CLEARWATER VILLAGE, L.C. IN SIN INACTIVE STATUS. PLEASE CLARIFY. 01/02/2006 SHEET L1.1A - THE LANDSCAPING APPROVED UNDER THIS APPLICATION WILL NEED TO Not Met BE MAINTAINED UNLESS APPROVED BY STAFF. 01/02/2006 WEST PERIMETER BUFFER IS 10' WIDE OR T WIDE WITH DECORATIVE WALL Not Met 01/02/2006 PLEASE PROVIDE SIX ACCENT TREES IN THE WEST LANDSCAPE BUFFER. Not Met Print Date: 01/02/2007 CaseConditons Page 2 of 2 Jan. 02 2007 04:53PM YOUR LOGO . YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START.TIME USAGE TIME, MODE PAGES RESULT 01 94666882 'Jan.02 04:51PM 01'34 SND 03 OK TO TURN OFF FORT, PRESS 'MENU' ##04. THEN SELECT OFF BY USING '+' OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-BOO-HELP-FAX (435-7329). s • `Clearwater 6 Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562-4567 TO: Kenneth H. Roush FAX: 466-6882 FROM: STEVEN EVERITT FAX: (727) 562-4865 DATE: 12/01/2006 TELEPHONE: TELEPHONE: (727) 562-4567 x 2563 EMAIL: STEVEN.EVERITT@MYCLEARWATER.COM SUBJECT: FLS2006-11070 1370 State Street MESSAGE: Letter of Incompleteness NUMBER OF SHEETS (INCLUDING THIS PAGE): 2 Clearwater December 01, 2006 Kenneth H Roush 521 Chestnut St Clearwater. Fl 33756 VIA FAX: 727-466-6882 RE: FLS2006-11070 -- 1370 STATE ST -- Letter of Incompleteness Dear Kenneth H Roush : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-11070. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. Stormwater Narrative must be initialed by applicant. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by 10 am, Tuesday, December 5, 2006. If you have any questions, please do not hesitate to contact me at 562-4567x2563 or Steven. Everitt@myclearwater.com. Sincerely yours, Steven Everitt Planner I CITY OF CLOkRWATER PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM Letter of Incompleteness - FLS2006-11070 - 1370 STATE ST 0 6 Dec. 01 2006 03:49PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94666882 Dec.01 03:48PM 01'10 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX 1435-7329). LL CITY OFCLARWATER ClearWater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM December 01, 2006 Kenneth H Roush 521 Chestnut St Clearwater. F133756 VIA FAX: 727-466-6882 RE: FLS2006-11070 -- 1370 STATE ST -- Letter of Incompleteness Dear Kenneth H Roush : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLS2006-11070. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Stormwater Narrative must be initialed by applicant. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by 10 am, Tuesday, December 5, 2006. If you have any questions, please do not hesitate to contact me at 562-4567x2563 or Steven. Everitt@myclearwater.com. Sincerely yours, f Steven Everitt Planner I Letter oflncompleteness - FLS2006-11070 - 1370 STATE ST Everitt, Steven From: Mahony, Thomas Sent: Thursday, November 01, 2007 10:38 AM To: Everitt, Steven Subject: RE: FLS2006-11070 - 1370 State Street - Plat thanks Steven Tom Mahony, PSM Geographic Technology Manager Engineering Department phone: 727-562-4762 fax: 727-562-4755 -----Original Message----- From: Everitt, Steven Sent: Thursday, November 01, 2007 10:30 AM To: Mahony, Thomas Cc: 'bud@clearwatervillage.com'; 'alejandraz@roushcivil.com' Subject: FLS2006-11070 - 1370 State Street - Plat Tom, The Planning Department will support the proposed plat for this site. Steven Everitt 0 Everitt, Steven • Page 1 of 1 From: Mahony, Thomas Sent: Tuesday, October 23, 2007 2:58 PM To: Everitt, Steven Subject: FW: Clearwater Village Phase 1A Tom Mahony, PSM Geographic Technology Manager Engineering Department phone: 727-562-4762 fax: 727-562-4755 -----Original Message----- From: Bud Reichel [mailto:bud@clearwatervillage.com] Sent: Tuesday, October 23, 2007 10:11 AM To: Mahony, Thomas Subject: Clearwater Village Phase 1A Dear Tom, Please let planning know that the change from three lots (27/28/29) to one (29) is due only to the fact that the owner's bank requires that the three units being built there be on a single piece of property. We are making no change to the original FLS case and will be building on the single platted lot the three units originally planned. Thank you in Advance, Sincerely Bud Reichel Clearwater Village LC 11/19/2007 • 0 Everitt, Steven From: Doherty, Steve Sent: Tuesday, March 27, 2007 1:13 PM To: Everitt, Steven Subject: RE: FLS2006-11070 1370 State St Prior to building permit. -Steve -----Original Message----- From: Everitt, Steven Sent: Tuesday, March 27, 2007 8:33 AM To: Doherty, Steve Subject: FLS2006-11070 1370 State St Steve, When does your third condition need to be met, prior to DO or building permit? Steven Everitt 0 i Everitt, Steven From: Everitt, Steven Sent: Tuesday, March 27, 2007 8:33 AM To: Doherty, Steve Subject: FLS2006-11070 1370 State St Steve, When does your third condition need to be met, prior to DO or building permit? Steven Everitt Division of Corporations 'l'td' f7?It rll of sin1c, D' 'is;oi'i 0f (.-o rt1rgllolls ? ? j/1r' xla.t7l PI..Ibli t lqU:1I a I?70 Florida Limited Liability CLEARWATER VILLAGE, L.C. PRINCIPAL ADDRESS 423 CLEVELAND STREET CLEARWATER FL 33755 Changed 01/03/2007 MAILING ADDRESS 423 CLEVELAND STREET CLEARWATER FL 33755 Changed 01/03/2007 Document Number L99000005721 State FL Last Event CANCEL ADM DISS/REV Total Contribution 1,000.00 FEI Number 593598777 Status ACTIVE Event Date Filed 01/03/2007 T 1 Date Filed 09/07/1999 Effective Date NONE Event Effective Date NONE Page 1 of 2 11(1CU15l.CTCU JAUJCIlL Name & Address VALTIN, PATRICK V 423 CLEVELAND STREET CLEARWATER FL 33755 Name Changed: 01/03/2007 Address Changed: 01/03/2007 Manager/Member Detail Name & Address Title FISCHLER, IDO 500 NORTH OSCEOLA AVENUE #208 MGRM http://www. sunbiz.org/scripts/cordet.exe?al =DETFIL&n 1=L99000005721 &n2=NAMFW... 1/29/2007 i Division of Corporations 0 • CLEARWATER FL 33755 II?J REICHEL, BERNARD K JR. 1957 FREEDOM DRIVE MGRM CLEARWATER FL 33755 VALTIN, PATRICK V R 1988 FREEDOM DR. MGRM CLEARWATER FL 33755 1 '1 Annual Reports Report Year Filed Date 2005 04/25/2005 2006 01/03)2007 2007 F- 01/03/2007 O Previous Filing Return to List Next Filing View Events No Name History Information Page 2 of 2 Document Images Listed below are the images available for this filing. 01/03/2007 -- REINSTATEMENT 02/27/2006 -- LC Amended and Restated Art 04/25/2005 -- ANN REP/UNIFORM BUS REP 11/23/2004 -- REINSTATEMENT 04/14/2003 -- ANN REP/UNIFORM BUS REP 10/15/2002 -- Amended and Restated Articles 09/15/2002 -- COR - ANN REP/UNIFORM BUS REP 09/24/2001 -- Amended and Restated Articles 04/05/2001 -- ANN REP/UNIFORM BUS REP 12/21/2000 -- Amended and Restated Articles 03/13/2000 -- ANN REP/UNIFORM BUS REP 1109/07/1999 -- Florida Limited Liabilites THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT Corporations Inquiry Corporations Help http://www.sunbiz.org/scripts/cordet.exe?al=DETFIL&n1=L99000005721 &n2=NAMFW... 1/29/2007 i 2007 LIMITED LIABILITY&MPANY REINSTATEMENT* FILED DOCUMENT# L99000005721 Secretary o20 State Entity Name: CLEARWATER VILLAGE, L.C. Current Principal Place of Business: New Principal Place of Business: 500 NORTH OSCEOLA AVENUE #208 CLEARWATER, FL 33755 423 CLEVELAND STREET CLEARWATER, FL 33755 Current Mailing Address: 500 NORTH OSCEOLA AVENUE #208 CLEARWATER, FL 33755 New Mailing Address: 423 CLEVELAND STREET CLEARWATER, FL 33755 FEI Number: 59-3598777 FEI Number Applied For ( ) FEI Number Not Applicable ( ) Certificate of Status Desired (X) In accordance with s. 607.193(2)(b), F.S., the limited liability company did not receive the prior notice. Name and Address of Current Registered Agent: Name and Address of New Registered Agent: CIANFRONE, JOSEPH R ESQ. 1964 BAYSHORE BLVD. DUNEDIN, FL 34698 US VALTIN, PATRICK V 423 CLEVELAND STREET CLEARWATER, FL 33755 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: PATRICK VALTIN Electronic Signature of Registered Agent MANAGING MEMBERS/MANAGERS: Title: MGRM ( ) Delete Name: FISCHLER, IDO Address: 500 NORTH OSCEOLA AVENUE #208 City-St-Zip: CLEARWATER, FL 33755 Title: MGRM ( ) Delete Name: REICHEL, BERNARD K JR. Address: 1799 N. HIGHLAND AVE., #187 City-St-Zip: CLEARWATER, FL 33755 Title: MGRM ( ) Delete Name: VALTIN, PATRICK V R Address: 1988 FREEDOM DR. City-St-Zip: CLEARWATER, FL 33755 01/03/2007 Date ADDITIONS/CHANGES: Title: ( ) Change ( ) Addition Name: Address: City-St-Zip: Title: MGRM (X) Change ( ) Addition Name: REICHEL, BERNARD K JR. Address: 1957 FREEDOM DRIVE City-St-Zip: CLEARWATER, FL 33755 Title: ( ) Change ( ) Addition Name: Address: City-St-Zip: I hereby certify that the information supplied with this filing does not qualify for the for the exemption stated in Chapter 119, Florida Statutes. I further certify that the information indicated on this report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 608, Florida Statutes. SIGNATURE: PATRICK VALTIN MID 01/03/2007 Electronic Signature of Signing Managing Member, Manager, or Authorized Representative / Date Iyision of Corporations • Public 4tq-Lur Florida Limited Liability CLEARWATER VILLAGE, L.C. Page 1 of 2 PRINCIPAL ADDRESS 500 NORTH OSCEOLA AVENUE #208 CLEARWATER FL 33755 Changed 02/27/2006 MAILING ADDRESS 500 NORTH OSCEOLA AVENUE #208 CLEARWATER FL 33755 Changed 02/27/2006 Document Number FEI Number Date Filed L99000005721 593598777 09/07/1999 State Status Effective Date FL INACTIVE NONE Last Event Event Date Filed Event Effective Date ADMIN DISSOLUTION 09/15/2006 NONE FOR ANNUAL REPORT Total Contribution 1,000.00 ReLyistered Agent Name & Address CIANFRONE, JOSEPH R ESQ. 1964 BAYSHORE BLVD. DUNEDIN FL 34698 Name Changed: 11/23/2004 Address Changed: 02/27/2006 Manager/Member Detail Name & Address 11 Title FISCHLER, IDO http://www.sunbiz.org/scripts/cordet.exe?al=DETFIL&nl=L99000005721 &n2=NAMFW... 12/1/2006 E i 'A. it of Corporations 500 NORTH OSCEOLA AVENUE #208 IL=1 CLEARWATER FL 33755 REICHEL, BERNARD K JR. 1799 N. HIGHLAND AVE., #187 MGRM CLEARWATER FL 33755 VALTIN, PATRICK V R 1988 FREEDOM DR. CLEARWATER FL 33755 MGRM Annual Reports Report Year Filed Date 2003 04/14/2003 2004 11/23/2004 2005 04/25/2005 ---- - --------- Previous Filing Return to List I Next Filing View Events No Name History Information Page 2 of 2 Document Images Listed below are the images available for this filing. 02/27/2006 -- LC Amended and Restated Art 04/25/2005 -- ANN REP/UNIFORM BUS REP 11/23/2004 -- REINSTATEMENT 04/14/2003 -- ANN REP/UNIFORM BUS REP 10/15/2002 -- Amended and Restated Articles 09/15/2002 -- COR - ANN REP/UNIFORM BUS REP 09/24/2001 -- Amended and Restated Articles 04/05/2001 -- ANN REP/UNIFORM BUS REP 12/21/2000 -- Amended and Restated Articles 03/13/2000 -- ANN REP/UNIFORM BUS REP 09/07/1999 -- Florida Limited Liabilites THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT Corporations ln+ uir F Corporations Help http://www.sunbiz.org/scripts/cordet.exe?a 1=DETFIL&n 1=L99000005721 &n2=NAMFW... 12/1/2006 Pinellas County Property Appraiser Information: 03 29 15 55548 000 0102 Pagel of 5 0 0 Appraisal - information Building information M), 0.25 mile radius Same area, cartographic informati,oil Same area, Land Use, Property Use codes, etc. Same area, Sales Info 1 /8 mile aerial photo (2002) Back to Search. Page T hz'Q e View Comparable Residential Sales Mass Appraisal is the systematic appraisal of groups of properties as of a given date using standardized procedures and statistical testing. Its purpose is to provide an equitable and efficient appraisal of all property in a jurisdiction for ad-valorem tax purposes. We recognize that there is a reasonable range of values within which a property can sell. Our Mass Appraisal Market Value tends toward the lower end of the range. Recent upgrades or remodeling efforts completed by a seller in order to prepare a property for, sale, especially those on the interior of a building, are often not reflected in our Comparable Sales Value. Finally, our values are historical and are developed using arms length sales from the three years prior to January 1. If there are insufficient sales to conduct a market analysis then older sales may also be considered. For this reason, our values are generally lower than what a seller will ask for a property in today's appreciating market. Appraisal Information http://136.174.187.13/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.25&s=4&t3=1 &u=0&p=03... 12/1/2006 Pinellas County Property Appraiser Information: 03 29 15 55548 000 0102 Page 2 of 5 • • 03 / 29 / 15 / 55548 / 000 / 0102 01-Dec-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:56:14 Ownership Information Residential Property Address, Use, and Sales CLEARWATER VILLAGE LC OBK: 14137 OPG: 1036 423 CLEVELAND ST CLEARWATER FL 33755-4005 EVRC: D EUAC Comparable sales value as Prop Addr: 1370 STATE ST of Jan 1, 2006, based on Census Tract: 263.00 sales from 2004 - 2005: 186,700 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 8 /2,002 12,1701 312 85,000 (U) I 1914: Book 003 Pgs 044- 0 /0 0/ 0 0 { ) 0000: Book Pgs - 0 10 0/ 0 0 { ) 0000: Book Pgs - 0 /0 0/ 0 0 { } 2006 Value EXEMPTIONS Just/Market: 172,500 Homestead: NO Ownership .000 Govt Exem: NO Use %: .000 Assessed/Cap: 172,500 Institutional Exem: NO Tax Exempt: .000 Historic Exem: 0 Taxable: 172,500 Agricultural: 0 2006 Tax Information District: CW Seawall: Frontage: Clearwater View: 06 Millage: 21.7640 Land Size Unit Land Land Land Front x Depth Price Units Meth 06 Taxes: 3,754.29 1) 0 x 0 150, 000. 00 1.00 T Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2006 taxes will be : 5) 0 x 0 .00 .00 3,754.29 6) 0 x 0 . 00 00 Without any exemptions, 2006 taxes will be 3,754.29 Short Legal MARSHALL'S, E.A. E 13OFT OF W 150FT OF S 90 Description FT OF LOT 10 & N 15FT OF UAC STATE ST ON S PER O.R. Building Information http://136.174.187.13/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.25&s=4&t3=1 &u=0&p=03... 12/1/2006 Pinellas County Property Appraiser Information: 03 29 15 55548 000 0102 • • Property_and..Land _Use. Code ._descriptions. 03 129 115 1 55548 1000 Page 3 of 5 / 0102 : 01 Oi-Dec-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:56:15 Residential Card 01 of 1 Prop Use: 210 Land Use: 01 Living Units: i Imp Type: Single Family Prop Address: 1370 STATE ST Structural E1E3m(E:nts Foundation Continuous Wall Quality Average Floor System Slab on Grade Year Built 1,954 Exterior Wall ConcBk Stucco/Reclad Effective Age 30 Roof Frame Flat-Shed Heating Unit/Spc/W1/F1 Furn Roof Cover B U Tar&Gravel/Othr Cooling None Fixtures 3 # Stories 1.0 Other Depreciation 0 Floor Finish Crpt/HdTl/HdHar/Prgt Functional Depreciation 0 Interior Finish Drywall/Plaster Econonomic Depreciation 0 Sub ArE3as Description Factor Area Description Factor Area 1) Base Area 1.00 J,028 7) .00 0 2) Open Porch .20 162 8) .00 0 3) Garage .35 264 9) .00 0 4) 00 0 10) 00 0 5) 00 0 11) .00 0 6) 00 0 12) 00 0 R(--S1dE3rit1a1 Extra F?aturE3 i=- Description Dimensions Price Units Value RCD Year 1) GARAGE 20x26 .00 520 0 0 1,954 2) 00 0 0 0 0 3) . 00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) 00 0 0 0 0 TOTAL RECORD VALUE: 0 Map With Property Address (non-vacant) F*1 Fip+ T 44r] Fllk FG? http://136.174.187.13/htbin/egi-scr3?o=1 &a=1 &b=1 &c=1 &r=.25&s=4&t3=1 &u=0&p=03... 12/1/2006 Page 4 of 5 ?- r 1/8 Mile Aerial Photograph (2002) http://136.174.187.13/htbin/cgi-scr3?o=l &a=1 &b=1 &c=l &r=.25&s=4&t3=1 &u=0&p=03... 12/1/2006 Pinellas County Property Appraiser Information: 03 29 15 55548 000 0102 0 ninellas County Property Appraiser Information: 03 29 15 55548 000 010' P,1,-,C ? of 0 Pinellas County Property Appraiser Parcel Information Back to Starch Page An explanation of this screed http:// 136.174.187.13/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.25&s=4&t3=1 &u=0&p=03... 12/1/2006 IDcALD ?- _ a ?c_ov??e--?P\G?5 0? ,m?C'aveMEi1?S Case Number: FLS2006-11070 -- 1370 STATE ST Owner(s): Clearwater Village Lc 423 Cleveland St Clearwater, F133755 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Kenneth H Roush 521 Chestnut St Clearwater, F133756 TELEPHONE: 727-466-6772, FAX: 727-466-6882, E-MAIL: No Email Location: 0.56 acres located at the intersection of State Street and Freedom Drive Atlas Page: 251B Zoning District: MDR, Medium Density Residential Request: Flexible Standard Development approval for five Attached Dwellings (townhomes) with an increase in building height from 27 feet to 40 feet for lot 27 within the Medium Density Residential District under provisions of Section 2-203.A Proposed Use: Attached dwellings Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Neighborhood No Registered Assocation Association(s): TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: Molly Molter, Planner I Attendees Included: DRC 1/4/07: Ken Roush, Rose Rosago, Neil Thompson, Stephen Doherty, Scott Rice, James Keller, and Steven Everitt DRC 3/6/08:Ken Roush, Rose Rosago, Neil Thompson, Stephen Doherty, Scott Rice, James.Keller and Molly Molter The DRC reviewed this application with the following comments: General Engineering: I . Prior to the issuance of a Development Order: 1. Applicant shall submit a site plan showing the site plan requirements indicated on the FLS application. Prior to the issuance of a Building Permit: 1. Proposed development will not be addressed from State Street. Correct to have address(s) along Freedom Drive. 2. Applicant shall provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 _ No issues. Fire: 1 . No Issues Development Review Agenda -Thursday, March 6, 2008 - Page 16 DRC Action Agenda 1.1 Harbor Master: No Comments Legal: 1 . No Issues Land Resources: 1 . No Issues. Landscaping: 1 . No Issues Parks and Recreation: No Comments Stormwater: 1 . The following shall be addressed prior to Development Order 1. Provide a copy of the approved Grading plan with the proposed reduction requests for review. General note: 1. DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Solid Waste: I . No Issues Traffic Engineering: 1 . No Issues Planning: I . Question: Why is this request for an increase in building height for only lot 27? Is it envisioned that future requests will be submitted to increase the building heights for other attached dwellings in the Clearwater Village? Please also include the answer to this question in the flexibility criteria narrative. Other: No Comments Notes: Development Review Agenda -Thursday, March 6, 2008 - Page 17 DRC Action Agenda 1.1 ON IN ?,rrrrr..a Conditions Associated With FLS2006-11070 1370 STATE ST Engineering Condition Steve Doherty 12/14/2006 Prior to issuance of a Building Permit: 562-4773 1. Proposed development will not be addressed from State Street. Correct to have address(s) along Freedom Drive. 2.Applicant shall provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us/water/drinkingwater/forms.htm 3. Applicant shall provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension. 4. The plat for Clearwater Village Phase One A shall be recorded. 5. Applicant shall request an Engineering Easement inspection prior to installation of patios adjacent to 15-foot drainage and utility easement on south side of property. 6. Previous plans for the development of Clearwater Village Phase One included upgrading the State Street right-of-way. The Planning Dept. is reviewing the applicants obligations regarding State Street. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental Condition 12/14/2006 No Issues Fire Condition Scott Rice James Keller 562-4781 562-4327 x3062 12/19/2006 T-Turn shows a radius of 28' must be at 30' Acknowledge PRIOR to D.O. 12/19/2006 T-Turn shows 46' in length, new truck is now 57' must extend to meet the 57' Acknowledge PRIOR to D.O. 12/19/2006 State Street is now becoming a' DEAD-END' at the East end, who is going to construct a T-Turn for Fire Department Access ? Acknowledge PRIOR to D.O. Not Met Not Met Not Met Not Met Not Met 12/19/2006 Provide a site plan that conforms to the approval conditions of BCP2003-03628 In which 26' wide Not Met roads were required and agreed upon. Also the minimum width required when islands are installed to divide the street is 20' on each side of the island. This site plan also calls for a T-Turn at the north end. This T-Turn has not been provided to date. Before Fire Dept approval for this permit is granted site work must be completed. This is to include the T-Turn and the removal of the telephone/electrical poles currently running down the center of the street. There has been talk that the T-Turn would not be required because this road was to extend to Kings Hwy. If this is the case provide a revised site plan as a plan amendment. The site work for this development must be completed and should have been completed before occupancy of any of the units was allowed. 12/19/2006 Sheet C3.1A shows the 'New Heavy Duty Pavement for Fire Access w/Pavers' Must meet rating Not Met of H-40 this would support fire weight of 80,000 lbs. Acknowledge PRIOR to D.O. Land Resource Condition Rick Albee 727-562-4741 Print Date: 01/02/2007 CaseConditons Page 1 of 2 r- h 6 0 FLS2006-11070 1370 STATE ST Land Resource Condition Rick Albee 727-562-4741 12/15/2006 No Issues. Not Met Parks & Recs Condition Debbie Reid 562-4818 12/15/2006 Open space/recreation impact fees are due prior to issuance of building permit or final plat (if Not Met applicable), whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Storm Water Condition Phuong Vo 562-4752 12/11/2006 The following to be addressed prior to building permit. Not Met 1. All plans shall be revised to be based on the NAVD88 datum. 2. Verify if the proposed work lies within the 100-year flood plain. If it does, show the 100-year flood plain on the plans and raise the FFE accordingly. Traffic Eng Condition Bennett Elbo 562-4775 12/12/2006 General Note(s): Not Met 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Zoning Condition Steven Everitt 562-4567x2563 01/02/2006 THE FLORIDA DEPARTMENT OF STATE, DIVISION OF CORPORATIONS STATES THAT Not Met CLEARWATER VILLAGE, L.C. IN SIN INACTIVE STATUS. PLEASE CLARIFY. 01/02/2006 SHEET L1.1A - THE LANDSCAPING APPROVED UNDER THIS APPLICATION WILL NEED TO Not Met BE MAINTAINED UNLESS APPROVED BY STAFF. 01/02/2006 WEST PERIMETER BUFFER IS 10' WIDE OR T WIDE WITH DECORATIVE WALL Not Met 01/02/2006 PLEASE PROVIDE SIX ACCENT TREES IN THE WEST LANDSCAPE BUFFER. Not Met Print Date: 01/02/2007 CaseConditons Page 2 of 2 • • 3.20 pm Case Number: FLS2006-11070 -- 1370 STATE ST Owner(s): Clearwater Village Lc 423 Cleveland St Clearwater, F133755 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: Kenneth H Roush 521 Chestnut St Clearwater, F133756 TELEPHONE: 727-466-6772, FAX: 727-466-6882, E-MAIL: No Email Location: Atlas Page: 251B Zoning District: MDR, Medium Density Residential Request: Flexible Standard Development approval for five Attached Dwellings (townhomes) within the Medium Density Residential District under provisions of Section 2-203.A Proposed Use: Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: Steven Everitt, Planner I Attendees Included: The DRC reviewed this application with the following comments: General Engineering: 1 . Prior to issuance of a Building Permit: 1. Proposed development will not be addressed from State Street. Correct to have address(s) along Freedom Drive. 2.Applicant shall provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us/water/drinkingwater/forms.htm 3. Applicant shall provide a copy of an approved D.E.P. permit for the installation of the sanitary sewer extension. 4. The plat for Clearwater Village Phase One A shall be recorded. 5. Applicant shall request an Engineering Easement inspection prior to installation of patios adjacent to 15-foot drainage and utility easement on south side of property. 6. Previous plans for the development of Clearwater Village Phase One included upgrading the State Street right-of-way. The Planning Dept. is reviewing the applicants obligations regarding State Street. General Note: If the proposed project necessitates infrastructure modifications to satisfy site-specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . No Issues Fire: Development Review Agenda -Thursday, January 4, 2007 - Page 37 s 0 0 I . T-Turn shows a radius of 28' must be at 30' Acknowledge PRIOR to D.O. 2. T-Turn shows 46' in length, new truck is now 57' must extend to meet the 57' Acknowledge PRIOR to D.O. 3 . State Street is now becoming a' DEAD-END' at the East end, who is going to construct a T-Turn for Fire Department Access ? Acknowledge PRIOR to D.O. 4. Provide a site plan that conforms to the approval conditions of BCP2003-03628 In which 26' wide roads were required and agreed upon. Also the minimum width required when islands are installed to divide the street is 20' on each side of the island. This site plan also calls for a T-Turn at the north end. This T-Turn has not been provided to date. Before Fire Dept approval for this permit is granted site work must be completed. This is to include the T-Turn and the removal of the telephone/electrical poles currently running down the center of the street. There has been talk that the T-Turn would not be required because this road was to extend to Kings Hwy. If this is the case provide a revised site plan as a plan amendment. The site work for this development must be completed and should have been completed before occupancy of any of the units was allowed. 5. Sheet C3. IA shows the 'New Heavy Duty Pavement for Fire Access w/Pavers' Must meet rating of H-40 this would support fire weight of 80,000 lbs. Acknowledge PRIOR to D.O. Harbor Master: No Comments Legal: No Comments Land Resources: 1 . No Issues. Landscaping: No Comments Parks and Recreation: 1 . Open space/recreation impact fees are due prior to issuance of building permit or final plat (if applicable), whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727-562-4824 to calculate the assessment. Stormwater: 1 . The following to be addressed prior to building permit. 1. All plans shall be revised to be based on the NAVD88 datum. 2. Verify if the proposed work lies within the 100-year flood plain. If it does, show the 100-year flood plain on the plans and raise the FFE accordingly. Solid Waste: No Comments Traffic Engineering: I . General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Planning: 1 . THE FLORIDA DEPARTMENT OF STATE, DIVISION OF CORPORATIONS STATES THAT CLEARWATER VILLAGE, L.C. IN SIN INACTIVE STATUS. PLEASE CLARIFY. 2. SHEET L1. IA - THE LANDSCAPING APPROVED UNDER THIS APPLICATION WILL NEED TO BE MAINTAINED UNLESS APPROVED BY STAFF. 3 . WEST PERIMETER BUFFER IS 10' WIDE OR T WIDE WITH DECORATIVE WALL 4. PLEASE PROVIDE SIX ACCENT TREES IN THE WEST LANDSCAPE BUFFER. Other: No Comments Notes: Development Review Agenda -Thursday, January 4, 2007 - Page 38 CITY OF CLEARWATER PLANNING DEPARTMENT Q• Pon OFFICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 0 ? 016H26504602 W 5 o L $00.31? U U) t- 40 02/22/2008 w Mailed From 33634 CL " US POSTAGE CLEARWATER VIL LAGE LC 423 CLEVELAND ST CLEARWATER FL 33755 - 4005 RETURN TO :SENDER ATTEMPTED - NOT KNOWN UNAOL_E TO FORWARD GC:: 337S047404e *2374-0900$-27-iS :? ?a h) II IIIIM1,1,1)hd) 1Ial1 M 1,1„ 1111 e twatu February 20, 2008 41 CITYOFCLEARWATER PLANNINGDEPART MENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 5624576 W W W . MYC LEARW AT ER. C OM RE: NOTICE OF FILING FOR AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 1370 STATE ST (FLS2006-11070) To Surrounding Property Owners: As a property owner within 500 feet of 1370 STATE ST, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval for five Attached Dwellings (townhomes) within the Medium Density Residential District with an increase in building height from 27 feet to 40 feet for lot 27 under provisions of Section 2-203.A. On March 06, 2008, 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 determination, 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 March 06, 2008. The City encourages you to participate in the review of this application. You may contact me at 562-4567xt 2563 or Molly.Molter@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 March 06, 2008. 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, Molly Molter Planner I Letter of Notification - FLS2006-11070 - 1370 STATE ST Easy Peel Labels Use Aver TEMPLATE 51600 See Instruction Sheet' ,?,®5160® o ® for Easy Peel Featured CARRELL, ANNIE L LOTZ, ALBERT F III 1981 N BETTY LN LOTZ, BARBARA SAGER CLEARWATER FL 33755 - 1103 978 S GRAMERCY PL LOS ANGELES CA 90019 - 2153 i A 1FIaper MALNATI, GEORGE A 1835 N KEENE RD CLEARWATER FL 33755 - 2314 CLEARWATER, CITY OF P O BOX 4748 CLEARWATER FL 33758 - 4748 PINELLAS COUNTY 315 COURT ST CLEARWATER FL 33756 - 5165 PATHWAYS COMMUNITY CHURCH INC 1390 SUNSET POINT RD CLEARWATER FL 33755 - 1534 WEST, THOMAS S WEST, RAYNETTE M 1329 STATE ST CLEARWATER FL 33755 - 1542 NEUMANN, SYLVIA 5948 RUSSELL LN FORESTVILLE CA 95436 - 9631 COLLEWIJN, ROBERT J 1961 FREEDOM DR CLEARWATER FL 33755 - 1294 WALBY, MICHAEL A WALBY, KAREN P 404 E ASH ST PERRY FL 32347 - 2105 REICHEL, BERNARD K JR 1957 FREEDOM DR CLEARWATER FL 33755 - 1294 CHEN, JERRY 2009 FREEDOM DR CLEARWATER FL 33755 - WINSOR, ANDREW WINSOR, MARYANN 32 DEER RUN RD BELLINGHAM MA 02019 -.2146 Molly Molter 1370 State Street FLS2007-11070 LANGENFELD, JAMES M LANGENFELD, PAULA R 89 EAGLE DR TIFTON GA 31793 - 6838 A H S WEST, THOMAS S WEST, RAYNETTE M 1329 STATE ST CLEARWATER FL 33755 - 1542 GLASER, PETER HSU, YACHEN SIMONE 1380 HIBISCUS ST CLEARWATER FL 33755 - 3405 HALEY, NANCY R HALEY, JOSEPH F JR 1318 SUNSET POINT RD CLEARWATER FL 33755 - 1534 CHEN, JERRY 2009 FREEDOM DR CLEARWATER FL 33755 - TOURJE, DAVID C TOUP6E, LINDA 1114 GARFIELD AVE SOUTH PASADENA CA 91030 - 3422 CLEARWATER VILLAGE 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 WHITSON, EDMUND S JR. 231 WINDWARD ISL CLEARWATER FL 33767 - Clearwater Neighborhood Coalition PO Box 8204 Clearwater, F133758 President Joe Evich CLEARWATER VILLAGE LC 423 CLEVELAND ST CLEARWATER FL 33755 - 4005 CABILAN, ALBERTO III GARRETT, MARCUS 6947 DAY ST TUJUNGA CA 91042 - 2065 VALTIN, PATRICK 1988 FREEDOM DR CLEARWATER FL 33755 VALTIN, PATRICK VALTIN, CHANTAL 1988 FREEDOM DR CLEARWATER FL 33755 - 1293 OLT, PETER PO BOX 1259 CLEARWATER FL 33757 - 1259 LOTZ, ALBERT F III LOTZ, BARBARA SAGER 978 S GRAMERCY PL LOS ANGELES CA 90019 - 215 Etiquettes faciles a peler A consuitez la feuilie www.averycom Utilisez le gabarit AVERY@ 5160® Sens de chargement d'instruction 1-800-GO-AVERY "'ate CITY OF CLEARWATER PLM4MG DEPARTMENT `•'?grEg;E ' POST OITICE Box 4748 CLEARWATER, FLORIDA 3 3 7 58-4748 1,j V x' ;7445 tr MORRIS, CHARLES TRUST 625 RANCH RD TARPON SPRINGS FL 34688 - 9031 RECEIVED DEC 2 7 2006 t PLANNING DEPARTMENT CITY OF CLEARWATER X 337 NI 1 BOB 1 07 12123Y OS FORWARD TIME EXP RTN TO SEND MORRIS 9 C}-)ARLES P PO BOX Os'1 DUNEDIN FL 34697-OOSI RETURN TO SENDER ,..,:.:,s•-ss•?•s••as?•:.-::: ????6??74B i„li,,,i1,1,,,i,1,l,I?,i,,1„11,,,1,1„!!„!„!„11„1,1,1„1 • 0 CITY OF CLEARWATER Cearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WW W.MYCLEARWATER.COM December 11, 2006 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE STANDARD DEVELOPMENT APPROVAL AT 1370 STATE ST (FLS2006-11070) To Surrounding Property Owners: As a property owner within 500 feet of 1370 STATE ST, the City of Clearwater Planning Department gives notice that an application for Flexible Standard Development approval for five Attached Dwellings (townhomes) within the Medium Density Residential District under provisions of Section 2-203.A. On January 04, 2007, the Development Review Committee (composed of the City's professional staff) will review and determine whether the application demonstrates compliance with the City's Community Development Code. Following that review and determiniation, the Planning Director will issue a Development Order approving, approving with conditions, or denying the application. The earliest date that the City will make a decision on the application will be January 04, 2007. The City encourages you to participate in the review of this application. You may contact me at 562-4567x2563 orSteven.Everitt@myclearwater.com for further information, visit our office to review the files and/or submit written comments to be considered in the City's review of the application. Please be advised that the applicant may submit additional or new information regarding this case; which you may review during regular business hours. However, no further notice will be provided to you should the application be amended. An appeal of the decision of the Planning Director may be initiated by the applicant or property owners within the required notice area who present competent substantial evidence at, or prior to, the Development Review Committee meeting on January 04, 2007. An appeal must be filed, including an appeal fee, with the Planning Department within seven days of the date of the Development Order. Thank you for your interest in the City of Clearwater's development review process. You may access our Planning Department through the City's website: www.myclearwater.com. Sincerely yours, _ ?&twA?) Steven Everitt Planner I Letter of Notification - FLS2006-11070 - 1370 STATE ST MALNATI, GEORGE A 1835 N KEENE RD CLEARWATERZ FL 33755 - 2314 CLEARWATER VILLAGE 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 WHITSON, EDMUND S JR 231 WINDWARD ISL CLEARWATER FL 33767 - WHITSON, EDMUND S JR 231 WINDWARD ISL CLEARWATER FL 33767 - NEUMANN, SYLVIA 5948 RUSSELL LN FORESTVILLE CA 95436 - 9631 CLEARWATER VILLAGE 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 WALBY, MICHAEL A WALBY, KAREN P 404 E ASH ST PERRY FL 32347 - 2105 CLEARWATER VILLAGE 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 CLEARWATER VILLAGE 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 TOURJE, DAVID C TOURJE, LINDA 1114 GARFIELD AVE SOUTH PASADENA CA 91030 - 3422 0 0 CARRELL, ANNIE L 1981 N BETTY LN CLEARWATER FL 33755 - 1103 WHITSON, EDMUND S JR 231 WINDWARD ISL CLEARWATER FL 33767 - WHITSON, EDMUND S JR 231 WINDWARD ISL CLEARWATER FL 33767 - WHITSON, EDMUND S JR 231 WINDWARD ISL CLEARWATER FL 33767 - LANGENFELD, JAMES M LANGENFELD, PAULA R 89 EAGLE DR TIFTON GA 31793 - 6838 CLEARWATER VILLAGE 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 GLASER, PETER HSU, YACHEN SIMONE 1380. HIBISCUS ST CLEARWATER FL 33755 - 3405 CLEARWATER VILLAGE 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 CLEARWATER VILLAGE 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 LOTZ, ALBERT F III LOTZ, BARBARA SAGER 978 S GRAMERCY PL LOS ANGELES CA 90019 - 2153 CLEARWATER VILLAGE 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 WHITSON, EDMUND S JR 231 WINDWARD ISL CLEARWATER FL 33767 - WHITSON, EDMUND S JR 231 WINDWARD ISL CLEARWATER FL 33767 - CLEARWATER VILLAGE LC 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 CLEARWATER VILLAGE 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 CLEARWATER VILLAGE 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 CLEARWATER VILLAGE 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 VALTIN, PATRICK VALTIN, CHANTAL 1988 FREEDOM DR CLEARWATER FL 33755 - 1293 WINSOR, ANDREW WINSOR, MARYANN 32 DEER RUN RD BELLINGHAM MA 02019 - 2146 LOTZ, ALBERT F III LOTZ, BARBARA SAGER 978 S GRAMERCY PL LOS ANGELES CA 90019 - 2153 i CLEARWATER VILLAGE LC 423 CLEVELAND ST CLEARWATER FL 33755 - 4005 1 ..a v CLEARWATER VILLAGE 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 REICHEL, BERNARD K JR 1957 FREEDOM DR CLEARWATER FL 33755 - 1294 MORRIS, CHARLES TRUST 625 RANCH RD TARPON SPRINGS FL 34688 - 9031 NEW ZION MISS BAPT CHURCH BD O 1182 BROWNELL ST CLEARWATER FL 33756 - 5707 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 PINELLAS COUNTY 315 COURT ST CLEARWATER FL 33756 - 5165 CLEARWATER VILLAGE LC 423 CLEVELAND ST CLEARWATER FL 33755 - 4005 CLEARWATER VILLAGE 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 REICHEL, BERNARD K JR 1957 FREEDOM DR CLEARWATER FL 33755 - 1294 HALEY, NANCY R HALEY, JOSEPH F JR 1318 SUNSET POINT RD CLEARWATER FL 33755 - 1534 CLEARWATER VILLAGE LC 423 CLEVELAND ST CLEARWATER FL 33755 - 4005 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 Clearwater Neighborhood Coalition President Sondra Kerr PO Box 8204 Clearwater, FL 33758 CLEARWATER VILLAGE 1968 BAYSHORE BLVD DUNEDIN FL 34698 - 2500 COLLEWIJN, ROBERT J PO BOX 2255 CLEARWATER FL 33757 - 2255 WEST, THOMAS S WEST, RAYNETTE M 1329 STATE ST CLEARWATER FL 33755 - 1542 PATHWAYS COMMUNITY CHURCH 1NC 1390 SUNSET POINT RD CLEARWATER FL 33755 - 1534 CLEARWATER VILLAGE LC 423 CLEVELAND ST CLEARWATER FL 33755 - 4005 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 FLS2006-11070 Clearwater Village Phase 1 A 1370 State Street STE ~~s aoo 6 l Io 7d ~ DEVELOPER > > ~ I~~G~ND N O~ V N ~O ~ ~ Z W d' EXIST. ELEVATION x r ~1 _ c N BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF VACATED STATE STREET AND THE SOUTHERLY EXTENSION OF THE WEST BOUNDARY LINE OF CLEARWATER VILLAGE -PHASE ONE AS RECORDED IN PLAT BOOK 126, EXIST. CONTOUR 10 ' PAGES 6 THROUGH 8 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA ~ - ~ NEW ELEVATION ~o-10.00 ~ 3 THENCE RUN N00'15'02"W, ALONG SAID WEST BOUNDARY LINE 128.54 FEET; THENCE N90'00'00"E 72.76 FEET; THENCE N00'00'00"W, 27.33 FEET, ~ SAID LINE BEING ALONG THE EAST BOUNDARY LINE OF LOT 1, SAID CLEARWATER EXIST. STORM SEWER • ~ VILLAGE -PHASE ONE TO A POINT ON THE SOUTHERLY LINE OF LOT 2, SAID ~ ~ 0 ~ Z ~a _ CLEARWATER VILLAGE -PHASE ONE; THENCE N90'00'00"E, ALONG THE SOUTHERLY • NEW STORM SEWER oeom©oome®®mo LINE OF 5AI0 LOT 2, AND IT'S EXTENSION, 101.34 FEET TO ANON-RADIAL POINT OF INTERSECTION WITH THE THE WESTERLY LINE OF FREEDOM DRIVE, A PRIVATE a UTILITY EASEMENT, THENCE SOUTHERLY, 158.60 FEET ALONG EXIST. SAN. SEWER THE ARC OF SAID CURVE CONCAVE EAST HAVING A RADIUS OF 750.00 FEET, DELTA ANGLE OF 12'06'58" AND A CHORD WHICH BEARS S02'30'42"W, 158.30 FEET TO ANON-RADIAL POINT OF INTERSECTION WITH CENTERLINE OF NEW SAN..SEWER ®ioioieioioimimieicivi© a PARTIALLY VACATED STATE STREET; THENCE N89'12'53"W, ALONG SAID LINE, ~f/ W 166.64 FEET TO THE POINT OF BEGINNING. EXIST. WATER SERVICE ~ e Z NEW WATER SERVICE c ~ a i i~'wT ~ 'r E~ ~ • i .INLET ~ (~j 3 ~ a • W44DLAWIV RRA~'E &il ~ , t ,i • CURB STOP Q r--a W ~ ~ „ll ~ ! ~ 3 ~ i 6 7 E1 Z N U a I~ iii / ~ ~..*a WATER, METER (WM) a ii ~ 3~1 MANHOLE 1 ~ ENGINEER OF RECORD C.O. . ' - , • Iii ~ 3+~ ' CLEAN-OUT(C.O.) ®imisimimi~i®imi®ivi® ~ Na 8 r , _ 6 ~ c~8 ~ ° 8 0 ~ ~ 3' ~ ~ iii"'" I ~3a TEMP. SILT BARRIER NM o N i s~ ~,l ~ m ~ ~rG n Wn~N W i FENCE r 5 ' s: ° 'ii POINT OF CONNECTION -mo eb~ " ° ~~°N v s. y{'~. Wa ~ i:> . _..W ~,,I ~ ~l f,E , ,c; , i~ OF NEW UTILITY TO EXIST. w~za g o~;,~.'r~ ~'w , 1io o ~,N._• ~ ~ ~wW ytci E ~ . _.w W, , : , F.H.A. FIRE HYDRANT ASSEMBLY ~W F `Ua : ~ v~ ~ s ~ "w's~ ~v v/~ g+~W {,y K~aW,, ~ o z+~. ~ zc~ a ~ N T.&V. TAP AND VALVE ~ ~T~a . - ~ s........ m W~ ~ ~y x Q ~ ~s7 M ~ ~t 'I , i ~.~~r~~ • •s.' u Q-~WM N3 3 • L._ % / ~ (n ~ ~ ~ o Z a w Ei3 .,F ~W W ,•.r^"_. ""r mss ~',t~ I U n. ~ ~ j W ti ~ ~ ~ ~ ~ - r~ E y ~ i Date issued: 11101 ~20®6 i r,r- ~ ww ' Project Number: 04.178 ' .•s:~~ ~ ~ ! BAPT15T CHURCH l.. ..J ~ ji f,,,. ; I ~ r.. ~ . Designed by; ~(R i Drawn by: RR-AZ E~ z 3 !i :s Revisions: is ~ ~ ~r.~ ,e „ No. Date Description i y: 1 ~ /fl 1 r, ~ ~ 2 3 0T R 4 5 6 PRELIMINARY SET EXISTING E PROPOSED P RE l Q REQUIRED ®PERMITTINGSET CONSTRUCTION SET ZONING: MDR MDR MI MDR SEC / TWP / RGE LAND USE: RLM RLM RI RLM 3.29S -15E USAGE: RESIDENTIAL RESIDENTIAL RESIDI RESIDENTIAL PINELLAS COUNTY NUMBER OF UNITS 1 5 N, N/A 24,330 S.F. 24,330 S.F. Permit No. PROJECT AREA: 0.56 ACRES 0.56 ACRES VARI VARIES CITY FLS2002-08062lPLT2002-11006 BUILDING COVERAGE: 1,285 S.F. 9,827 S.F. (S.F. & % OF GROSS SITE) 5,3% 40.4% N CITY FLS2004-120831PLT2005-00001 N/A DEP CS52-0032571-027 GROSS FLOOR AREA S.F.: 17 454 S.F. ) 1,092 S.F. ~ IN ACCORI SWFWNID 46022809.000 IN ACCORDANCE W/ F.A.R.: 0.045 0.72 PHASE 1 PHASE 1 APPROVALS DOH 0125966-110-DSGP I,~ FRONT: 25.0 0' N N/A SETBACKS: SIDE: 13.8 0-5 0- 0-5' Project Name REAR: 25.1 5' N N/A CLEARl~lATER INDEX CJ~' e~I~~~'e~ TILLAGE PHASE • HEIGHT: 13' X27 -8 MAX: 30 4( 30'-40' MAX. ®A ~ p PAVED VEHICULAR USE AREA; C1.1A CIVIL SITE DATA ~~tltl P-~ V.U.A. N A N/A / N, N/A C1.2A CIVIL SITE SPECIFICATIONS Pra;ectAddress THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD IMPERVIOUS SURFACE RATIO: ~ ZONE X PER FLOOD INSURANCE RATE MAP 125096 0008 D (I.S.R.) 0,053 0.67 0.75 0.75 MAX. C2.1A DEMOLITION SITE PLAN ~ 370 State Street MAP REVISED: 8/19/1991 C3.1A STAKING SITE PLAN Clearwater FI OPEN SPACE: 23,045 S.F, 7 923 S.F. S.F. & % OF GROSS SITE ~ o 0 94.7% 32.3/ 25/ 25% MIN. C4.1A GRADIN AND ' PARKING LOT INTERIOR LANDSCAPING: DRAINAGE PLAN (S.F. OF V.U.A.) N A N A N N/A C5.1A UTILITIES SITE PLAN Drawing Title / / , PARKING: 1 2/UNIT MIN i MIN 2/UNIT C6.1A CIVIL SITE DETAILS CIVIL SITE DATA = * MAXIMUM DWELLING UNITS PER ACRE REQUIRED: 10 UNITS PER RLM LAND USE. L1.1A LANDSCAPE SITE PLAN SURVEY INFORMATION PROVIDED FROM SIGNED & SEALED SURVEY BY: AREA INCLUD - - ING PHASE ONE AND PHASE ONE A - 240,555 S.F. - 5.52 AC OENNIS .I. FYRF_ P.I .S. FI A. REC. No_ 2865 NUMBER TOTAL OF DWELLINGS INCLUDING PHASE ONE AND ONE A = 31 DATED: 03/31/05 DWELLINGS / ACRE = 5.62 DWELLING UNITS PER ACRE ORIGINAL Drawing Number * EXISTING & PROPOSED PROJECT AREA CALC: 11,700 S.F. (EX. 1370 STATE ST.) + 166.6' X 15' (PORTI( 15' (PORTION OF RECEIVED VACATED STATE ST.) + 10,131 S.F. (PREVIOUSLY IN PHASE ONE DEVELOPMENT = 24,330 S.F. = 0.56 ACRE = 0.56 ACRES NOV 2 9 2006 j~ PLANNING DEPARTMENT 0 ~1 CITY OF CLEARWATER LANDSCAPE N®TES PAVING, GRA LNG, GRADING & DRAINAGE TESTING GENERAL CONSTRUCTION NOTES DEVELOPER WATER SYSTEM TESTING AND INSPECTION iON CONTROL NOTES S.W.~.W.M.®. l EROS 1. ALL LANDSCAPE MATERIAL SHALL BE FLORIDA GRADE , AND INSPEC INSPECTION REQUIREMENTS REQUIREMENTS OR BETTER, SELECTED FROM CITY OF CLEARWATER A PROVED 1. ALL DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE APPLICABLE N - t. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS SPECIES LIST. L DEVICES " 1. THE STORM DRAINAGE F RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTRO 2. REQUIRED SHADE TREES SHALL BE A MINIMUM OF 10 HIGH, 2.5 )RM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA D.E.P. AND SWFWMD STANDARDS, ~ o ~ N PRIOR TO INITIATING AND DURING ALL PHASES Of LAND CLEARING AND CONSTRUCTION 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CALIPER AT THE TIME OF PLANTING. TO PROMOTE DIVERSITY, VISUAL INSPECTION BY INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF SPECIFICATIONS, LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES. ~ LL n Z ~ TO PREVENT SOIL EROSION .AND SILTATION. CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE AT LEAST 3 DIFFERENT SPECIES SHALL BE UTILIZED. BACKFILL. TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN 3. REQUIRED ACCENT TREES SHALL BE A MINIMUM OF 8' HIGH, 2" 2. THE CONTRACTOR SHALT 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM 1929. NTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ~ ~ ~ ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY CALIPER AT THE TIME OF PLANTING. ACCEPTANCE OF THE f iANCE OF THE PROJECT. 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, ~ 2. ALL DISTURBED AREAS NOT SHOWN ON THE PLANS SHALL BE RESTORED TO NATURAL OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF NATURAL CONDITIONS OR BETTER, AND SODDED. 4. REQUIRED HEDGES IN THE PERIMETER BUFFER SHALL BE A 3. THE CONTRACTOR IS RI PERFORMING TESTS. MINIMUM OF 18 24 HIGH AT THE TIME OF PLANTING, a~ )NTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE - PLACED AT 36 O.C., AND MAINTAINED AT 36 IN HEIGHT. WITH THE SOILS ENGIN HE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT TO THE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY ~ ~ NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT WATERISEWER CLEARANCE 5. INTERIOR SHRUBS SHALL BE A MINIMUM OF t4-24" HIGH, TESTING SCHEDULE REI SCHEDULE REQUIRED BY THE CITY OF CLEARWATER. THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, ~"1 ii a COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. ' 'r"'1 ~ N CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL PLANTED AT 30 -36 O.C., WITH A 3 GALLON MINIMUM. UPON COMPLETION OF RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS REQUIREMENTS 6. WHERE LANDSCAPE OR REPLANT TREES ARE PR THE OWNER'S ENGINEEI UNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. w ~ IN A PENALTY NOT TO EXCEED $10,000 PER OPOSED 40D-4 & 40D-40 f,A.C. AND CAN RESULT YER'1'ICAL CLEARANCE AT CROSSINGS TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES Z ~ ~ OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A BE A MINIMUM OF 5 WIDE. OFFENSE. GRA SE ERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER - N OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE r VITY W 7. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE MOVEMENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER AFFECTED AREA. a NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT SUITABLE BARRIER. WHERE POSSIBLE, THE AREA BETWEEN THE 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT THE SEWER JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING BARRIER AND LANDSCAPING MATERIAL SHOULD REMAIN AS UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS ~ ° UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING OR REINSTALL ALL DISTURBED EXISTING .UTILITIES, PHONE LINES, POWER LINES, POWER WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH GREENSPACE. SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR SEPARATION CANNOT BE MAINTAINED, A SECTION OF DUCTILE IRON PIPE SHALL BE PLACED 8. IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME OESIGN SUCH CLEARING LEAKING AND GRUBBING NOTES UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" a UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS, CENTERED ON THE POINT OF CROSSING FOR A MINIMUM OF 10 FEET ON EITHER SIDE OF AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE ~ w START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL a W FENCE, HANDRAIL, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES THE CROSSING. APPLICATION AND LOW EVAPORATION AND MUST HAVE A RAIN SENSOR 1. PRIOR TO ANY SI1 WHICH SHALL BE REPAIRED OR REINSTALLED AS .INCIDENTAL TO THE COST OF WORK SHOWN DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF ~IOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. ~ Z ~ M THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. PLANS SHALL BE HEREUNDER. H ~Z NTAL EPARATI N BETWEEN PARALLEL LINES WATER SUPPLY SHALL BE PIPED TO EACH INDIVIDUAL PLANTER ISLAND TREE ORDINANCE ~ ANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S ~ EE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. o OR 0 $ 0 CONTRACTOR'S RE1 AND IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE TREES SHOWN TO 1NTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF a MAINTENANCE AND OPERATIONS INSTR!lCTIONS A) GRAVITY SANITARY SEWERS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY THAN 50' FROM A WATER SUPPLY H05E BIBB.* SHALLOW WELLS, OPEN NER SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE POWER LINES AND OTHER UTILITIES. EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED FROM EDGE TO SURFACE WATER BODIES, OR RECLAIMED WATER SHALL BE USED OWNER, FOR STORM WATER DISCHARGE FACILITY EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-Fr SEPARATION, THE UNLESS UNAVAILABLE AS A SOURCE OF IRRIG 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR ~ ; . ( ) ATION WATER. 2. THE CONTRACTOR iE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL TO BASE AND WEARING SURFACE CONSTRUCTION. r~l w )NSTRUCTION IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. WATERMAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH AUTOMATIC IRRIGATION SYSTEMS SHALL BE OPERATED BY AN IRRIGATION CONSTRUCTION IN SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES SOILS REPORT ARI )ILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING Z a v 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE OF HIGH AND LOW WATER DEMAND AREAS. COMPANY QUESTI SUBSTANCE THAN STORMWATER. WATER AND SEWER JOINTS SHALL BE STAGGERED. CONTROLLERS SHALL HAVE MULTIPLE CYCLE START CAPACITY AND A THE SOILS REPOR' )MPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT ~ a IE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY: AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. B) FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FT. HORIZONTALLY FROM ANY EXISTING FLEXIBLE CALENDAR PROGRAM ABLE TO BESET TO COMPLY WITH LOCAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND OR PROPOSED WATER MAIN. OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. 3. THE CONTRACTOR ~E CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. CESSARY FOR CONSTRUCTION. DISTURBED AREAS SHALL BE SEEDED, MULCHED, OR ENGINEER OF RECORD 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED ALL IRRIGATION LINES AND HEADS SHALL BE MAINTAINED AT A MINIMUM NECESSARY FOR f DISTANCE OF ONE FOOT AWAY FROM ALL STRUCTURES, PLANTED WITH OTI IN ACCORDANCE WITH THE APPROVED PLAN. .ANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP 5. THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE * ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH CONSTRUCTION. )NSTRUCTION. DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND Z ~ a co APPURTENANCES NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE I. CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. 4. THE TOP 4 TO f '~E TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE ~ ~ 8 0 THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS 1. HYDRANTS; FIRE HYDRANTS SHALL BE THE FOLLOWING: WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA STOCKPILED AT A THAN TWICE A YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING PURPOSES, UNLE: fOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ~ ~ ~ rn JRPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. OWNER'S ENGINEER. y'~ r; ~ °m 94 0 ~ s a ~ . , REMOVED. THE RETENTION POND SHALL BE KEPT MOWED AND FREE OF DEBRIS. Kennedy0uardian#K-81AFireHydrant, AND LABEL TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR WnCti vd&~~~k'= P~~~,'~:`•; THE OWNER SHALL BE RESPONSIBLE TO MAKE SURE THAT TO THE BEST OF HIS MuelterCenturionFireHydrantCatalogNumberA-423 ESIDES STORMWATER THAT COULD DETERIORATE U.S.PipeMetropolitan 9. IRRIGATION SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT RE UIERE 5. ALL CONSTRUCTIO .L CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH Vgz~ ~ ,g° -T~',~'' `'r~DS.`y ABILITY NOTHING ENTERS THE SYSTEM B Q OFF-SITE IN ACC( THE FUNCTIONING CAPABILITIES OF THE SYSTEM, E.G. GASOLINE, OIL, GREASE, 2. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE IRRIAGTION, SUCH AS PAVED AREAS, ARE NOT ACCEPTABLE. HIGH HAND" 15 PERMITT 'F-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, ~ u, a z~"); 4r~~ V'~~ 1ND" 15 PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK aIz a 8 °,N~ ~ ~ CHEMICALS, ETC. APPROVED BY THE CITY UTILITY AND FIRE MARSHALL. IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR if.z -o ~in`a • `W m~' 10. NIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE 6. THE CONTRACTOR iE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY ~ W ° ~ a• wy ` PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR 5 F > ~ > ,ISTING STRUCTURES. (n g ~ F ~ d 4 ~ °4 ° w 3. ALL DUCTILE-TROP; PIPE (DIP) SHALL BE AWWA C151; WITH CEMENT MORTAR SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED EXISTING STRUCTU LINING COMPLYING WITH AWWA C104; CLASS 51 UNLESS OTHERWISE INDICATED. AREAS, SUCH AS PLANTER BEDS, OR MULCHED AREAS WITH TREES. EXPENSE. a ° z . TJ~d ° ~ aw' ' EROSION AND SILTATION CONTROL NOTES FITTINGS SHALL BE DUCTILE-IRON, AWWA C110; CEMENT LINED, AWWA C104; 11SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER 7. IT IS THE CONTRA IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO 11. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,4D0 ~ ww " d~; ~,;N~ AND RUBBER-GASKET JOINTS, AWWA C111. SHALL BE USED AS A SOURCE OF IRRIGATION WATER. THE DISTRIBUTION DISCONNECT OR F SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNTY OR B. THE CONTRACTOR SCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. Y ~ ~ ,r~~,' . ` ~ kW ~ 12. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED Q~ ~ ° o.~ i. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMONSTRATED THAT SITE AND WILL BE 1E CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS a ° ~ ~ _ ; N FILTER FENCES BERMS SEDIMENT BARRIERS VEGETATIVE BUFFERS AND OTHER THESE SOURCES ARE NOT AVAILABLE iE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO a N m N ~ 0'' JDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. _ ~ ~ ~ ~ " W~~ ' GRADING AND DRAINAGE NOTES UNDERGROUND AN MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF 12. PROTECTIVE BARRIERS SHALL BE PLACED AROUND ALL PROTECTED TREES WITH THE NEW FA TH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS. 13. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND Z ~ ~ z °a SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE PRIOR TO CONSTRUCTION ACTIVITIES AND SHALL REMAIN IN PLACE DURING THE CONTRACTOR IE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF ~ ~ N ~ ° \ w 'a CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE ..I = a ~ ~ Y ~ 1. ALL DELETERIOUS SUBSTANCE MATERIALS, (I.E. MUCK, PEAT, BURIED DEBRIS), IS CONSTRUCTION. A CLARIFICATION INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR A5 DIRECTED BY THE FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH OWNER'S ENGINEER OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL 9. DURING CONSTRUE JRING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, ~ a ~ ~ AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, ~ LOJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY ~ GINEER BEFORE IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. IRRIGATION NOTES PROJECT SHALL B SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE EN SOD, STONE, ETC. )D, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY AND ENGINEER OF RECORD. W ANY OTHER DISTURBANCE OF THE SITE BEGINS. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRIGATION CONSTRUCTION PR ~J COMPACTED AS SHOWN ON THESE PLANS, OR AS DIRECTED BY OWNERS ENGINEER. SYSTEM TO COVER 100% OF ALL NEW ON SITE PLANTING AREAS. THIS SYSTEM )NSTRUCTION PROGRESS. 14. THE OWNER WILL EMPLOY AND PAY FOR THE SERVICES OF AN INDEPENDENT TESTING 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATION AGAINST SHALL CONTAIN BUT NOT BE LIMITED TO THE FOLLOWING: 10. ALL EROSION AND .L EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO LABORATORY TO PERFORM SPECIFIED TESTING. LABORATORY SHALL CONFORM TO Date issued: 1110112006 STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. THE START OF C 'HE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. E329CABTHE TESTINGELAB ISFTOSSUPPLY7THE ENGINEER WITHTCOPIES OF ALL STM project Number: 04.17R . TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE PLACED. DEWATERING SHALL BE USED AS REQUIRED. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. PRO^TOR AND COMPACTION TESTS, CONCRETE TESTS, AND ASPHALT TEST RESULTS. MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 11. WHEN CONSTRUCT HEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS SHALL BE THE TESTING LAB IS TO CERTIFY TO THE ENGINEER, IN WRITING, THAT ALL TESTING Designed by: KR :SHAPED AS REQUIRED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN REQUIREMENTS .REQUIRED BY THE CITY OF CLEARWATER, HEALTH DEPARTMENT, DEP, MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3. ALL ROUND STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III PER 4. ELECTRIC VALVES. RESHAPED AS RED ASTM C76 UNLESS OTHERWISE NOTED ON PLANS. ELIPTICAL RCP SHALL BE CLASS 5. GAUGE 14 OF COPPER WIRE. ACCORDANCE WITF ;CORDANCE WITH THE PLANS FOR PHASE ONE. AND PINELLAS COUNTY, FOR THE IMPROVEMENTS AS INDICATED ON THE CONSTRUCTION Drawn by: RR-~ 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE HE-III PER ASTM C507. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. T - 12 CON RACTOR IS 1 DRAWINGS, HAVE BEEN SATISFIED. ONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY 15. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION 4. HDPE STORM PIPt= SHALL MEET THE REQUIREMENTS OF ANSI/ASTM D1248 TYPE III, WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS THE PIPES BALES OR SILTATI ALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, AT THE CONSTRUCTION SITE. Revisions: AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING CATEGORY 4 OR 5, GRADE P33 OR P34, CLASS C; CORRUGATED O.D., SMOOTH SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. STREETS, STORM TREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. ' 16. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND No. Date Description ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST WALL LD., WITH GASKET D COUPLINGS. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN FER'!I_IZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT 5. PVC STORM PIPE; 15" AND LARGER SHALL CONFORM TO ANSI/ASTM D3034, BIRD OR APPROVED EQUAL. NYL COATED CHAIN LINK FENCING AREAS UNTIL, THE PROJECT IS COMPLETED-AND ACCEPTED BY THE OWNER. 7 THE END OF THE WARRANTY PERIOD. TYPE PSM SDR 35. UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL SUBMIT A SYSTEM LAl"-OUT ALONG WITH CATALOG VINYL' C®A SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR 17. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO 2 " AND HARD1 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING 6. PVC STORM PIPE, 12 AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150 APPROVAL PRIOR TO INSTALLATION. ID HARDWARE CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. 3 FROM THE SITE SHALL BE SODDED WITHIN 3 DAYS OF EXCAVATION. ALL OTHER STANDARDS, UNLESS OTHERWISE NOTED. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. t. CONTRACTOR TO )NTRACTOR TO SUBMIT SHOP DRAWINGS THAT SHOW DIMENSIONS, SIZING, GAUGES, 18. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED 4 INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO 7. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE FINISHES, JOINTS 'WISHES, JOINTS, ANCHORAGES, RESPECTIVE LOCATIONS, AND MATERIAL COMPLIANCE. OR EXISTING PAVEMENT TO BE ELIMINATED. ISSUANCE OF A CERTIFICATE OF OCCUPANCY. TRAFFIC RATED FOR H-20 LOADING. GAMING MATERIALS SHALL BE SEAMLESS STEEL PIPE, ASTM A120, STANDARD WEIGHT 5 8. MATERIALS AND ONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE 2. FRAMING MATERIAL 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. SCHEDULE 40. iCHEDULE 40. ~ 19. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM 6 SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH. PAVING NOTES c TERMEDIATE POSTS SHALL BE 2-1/2" OUTSIDE DIAMETER WEIGHING 3.65 LBS. PER SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, 9. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) 3. INTERMEDIATE P0. PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH OF THE STORM PIPES(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A LINEAR TOOT. C .WEAR FOOT. CORNER AND END POSTS SHALL 8E 3" OUTSIDE DIAMETER WEIGHING IF REQUIRED. ~ PRELIMINARY SET STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION ANO THE STRUCTURE WALL(S) GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. PROPOSED JOINTING PATTERN TO THE ENGINEER FOR APPROVAL. 5.79 LBS. PER t i,79 LBS. PER LINEAR FOOT. 20. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL 2. THE CONTRACTOR IS TO PROVIDE A 1/2" PREFORMED BITUMINOUS EXPANSION JOINT 4. CHAIN LINK FAB RI CAIN LINK FABRIC SHALL BE PVC COATED GALVANIZED STEEL: STEEL WIRE, ASTM DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES ®PERMITTING SET UNSTABILIZED STOCKPILE REMAIN AFTER TEN (10) CALENDAR DAYS. MATERIAL WITH SEALER, AT ABUTMENT OF NEW CONCRETE AND ANY EXISTING STRUCTURE A641, TENSILE S' OR PAVEMENT. THERMAL FUSION X641, TENSILE STRENGTH 75,000 PSI, GALVANIZED (0.30 OZ./SQ. FT.) AND COATED BY i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE CHLORIDE OVER 'HERMAL FUSION BONDED METHOD WITH 7 MILS. OF FADE-RESISTANT POLYVINYL OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ~ CONSTRUCTION SET ;HLORIDE OVER A THERMOSET BONDING AGENT. BOND SHALL BE GREATER THAN ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE N HA E CLEANED OUT SANITARY SEWER NOTES WITH FDOT STANDARD SPECIFICATIONS 971-12. COHESIVE STRENi REGULARLY, ESPECIALLY AFTER EACH RAINFALL A D S LL B ;OHESIVE STRENGTH OF VINYL. .HELICALLY WOUND AND WOVEN TO MESH FROM BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK AND/OR REPAIRED AS REQUIRED BY THE CONTRACTOR. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL AROUND THE PIPE W UNFINISHED GAUP 1NFINISHED GAUGE WIRE. CUT ENDS COATED WITH PVC. THE WIRE SHALL WITHSTAND SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, SEC / TWP / RGE ~ BREAKING LOAD OF L,290 LBS. ORDINANCES AND REQUIREMENTS. 1. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL HAVE A MINIMUM OF 36 HEN THE A BREAKING LOAI DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS INCHES OF COVER. LESS THAN TWELVE 12 INCHES. ( ) 5. ACCESSORIES: :CESSORIES: 21. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO ~ ~ 29S -15E WATER SYSTEM NOTES 2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF 5. STANDAR IND X R F R " D E ES E E TO THE LATEST EDITION OF FDOT ROADWAY AND -TENSION WIRE SHE ;NSION WIRE SHALL BE 7 GAUGE PVC COATED GALVANIZED WIRE. COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH PVC PIPE, ANSI/ASTM D3034, TYPE PSM, SDR 35. PIPE JOINTS TRAFFIC DESIGN STANDARDS. -TIE WIRE SHALL B 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES Of COVER. SHALL HAVE RUBBER GASKETS PER ASTM D3212. ALL SANITARY SEWER PIPELINES WIRE SHALL BE MINIMUM 9 GAUGE STEEL WIRE. THE BEST RECOGNIZED TRADE PRACTICES. PINELLAS COUNTY SHALL BE SOLID GREEN IN COLOR. 6. HEAVY DUTY PAVEMENT IN THE FIRE ACCESS PORTION OF THE DRIVEWAY SHALL -POST TOPS SHALL 2. ALL WATER SYSTEM WORK SHALL CONFORM TO CITY AND HEALTH DEPARTMENT CONSIST OF: (1) 2-1/2" SOLID CONCRETE INTERLOCKING PAVING UNITS A DRIVE FIT, WEAT )ST TOPS SHALL BE PRESSED STEEL OR MALLEABLE IRON, DESIGNED AS DRIVE FIT, WEATHER TIGHT CLOSURE CAP FOR TUBULAR POSTS. 22. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER GUIDELINES AND SPECIFICATIONS. 3. ALL SANITARY SEWER WORK SHALL CONFORM TO CITY AND DEP REGULATORY -STRETCHER BARS MANUFACTURED TO ASTM C936 STANDARDS (2) OVER CLEAN DRY NON-PLASTIC 'RETCHER BARS WHERE USED SHALL BE ONE (1) PIECE LENGTHS EQUAL MAY BE CAUSE FOR THE WORK TO BE UNACCEPTED. DEVIATIONS SHALL RECEIVE Permit No. 3. NEW WATER MAINS 4" AND LARGER SHALL BE DUCTILE-IRON PIPE (DIP) STANDARDS AND SPECIFICATIONS. BEDDING SAND-CEMENT MIXTURE CONSISTING OF 7 POUNDS TYPE I CEMENT PER TO FULL HEIGHT I FULL HEIGHT OF FABRIC WITH A MINIMUM CROSS-SECTION OF 3/16" X 3/4". WRITTEN APPROVAL FROM THE ENGINEER. tOVIDE STRETCHER BARS FOR EACH END, CORNER AND PULL POST. CITY FLS2002-080621PLT2002-11006 AWWA C151, WITH CEMENT MORTAR LINING COMPLYING WITH AWWA C104; 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING 100 POUNDS OF DRY BEDDING SAND. CONSTRUCTION METHODS AND INSTALLATION PROVIDE STRETCHI CLAS 51 UNLESS OTHERWISE INDICATED. LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND IN ACCORDANCE WITH FDOT SECTION 526 (2004 STANDARDS). (3} 12" LIMEROCK 6. END, CORNER OR VD, CORNER OR PULL POSTS SHALL BE PROVIDED AT EACH TERMINATION AND 23. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND CTTy FLS2004-12083lPLT2005-00001 :RANGE IN HORIZONTAL OR VERTICAL DIRECTION OF 30 DEGREES OR MORE, LINE PERMITTING. " D2241 LATEST EDITION. ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNERS ENGINEER OF OR CRUSHED CONCRETE BASE (MIN LBR 100} MEETING fDOT SECTION 911, SPREAD CHANGE IN HORI; 4. WATER MAIN PIPING 4 AND LESS SHALL BE SDR 14 PER ASTM ANY CONFLICTS OR DISCREPANCIES. AND COMPACTED TO MIN 98% T-180 PER FDOT SECTION 200 OVER (4) 12 POSTS SHALL BE 'OSTS SHALL BE SPACED UNIFORMLY AT APPROXIMATELY 10 FT. ON CENTER. '.DEP CS52-0032571-027 5. WATER SERVICE PIPING LESS THAN t-1 2 INCH DIAMETER SHALL BE GRADE 1, TYPE1, 5. ALL SANITARY SEWER MANHOLES, CASTINGS, AND COVERS SHALL BE TRAFFIC RATED STABILIZED SUBBASE (MIN LBR 40) CONSTRUCTED AND COMPACTED TO MIN 98% CHECK EACH PO' / T-180 PER FDOT SECTION 160. DURING PLACEME 'HECK EACH P05T FOR VERTICAL AND TOP ALIGNMENT AND HOLD IN POSITION 24.- THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, SIVFWMD 46022809.000 )URING PLACEMENT AND FINISHING OPERATIONS. SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) SCHEDULE 40 PVC PER ASTM D1785, WITH JOINTS COMPLYING WITH ASTM D2466. FOR H-20 LOADING. 6. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED 6. THE CONTRACTOR SHALL REMOVE BY PUMPING, OR OTHER DEWATERING MEANS 7. PAVEMENT SECTION IN THE REMAINING LIGHT DUTY PORTION OF THE DRIVEWAY 7. BRACING: INSTAL SLEEVE TYPE JOINTS. APROVED BY THE ENGINEER, ANY WATER ACCUMULATED IN TRENCH EXCAVATION. SHALL SCONSIST OF (1) 2-1/2" CONCRETE PAVERS AS DESCRIBED ABOVE OVER CORNER POSTS I RACING: INSTALL HORIZONTAL PIPE BRACE AT MID-HEIGHT AND ON EACH SIDE OF TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.65D, SUBPART P, WHICH IS DOH 0125966-110-DSGP )ORNER POSTS END, AND PULL POSTS, FIRMLY ATTACH WITH PROPER FITTINGS. NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. NSTALL DIAGONAL TENSION RODS AT THESE POINTS. INSTALL BRACES SO POSTS ARE -THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. 7. ALL GATE VALVES 2" AND LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE 7. THE CONTRACTOR SHALL INSTALL ALL BRACING, SHEATHING, AND SHORING NECESSARY (2) 6" LIMEROCK OR CRUSHED CONCRETE BASE AS DESCRIBED ABOVE OVER (3) INSTALL DIAGONA TYPE COMPLYING WITH AW A C509. MIN WORKING PRESSURE 200 PSI UNLESS OTHERWISE TO PERFORM AND PROTECT ALL EXCAVATIONS INDICATED ON THE PLANS, AS REQUIRED 12" STABILIZED SUBBASE AS DESCRIBED ABOVE. PLUMB WHEN DII W FOR SAFETY OR AS DIRECTED BY THE ENGINEER, OR TO CONFORM TO GOVERNING 'LUMB WHEN DIAGONAL ROD IS UNDER PROPER TENSION. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. - A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND APPROVED Project Name INDICATED, AND SHALL BE UL/FM LISTED. SAFETY LAWS. 8. PAVEMENT SECTION IN THE NEW TURNAROUND AT THE SOUTH END Of FREEDOM B. TENSION WIRE: T :NSION WIRE; PROVIDE TENSION LINE AT BOTTOM OF FABRIC AND AT TOP. INSTALL ~ THE ENGINEER. 8. VALVE BOXES APPROVED BY CITY SHALL BE PROVIDED FOR ALL VALVES INSTALLED DRIVE SHALL CONSIST OF EITHER (a) FIRE ACCESS DRIVE PAVEMENT SECTION TENSION WIRES I 'ENSIGN WIRES BEFORE STRETCHING FABRIC AND TIE TO EACH POST WITH TIES OR 25. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. CLEARWATER UNDERGROUND. THE BOX SHALL BE ADJUSTABLE TO FIT THE DEPTH OF COVER OVER 8. BACK FILL MATERIAL SHALL BE PLACED BY HAND FROM THE BOTTOM OF THE PIPE TO DESCRIBED ABOVE, (b) 6" REINFORCED CONCRETE OVER 12" STABILIZED SUBBASE CLIPS. ATTACH :LIPS. ATTACH TO FABRIC WITH HOG RINGS 24" O.C. MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. THE VALVE AND SHALL PREVENT THE TRANSMISSION OF SURFACE LOADS DIRECTLY TO 1 INCH ABOVE THE PIPE AND SHALL BE THOROUGHLY COMPACTED BY MECHANICAL DESCRIBED ABOVE OR C 1" TYPE S-III OR TYPE SP-9.5 FINE SURFACE COURSE HAND TAMPERS. FROM 1 INCH ABOVE THE PIPE TO THE SURFACE, BACK FILL 9: FABRIC: INSTALL THE VALVE OR PIPING. THE VALVE BOX SHALL BE PROVIDED WITH A COVER MARKED MATERIAL SHALL BE PLACED IN 6 INCH LIFTS AND COMPACTED TO 100% T-99, OR OVER 4-1/2 TYPE S-1 OR TYPE SP-19.0 FINE STRUCTURAL COURSES (2 LAYERS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE VILLAGE PHASE 46RIC: INSTALL FABRIC ON SECURITY SIDE OF FENCE, AND ATTACH TO FRAMEWORK DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT WATER , WHICH SHALL BE CONSTRUCTED SO AS TO PREVENT TIPPING OR SO THAT FABRIC i0 THAT FABRIC REMAINS IN TENSION AFTER PULLING FORCE IS RELEASED. PULL PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE ONE A RATTLING. AS DIRECTED BY THE ENGINEER. 2-1/4) PER SECTION 331 OR SECTION 334 FDOT STANDARD SPECS OVER FABRIC TAUT ANf BASE AND SUBBASE AS DESCRIBED IN #6 ABOVE. APPROXIMATELY 'ABRIC TAUT ANDS TIE TO POSTS, RAILS, AND TENSION WIRES. LEAVE THE SOLE RESPONSIBILITY OF THE CONTRACTOR APPROXIMATELY 2 BETWEEN FINISH GRADE AND BOTTOM SELVAGE. 9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE CITY UTILITY AND FIRE MARSHALL. RY E TE TIN AND ~ 10. TIES: FABRIC Tf SANITA S WER S G TIES: FABRIC TO RAILS AND BRACES AT 24" O.C. AND LINE POSTS AT 14" O.C. 26. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL Pro ect Address PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR 1 10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. INSPECTION REQUIREMENTS 11. HOG RINGS: AT BOG RINGS: ATTACH FABRIC TO TENSION LINES AT 24" O.C. MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. 11. PIPE RESTRAINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ~ ON DETAIL SHEET C6.1A t. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A MIRROR AND TAMPING INSPECTION BY 12. STRETCHER BAR, STRETCHER BARS: EXTEND THROUGH FABRIC AND SECURE TO END, CORNER AND ~ 370 State Street PULL POSTS WITH BANDS OR CLIPS SPACED NOT OVER 15" O.C. Clearwater, FI CONTRACTOR, CITY INSPECTOR AND ENGINEER OF RECORD. TELEVISION INSPECTION BY PULL POSTS WI 12. BACK FILL MATERIAL SHALL BE PLACED BY HAND FROM THE BOTTOM OF THE PIPE TO CONTRACTOR ONLY IF REQUESTED BY CITY, AT CONTRACTORS EXPENSE. CONTRACTOR TO t INCH ABOVE THE PIPE AND SHALL BE THOROUGHLY COMPACTED BY MECHANICAL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. HAND TAMPERS. FROM 1 INCH ABOVE THE PIPE TO THE SURFACE, BACK FILL MATERIAL SHALL BE PLACED IN 6 INCH LIFTS AND COMPACTED TO 100% T-99, OR 2. THE CONTRACTOR SHALL PERFORM EITHER AN INFILTRATION OR EXFILTRATION TEST ON AS DIRECTED BY THE ENGINEER. ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE DEP PERMIT. MAXIMUM Drawing Title 13. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE ALLOWABLE LEAKAGE RATE: 200 GPD PER INCH PIPE DIAMETER PER MILE, OR AIR PIPE TO ENSURE DIFFERENTIATION FROM POTABLE WATER PIPING. TESTS CONFORMING TO ASTM F1417 FOR PLASTIC PIPE. TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY AND ENGINEER FOR SITE APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. CONSTRUCTION 3. MANHOLES SHALL BE INSPECTED FOR DAMAGE AND TESTED FOR WATERTIGHTNESS ORIGINAL SPECIFICATIONS /IIIAI AR LJCAA A~l1tlC I]I11 IIAI\ITAI\IC11 rAl'1 A II/\I I[]P AI'f 1/A l11 II III TC[•T kmnv crr nuw F1ovvr- r{im m„inrnnvF-u rvr% c nVUFXQ vr% VMV VUm IWr RECEIVED METHOD ASTM C1244) PRIOR TO PLACING INTO SERVICE. Drawing Number WORK WITHIN RIGHT OF WAY NOTE NOV 2 9 2006 ALL WORK WITHIN BOTH THE PINELLAS COUNTY AND CITY OF CLEARWATER RIGHTS OF WAY REQUIRES A RIGHT OF WAY PERMIT. THE CONSTRUCTION PLANNING DEPARTMENT WITHIN THE R.O.W. MUST MEET COUNTY OR CITY STANDARDS AS APPLICABLE. CITY OF CLEARWATER IC1 N2A 0 0 i ' DEMOLITION NOTES e ; ® EX. WELL TO BE REMOVED. ' : ® 1? REMOVE PORTION OF 2" WATER LINE. INSTALL 09 EX. C.O. TO BE REMOVED AND CAP PIPE. o EX .HYDRANT ® CAP AT END, CITY TO DETERMINE LOCATION. m ER POLE TO BE REMOVED RELOCATED. 1® EX. STM. INLET AND PIPE TO BE RELOCATED. [2 EX. POW / E . j ' TO R E MA N DEVELOPER 11 EX. CONC. CURB TO BE REMOVE AND REPLACE . 03 EX. GRAVEL DRIVE TO BE REMOVED. _ © EX. 3/4" PVC WATER SERVICE TO BE EXTE ED. C . 0. • ? ® EXISTING DWELLING + SLAB + FOUNDATION TO BE REMOVED. ~ RELOCATE CURB STOP. ADD SLEEVE AROU PIPE ~ r ~ U ~e ~ • V M ® 05 ALUMINUM SHED TO BE REMOVED. UNDER PAVEMENT. ¦ z - © EX. CONCRETE WALK TO BE REMOVED. ® i ~ CW7 y 1[]3 EX. DRIVEWAY TO REMAIN. 7? EX. SEPTIC TANK & DRAIN FIELD TO BE REMOVED. r a i ~ - EX W.M.® ~w ® ® EX. CONC. PAD AND ELECTRICAL RANSFORMER BOX ' 9 p ® TO BE RELOCATED. EX W.M. ~ ~ - ~ []5 EX. MAIL BOX TO BE RELOCA ED. ¦ ~o ~ . d . ~ ~ N 1 , z . n . ~a DEMOLITION NOTES - ALL WORK 2 DEMOLITION. OF THE SITE INCLUDES THE REMOVAL ® INSIDE TREE 9 /RELOCATION OF ALL EXISTING STRUCTURES WITHIN ~ ~ CL ® I P ' a PROJECT AREA, INCLUDING PAVING AND BASE, CANOPY TO BE UTILITY LINES (SANITARY SEWER, STORM PIPES, I- I- DONE BY HAND. WATER LINES, POWER POLES, OVERHEAD AND \~.i \ \~.i \ \~.i \ UNDERGROUND POWER AND TELEPHONE CABLES, ® I I I I I I l 1 l~ , ® ROOT PRUNE PER E X . C . Q EX.6" PVC SA ~ ~ Z ~ GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT I I I I i~ i\ i • x® ~ ~ o a We EX. INLET ~ LIMITED TO WHAT S SHOWN. -l. 7 -l. ANSI 300 ® ~d 3 W REMOVAL OM ALL CAVITY & EXCAVATION RESULTING FR \.i 1\.i,1\ 1\. OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, ® ~ ~ -t ~ /-t ~ / SIGNS, AND POLE BASES SHALL 8E FILLED WITH ® i' ' I I I' O ~r~; ' ~ TO REMAIN W APPROVED SUITABLE MATERIAL AND COMPACTED IN L_ I_ - I- I_ I- ~ 1 ~ ~ ~ ~ -1- ~ ~ 7 --1. / f1 f) - Z aU 12" LIFTS TO MIN. 95% OF MAX DENSITY. ° ~ ¦ ° ~ _ 9/8 ~ ~a ~ ~ 3~ OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND ~ I' I' I' I' I I _ TWIN ~ ~ _ I- CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID ® ~ ~ ~ ~ ~ ~ ~ ~ ~ ® % 7 -1. 7 WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., X ~ ~ ~ ~ ~ ~ ' ENGINEER OF RECORD X ~ \ ~ ~ AND CITY OF CLEARWATER. \ .i ~ \ ~i \ \ ~ \ \ .i \ \ X~ _ ' ¦ ~ n / EX.6" PVC SAN d"~:¦°1 • EX . C . 0 . ? ~ ~ g °o - - - - - - - - INSTALL I' I I I I ' EX. TREE TO BE REMOVED. ® ~ ~ ~ ~ ~ I~ I~ ~ EX. TWO ~~N m ® BARRICADE N ~ W~Nn i I~ vh W ,'ii'-. 62 t SEE DTL L1°1A ~ I - . = ~ O Q ~ ~ f; I M~~ N ~C ' . ~ 4'9IWY ef, ® I STORY BLD >z~LLE~~~ a+ °~~l~'m~°`~• - - - --P~LC_!lyAT ~ Z s o ~ ~ti , ,W + , LEGEND I - TO REMAIN------- - - aU y I I _X.C.S~ } ~ o ~ TO REMAI ~ o~Y;"tdi`~ , W o ~ z c~~• U~ ~ , ~ , . EX. BUILDING ® ~ ~ TO REMAIN ® I I RE I ~ ~ I I I ~ WW ~ ~1~JN L~ l~ ~ L~ a Y ~ W ry ~ fit.. ~ W ~ 4 I I I I I I I EX. BUILDING I I I ~i. _ ~ ~~Z I~ ~ Oa~.~'' ~3 Wok TO BE REMOVED I I I y A '~7LL ~ ~ ® \ o U~ Q I I ~~NW o W ® L_ ___J o ~~W ~L~l~~ J =a ~ 1~ a, © i ''~d • EX. CONCRETE ~ . gU~ a I • TO BE REMOVED I i ' d a'~ I ~ ~ o U W ~ o W J o~ ~ EX. GRAVEL I r,=~ TO BE REMOVED I ~0,~ W Q 4 '~j ° ~ o ~ ~ Date issued: 1110112006 .•yy .v V= v.v. ~ f • W > ~ ~ X Project Number: 04.178 ® v. ` ® J~ .v"~ 1_r~~ ¦ s~¦~¦~¦ W ®,y ~ X Designed by: KR iii ~ ~ Ali ~ ~ ~ ~ ~ ~ ~ ) v-. a . ~ a Drawn by: RR-AZ ® ¦ ~ ~J i ~ I~ I it i i i i i ' ~ E X . W . M . Revisions: ~ ~ No. Date Description I I I I v ~ ~ I s ~ i~ ~ ~ ~7 I ~ ~ - W ~ I \ ~ i . ® .rt , % f EX _3-f4"_PVC_WATER~,_ ; I. I ~ ~ . 3 : X 2 TO REMAIN - ¦ 3 i i~ i i~~ i ~T ~ TO REMAIN ~ ; 5 EX_3 4" PVC WATEf~ ¦ ::::::::::::::d~::: - :..i~ 6 TO REMAII~y ~ - e; ~ , > a i > y r ~ y Q V f~ I ~ ' ~ 4 ~ ~ ~ \ ? PRELIMINARY SET I I a~eeree>r'eleeee .~AeAe~lte>~,e , X I Y . , .3 .a X X ~ ~ r~~ ~ ^ ®PERMITTING SET e ® ; 9 ~ CONSTRICTI ~ ° ? CONSTRUCTIONSET ' ~ ~ SEC / TWP / RGE -~c' - - Y.- ' EX.6" PVC SAN ~ ' 0' AREA X ~ , v-~ W>~ . ® ~ ~ 'v ~ .0 ® - , ¦ . 'V V~. ~ ~ Y. ' • PINELLAS COUNTY ® i~ \ \ ~ , Y I i y - ~ 0 I v EX.3f 4~~ PVC WATER o ~ Permit No. a :::.::................ti::............:j ..V s V . , ~ ~ Y~'- TO BE EXTENDED RELOC TED CITY FLS2002-080621 PLT2002-11006 \ ~ ~ ' ? r . X.C.S. ~ ; \ V . nruruu¦ ¦ ¦ u¦ urunrurruuruunnnuruuurrr¦ ® ¦rr¦ ¦r~y rnurrrrr~uururuounuurrrnrnrrrrurrrrruurorrrrurununnnurrrrrurnnrrurrrur¦ ¦ru nrnuunrrunrr¦ nnnnrnrtrrnrruru R E M A I Z o ~ 91 9 9 CITY FLS2004-12083 / PLT2005-00001 ~ 0Z ¦ v ~ ~ O DEP CS52-0032571-027 -J_ ¦nsurrrrrurrur¦ ~ ~ T ~~JJ\ I SWFWMD 46022809.000 e~ 0® oar ®®e~ee 1-~ , I' ~ ~ . ~ I T W I (V DOH 0125966-1I0-DSGP 1 ~ ®w ~ ®RIGINAL _ EX. WDOD CABLE FENCE ~aa ~ ~ X V X RECEIVED' ¦ Project Name \ , °Q0~ ~ ~~w`'1 ~ 9 2~6fi C~ II I ; ~{7 ~ , X®~ p~N CLEARWATER o 1 D a _ NING DEPARTMENT ~ clTVOF rl<.I:a~~w~T~~ VILLAGE PHASE - - - - eee®ee ®13 ®eee®ee® ~ J9 e eeAeee¦i¦eee¦I~eee¦eeeee~eeee¦eeee~e' e ~ eeseee®ee eees~eeeel~eee~eeee~eeeeee - ONE A ¦ 26 w e e ~eee¦e~ e e eee¦ a e~¦¦ie e e e, eeli e e e~ e e ,e• e e ewe e e eeee~ e e e e e~ e e e, e~ e, ee~ e ~oimimimimimimimimimioiois imimlmioimim~mimimimimlmioimlmimialoimimimisimimimimimimisimisimimimimimi~mimimimimimimimimimimimisimim . . 1 I imimimisimim mimisimisimisimim mimioimimimimimimimimimimimimimimieimimimlmisimioiaimimimimimiml M A I N~ Project Address B EX. SAN MH 1370 State Street unrruurr¦¦urrrurrrrrrunrrrrrruururrrrruurrurururr¦ ~ • 0 TOP 13.0 Clearwater, FI 0®®® 00 DD ~®ee®®®eee¦®e ~0 INV. 4.47 8" PVC N E ® 9 f) D a~? ® INV. - 4.43 8" PUC W Drawing Title rr~ - . hrunrrr¦®unrru urrrrrorrun¦ $¦unrsrnururrurruurrnrrrrrrrrrrrrrrr ¦rrrirrnuuunrunnrr¦ 0 ° - nurnrnrurnrrrrrrrrrrrrrrrnrnrun¦ ~ nruurrrrriurrrnrrrrrrrrrrrrrrrrrrrrrrnunrrnrrr • .......................o~,,~. CIVIL SITE DATA - UP ~ X UP e eee~¦e,e®eee®ee eeu¦¦ee®e®e®eee~ee e® CE pp SCALE, 1000' Drawing Number INV. 1.87 12" DIP SOUTH Ex. WOOD/CABLE FENCE INV. 3.50 12 DIP WEST TO REMAIN INV. 3.64 8" PVC EAST C ITY OF CLE A RWATER 10 0 5 10 20 jC2MlA ~ i I J NEW FHA TO B E ? INSTALLED & IN ? _ _ SERVICE BEFORE T :LOT 27 ITE DA A S ~ I APPROVED PROPDSED REQUIRED-MDR-STD ~ I NEW BUILDING EX.HYDRANT a FHA ' " ~ CONSTRUCTION TO REMAIN DEVELOPER LOT AREA: 4,561 S.F. 4,561 S.F. N A ~f • BLDG AREA: 2,244 S.F. 2,537 S.F. N A O I ~ ~ ON PROJECT SEW 4' ~ry NA ~ I , DRIVEWAY AREA: t3s s.F. o s.F. ' 9 ~ I ? Z ~ IMPERVIOUS SURFACE RATID: 0.52 0.56 0.75 MAX SIDEW LK ~ _ ~r REMAIN A ~ SIDE (N): 0' 3' 5' MIN ' AREA ~ ~ ~ ~ SIDE (S): 25.85' 15' 5' MIN ~ SETBACKS. ® _ _ _ _ e e ee®e , e~ e e ee®e e ~ aw eee®ee eeeee~,ee~eee~ee ~ ~ ' ~ SIDE (E): O' 0 0 ~ (MIN) J a SIDE (W): 10' S' 5' MIN I W LOT WIDTH: 37.72' 37.72' N A ? Z ~ ~ I ~ I~ ATA: LOT 28 ~ ^ SITE D I w 0 AREA: 2 457 S.F. 2 457 S.F. N A LT , R3~ ~ ~ I ~ a EA: N A BLDG AR 1,725 s.F. 1,905 s.F. D] I DRIVEWAY AREA: 142 s.F. o s.F. N A oJ~J~ ~ EX. INLET ~ W~ IMPERVIOUS SURFACE RATIO: 0.75 0.7g 0.75 MAX Z SIDE (N): 5' 0' S' MIN ' ~ "W~ ~ TO REMAIN d->~o o ^ SIDE (S): 17,91' 15.0' 5' MIN a SETBACKS: SIDE (E): ~ 0' 0' (MIN) o ~ e I • NW~Ww ,~g~~ 8„ ~ SIDE W : ~ W ~ M ~ w~ ' Z]~~ TWIN ~ 0 0 0 I- A , E PAVE J ~ W ~ W I z aU LOT WIDTH: 27.32 27.32 N A Q ' . O . D S Y. • c.~ ~ ~ ' I I ~ D . . T 29 DATA. L IT 3' TRANSITION Q W - ' (TYP) I ENGINEER OF RECORD ~ LOT AREA: z,92o s.F. 2,s2o s.F. N A W > I- • . W ® ~ I BLDG AREA: 935 S.F. N A V 1,725 S.F, 1, ~ i e z COMMON AREA e e e epee W 1 Q' ~ v n DRIVEWAY AREA: 203 s.F. o s.F. N A ~ _ W 8 X38 S.F. ' ' UTI L TY ~ n IMPERVIOUS SURFACE RATIO: 0.66 0.66 0.75 MAX ~ I ~ W - ~ EASEMENT °M~~ ~ Nin~~ m SIDE N : • N W ' ^ PAVED AREA ~ , 8.3 0 5 MI > GARAGE 1.0 .n. 98.E 7.~~ Z SIDE s : ~ - ~ 5 639 S.F. 15 15 5 MIN F- ~ SETBACKS: I r MIN SIDE (E): 5' 5' 5' MIN { ) ~ SIDE (W): 0' 0' 0' W z , ~ 0 3 32.32 0 LOT WIDTH: z.32 N A ® e UJ W Q ~ I' W ~ oa.~NM ~ N3 ,F~oQ, 3 I LOT AREA ¦ ~ O/ ~ J"wQ Wo ~ ~ ~ I ~ U~ a Y ~ T 30 SITE DATA. L ~ I u 1 NJ ~ ~ LOT ARE ' ~ I W I LOT AREA: 3,154 S.F. N A ° m BLDG AREA: 1,725 s.F. N A ~ ' 3~1 Q W Date issued: 11~Q1~2QQ6 . 7 5 DRIVEWAY AREA. tot s.F. N A I ~ ¦ ^ / \ ~ ~ Project Number: 04.178 l d'~ IMPERVIOUS SURFACE RATIO: 0.59 0.75 MAX ® ~ L ' I D D I DLDG ARE T Designed by: KR • , , SIDE (N). 5 5 MIN , 7~ SIDE (S): 28,50' S' MIN LOT AREA 7 S ~ Drawn by: RR-AZ SETBACKS: (MIN) SIDE (E : 0• p' 00 2 4' , ' 1 51DE (W): 5 5 MIN ® ~ d' ~ Revisions: 1 I ~ No. Date Description LOT WIDTH: 32.32' N A " U~ ® RLD AREA NEW 4' ~ ACCESS EASEMENT TO ~ ITE DATA: LOT 31 ~ o S • 1 725 . F. ^ SIDEWALK I ~ BE PROVIDED TO HOA 2 N " O OT REA: 3 too s.F. 5 L A NA ~ , & CITY OF CLEARWATER s ~ • N ~ 0~ i 4 BLDG AREA: 1,725 s,F. N A ~ -~--LZ " N ~ NEW CURB FDOT ~ ~ 5 DRIVEWAY AREA: tts s.F. N A ®N LLLLLLLLLL ® ~ ® LLLLLLLLLL ~ IMPERVIOUS SURFACE RATIO: 0.59 0.75 MAX I i l l l l O LL LL L17 8. U ~ TYPE E MODIFIED i SEE DETAIL s SIDE {N): 5' 5' MIN LL LL ~ PATI NEW HC RAMP I SHEET C6.1A. SIDE S : ~ ~ LL~~~~~~LL ^ O ® ~ t3.e 5 MIN LLLLLLLLLL SETBACKS: ® _ _ ~ PRELIMINARY SET SIDE E : ~ LLLLLLLLLLLLLLLLLLLLLL ~ (MIN) 8.8 5 MIN NON-SLIP i ORIGINAL ~ LLLLLLLLLLLLLLLLLLLLLL Q NEVI SIDE (W): 0 o LLLLLLLLLLLLLLLLLLLLL Q NEW CURB FD OT SURFACE ~ RE~EIVEI? ®PERMITTING SET 1 1J_L L L IJ~I J~ .LLL L L pQ TYP LOT WIDTH: 39.28 N A pQ TYPE E MODIFIED (SEE NOTE) I CONSTRUCTION SET ¦ ~ R~~',i ~ 91L~06 ? ~ ~ i~ COMMON AREA: 8,138 S.F. ¦ ~ ~ PROJECT AREA: 24,330 S.F. N EW H EAVY D UTY ~ PLANNING DEPARTMENT SEC / TWP / RGE 2.95 • ' ~ ~ PAVEMENT ~ CITY OFGLEARWATER 13.6 3 3.29S -15E ~ ' (SEE DET. C6.1A) ® JJJJJJJJJ LLLLLLLLL ¦ JJJJJJJJJ LLLLLLLLL N PINELLAS COUNTY _ JJJJJJJJJ LLLLLLLLL t~ ? J_ 1J Ll ' _L ^ I PATIO . J_ W Ll PATI O _L / d' ~ O Permit No. NOTES. d- ¦ JJJJJJJJJ LLLLLLLLL ¦ ~ m ¦ ¦ JJJJJJJJJ LLLLLLLLL ^ " N 1. CLEARWATER VILLAGE ONE-A IS AN ~ LLL / N `T V ~ CITY FLS2002-08062IPLT2002-11006 CLEARWATER VILLAGE JJJJJJJJJ LLLLLL ~ EXTENSION OF O JJJJJJJJJ LLLLLLLL q- 6 ~ CITY FLS2004-12083 / PLT2005-00001 sees e e ee~ e e ewe PHASE ONE AND SHOULD BE REVIEWED - - - - _ - - - - - - ~ IN THAT RELATIONSHIP. ! W ^ ® z ~ _ DEP CS52-0032571-027 BUILDING LOCATIONS ARE APPROXIMATE ® . , Q~ CABLE FENCE w O 2. A5 THEY HAVE NOT BEEN DESIGNED. J N - N I; HOWEVER, THE ACTUAL AND FINAL ~ ~ ~ N EUU TU RNAROU N s~wMD 46022809.000 DOH 0125966-110-DSGP C1J ~ BUILDING WILL BE WITHIN THE HATCHED ~ ~ W ' O¦ ~ AREA SHOWN. , ¦ ~ ® ~ ~ , ~ Q ~ p ~ ~ ~ Project Name • - - - - y~e 'e e e e e e 4 .84' in CLEARWATER e e e e e e, ele¦e e e e® t o e iee~eee~¦ee e e ,~e~se eeyeeee~ee, e e e e VILLAGE PHASE V LEGEND 2 5 ~ 2 NEW .END OF ROAD I I . L_LL. MARXER (18"X18") .ONE A EX. BUILDING E N Y IV RED DIAMOND . \ Project Address . PERIMETER NG ALO ®e®®eeee¦®e,®®® 2 NEW "NO PARKING" NEW BUILDING "EMERGENCY VEHICLE 1370 State Street NEW CONCRETE ¦ USE ONLY" SIGNS PER NFPA1 Clearwater, FI ~ 1 I CH.18-2.2.5.7 8c 2.2.5.8 e- NEW HEVY DUTY Drawing Title , e e e e e e,l UP PAVERS ~ SEE SPEC C1.2A ~ i { ) , , 0 I/ACA TED STA TE STREET 24 x40 P P STAKING SITE NEW HEVY DUTY EX. wOG ' PAVEMENT ORDINANCE No. 7370-05 Jan 20, 2005 I rX. 1N00D/CABLE FENCE PLAN TO REMA (SEE SPEC C1.2A) I 0 REMAIN uvvn r-rvu~, r uyc~ rv?v rv??, yr cv v?. DRAINAGE AND UTILITY EASEMENT GITY OF CLEAF EARWATER SCALE. 111001 Drawing Number ETAINED BY THE Cl TY OF CLEARWA TER NOTE: RE RAMPS SHALL HAVE A TACTILE SURFACE TEXTURED TO A DEPTH NOT EXCEEDING 1 o 0 10 20 C3mlA BY USE OF AMP T OR ROLLER IN CONFORMANCE WITH REQUIREMENTS OF FDOT DETAIL 304 LATEST EDITION). . 1 1 I s ® ~ ° NOT IN PROJE T ~ ~ ® ~ 99 ~ • ® r 30 ® I DEVELOPER o O ¦ I o ¦ I M - O ® ~ N ' d/ ~ ~ V N ® a„~ Z w o EX.44"O 3' CURB ~ RELOCATED ~ N - ~ INLET I~ ~ > EX.30~~ ~ TO REMAIN TRANSITION TO REMAIN o ..G..~.. ~ J N ¦ I Z ~ ~ ~ IVOT IN PROJECT b 0 ~ NEW. 4' LF-1~~" RCP ©0.2% - ' ~ I ~ ~a e W ® r mm ® ~ 1 W ® a o O Q ~ ~ ~ ~M -.N-..~ U `mss ~ ~ ' ~ EX. INLET Z o "l'L~ Z ~ 14.25 ® ~ a TO REMAIN ~ ~ 3' CURB 4. o TRANSITION z J 4.2 I „ ~ 3 G 9 8 ~ W ~ ~ Q 14.0 / ~ M a > TWIN Z e I ~ a I^\ ~ I X \ I _ I 25 ENGINEER OF RECORD I ~ ~ - -1.14.8 m a. ..i,y I N a EX. TWO Z W ~ " N ~ o GA AGE ~ 15.3 I.f. m . ~ O~i N ~ yB C. ~ `B,p ~ CN w ~~o t ~ "fig STORY BLDG W n say ~ ~ ~ ~ g z C ~ , o ~ d a .'M~;~?`'r. Q ~ F.F.=15.5 15.5 EW DRIVEWAY ' ~ GARAGE F.F.=15.3 Ws o ~N, ~ W~~P I ~ FZ ~ ~ OW I FO ~ 2(9" v'` ]yL <Y ~ ~ 15.3 ~ 31 D GARAGE ° ° F.F.=15.3 GARAGE GARAGE .F.=15.9 ° 0 0 o W I oLL m ~ ~ o~ ®a- ~ a~Nm~ ~3 ~ ~ ~o~ W Q I '~ZLL ~ Z ~ W I NoN~ W ~ J~=~ ~ 1 ~ ~ J I o ~ a ~ a N U W ~ ; ~ ~ D OD ~ ~ ° ~ X X X Date issued: 1110112006 F.F.=15.5 F.F.=15.5 3~ ? m o i ~ V W I Project Number. 04.17R j Designed by: KR 0. Drawn by; RR-AZ I i ~ I"' o ~ • J Revisions: ~ ~ 27 ~ O F.F.=15. ~ i ~ ~ No. Date Description ~ s ~ ~ I ~ + X 0 F.F.=16.0 14.35 ~ 2 OI 3 o e ~ I '~j 4 0 ~.F.=16.0 0 ~ e ¦ o e ~ I 5 ~ ~ ~ ~ s X ~ X X ~ X j ~ ~ ~ PRELIMINARY SET i a. I X 0 j ~ ~ ®PERMITTING SEi 1 I NEW EW I ~ CONSTRUCTION SET I o CURB CURB I I SEC / TWP / RGE PFZOJECT END END I 3.29S -15E ~?REA - ~ PR 4.7 -PROJECT PINEL~AS couNT~r Permit No. o ~ AR AREA 14. ~ CITY FLS2002-08062 / PLT2002-11006 ~ CITY FLS2004-12083_/PLT2005-00001_ -w--- ~ c~ J ~ ~ ~ 1 9 ~ DEP CS52-0032571-027 - 1 ~ SWFWMD 46022809.000 ~ i DOH - - ~ 0125966-110-DSGP WOOD/CABLE FENCE ~ Q J w SIL'~ FENCE ~ i ~nz~~ ¦ ~o ~-Q~~ ~ 15.0 ~ Project Name S1°ATEo~ ~ o ~ w 14.9 c~ ~ CLEARWATER 2699 e VILLAGE PHASE e eee¦ e e ewe , e e¦e~ e e ewe , e e¦e e e ee®„ e evtei e e e~el~fil e e e~ e e i~e a ewe e e e® e ~ ~ ~ VACA TED STA TE STREET (240 x40) e e.ee a oNEA X ORDINANCE No. 7370-05 (Jan 20, 2005) Book 94084, Pages 7698-1699, 07-26-05. E X . SAN M H Project Address (DRAINAGE AND UTILITY EASEMENT PROJECT ~E~Eiv ~ 1370 State Street °~a°'~°°~00~°° RETAINED BY THE CITY OF CLEARWATER) AREA Noel' 2~ zoos Clearwater, FI ~ o MANNING DEPARTMENT CITY OF CLEARWATER Drawing Title -o ~ ~ ~P OH~I X uP ~]HW ~HW I-®- a eee~ee®eee¦¦eee¦¦eee®eee~¦eee~eeee~¦eeeee;•eee~eeee¦ee, ~ GRADING & ^~j~ EX. WOOD/CABLE FENCE P P DRAINAGE SITE n SI IRVFV IIOTI IM Nf;Un ~IA~Q; PLAN /U Kt MA/N • v-r ¦vrv Drawing Number SCALES 1"x10' JC4M 1 A CITY OF CLEARWATER 10 0 6 10 20 X.W.M. , o D M ¦u¦¦ ¦ ¦ ¦nn.¦¦.nu.nnu¦..¦®. ¦ ¦n~ ~ ® , 0 i i r EXI: HYD RANT DEVELOPER 0 © ~ EX. X. ~T~ REMA N . ® NEW 6"GV ~ ~ ~ Q ~ ~ o N NEW 6 TAP, SLEEVE o ~ o 6 DIP WATER ; W~ ~ ~ ~ ~ ~C VALVE(INSTALLED BY ~ - ~ r CITY PAID BY o 8MN ~ ~ 99 ~ ' ~ ~ J a~ 15' MAX ~ ~ N ° i w~ ' ~ Z 0 EX.10' 4.1 ~ ~ ~a UTILITY ~ . ~ RELOCATE ; EASEMENT ~ a O INLET ~ ~ W ~ ~ W~ ¦ , ` ~ ~ Z v I ® ; ~ -i o a ® ~ ~ v EX. INLET ~ 3 W~ a s~~ ~ 0 ® 14.25 TO REMAIN z ~a ~U D ~ Q I ° ° 14.0 ~ UJ /)U( p~ v ~ - ~ ; TWIN ENGINEER OF RECORD T r ~ ¦ j V X X • nN ~ ~ 2~ Z e _ _ _ ~¦I¦I¦I ¦I¦I I¦ I ,E; as i® I i~ TO REMAIN ~N~~~'0 ¦ . ¦ e ' ¦i¦I¦I¦I~l¦I¦ISlml¦IiV¦I¦I ¦ ® d » °m ~ IIIN N ^ G ~C~9S `'~'94~ • ~ IYI¦I¦I¦I¦1¦I~Ilolol¦I¦Imi¦I¦I / ~ ~ f~~N ~ yp~.~-~~f,~,i,~~Z., ® ® 1 ¦la~si¦I¦1¦Im~el¦lal¦I¦I¦ 0 ~ e i ¦i¦I¦I¦~¦~¦I¦~, I¦I¦I¦I EX. TW0 _mZ N,. I¦1¦1¦ul 1 1 I¦I¦I¦I¦I~I¦I¦I¦I¦I¦I¦I¦ 1 1 ¦I¦1¦I¦I¦Im ~ \ 0 ¦ I ~ - _ , _ ; STORY BLDG Woa ~~QN.'~ a~~' 1 a 1 p - - ~ 1 ¦ ¦ 1 ® ® ® rrrrrr ¦n..¦ n¦ ~ 1 ¦ ® ~ 0 rrrrr - n¦¦¦ nn¦...unnnnunJ¦ ¦ ~ a; H z' fn +c~ ~ <la N , 1 - - 11 ^ TO REMAIN------- - -f ~ ~ o TO REMAIN ~ °z c~°. _ ~ 1 1 ® ® B 1 1 ® ! 9 W Z> ~ ~ N ~ I ~a Y ~dW ~1~_ O;~W~ ° ® i ® s o I Q o m ZZQ~ a VFo ¦ ~ N ~ J M+~i NJ. x _ 1 1 ® 0 s ¦ 1 1 ® ® ® ¦ 0 Q~_ I =~~LL ~ W ~ ® >.z I N~~~ v. Z 1 1 ® - 0 1 1 - - d ~ Q ~ ~wQ ~ W o p 1, 1 . 1 1 i U, ~ I J~~~ ~ ~ 1 1 1 1 ¦ _ ¦ - 1 1 W I 1 1 1 1 ~ I a ~ i V ~ ° Date issued: 1110112006 0 1 1 ~ 1 1 ¦ s~ ¦ 1 1 ~ 0 Q ' W a i ~ DO ~ ~ ~ Project Number: 04.178 1 1 1 1 • • • W ~ ~ ~ X X Designed by: KR ~ 1 1 ~ 1 1 W~ ~ ® ~ ~ X Drawn by: RR-AZ e 1 1 1 ~ ~ ® . ~ 1 A . . ¦ ¦ 0 ~ ; ~ o E X . W . M . Revisions: II 1 e 1 ® 1 1 1 1 ® ' ~ ~ No. Date Description ~EX.W.M. 1 1 • 1 ` 1 i v 1 1 • • • W ~ ~ 1 1 _ _ EX _3~4' 2 EX_3~4''_PVC_WATER~__ _ ~ © 1 1 nn ¦ inu¦¦ © 1 ® ~ - - TO TO REMAIN ~ - ~ i 0 1 1 _ ' _ _ ~/_4_ 1 ¦ s ¦ 1 ~ ¦u¦ n...~.u¦ 1 e ¦ ~ - - --TO - 5 p 1 8 TO REMAIN ~ O i 0 1 1 EX.3 4' 1 1 - EX.3 4" PVC_ WATEf~ ~ ~ 6 u¦ ¦ ¦nunn.n¦..¦. - .~iui~ I 1 ~ ¦ ° ° TO RED - - 0 - - ~ I TO REMAI~ _ ? 0 1 ~ 0 ~ J ~ PRELIMINARY SEi O ® 1 1 1 ® ' I \ p . ~ ® ~ X~ 0 I v ®PERMITTING SET X ¦ 1 ~ ;i¦¦ ¦ e ~ . ~mmm®eansa¦sm~ ;;ii i NEW ® ~ I ~ ~ ~ CONSTRUCTION SET p ¦ ¦¦¦o ¦ ~ ~i SEC p ¦ ¦ /TWP/RGE I ff ii~I~' I ¦ NEW 2 P~/C SLEEV TO "r'~' .I • X'~'0' X 3.29S -15E I O . •I ~ I ® ~ ® ~ ~ PINELLAS COUNTY o ; f ;I'I' ~ , EXTEND 2 BEHIND B C I ,I~ ,;I® • UNDER ROADWAY I ,;I• I•I ® • m Permit No. If,lr'¦~~' ~ _ EX.3 4f~ PVC X,314' PVC WATER ! ' ~ j ; In~nj;l;~ L ¦r..~iunnun¦n , In ¦1¦I I ¦~¦~~~¦~~~~~•¦¦¦•¦~~~e~~~~~~~~~~~~~~~~i CITY FLS2002-080621PLT2002-11006 ; ® TO REMAI TO REMAIN CITY FLS2004-120831PLT2005-00001 ¦ ; ; . ,.L;,,.~ LI. I~ I a .l z o . 14, ~ l DEP CS52-0032571-027 Qo ° ~ ¦ ~ LL'¦I¦I ®z ~ X SWFVVMD 46022809.000 I ..I dQ ~ ~ ~ • 9 9 DOH 0125966-110-DSGP i¦ nu¦¦¦¦i¦nu¦¦i¦¦.¦i¦¦r¦unu.iiiiiii.~J'~¦1j1 ~ - ~ ~ • ¦ " ""'r¦¦¦¦¦¦¦¦¦¦¦•rrrrr¦¦¦rr¦.¦¦¦u nr.u ¦i.iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii I v If.¦¦nrn.n¦ue¦...uu ¦n.¦¦..¦¦r¦~¦¦¦run.uu¦u¦n.u.n.n.uru.¦rn n¦ nnrun¦¦.¦r.¦.nnn¦.¦r.¦¦¦.¦.r¦r¦¦.¦~ii iiiiiiiiiii°-'°----°--° fv~~~,l,l X. WOOD C~BCE FENCE ••¦•••r••.rr...ri7iiiiiGiiu¦n¦a¦m I J W ¦¦¦¦..¦nu.nnuunrr¦uu¦r.n.r¦¦.¦¦ ¦u¦ ¦nu.u.unuuu¦u¦u.r¦uu¦nu¦u¦,1-G 7e GiGiiGGGiiiGGiGiGi___________ _____________J ~ - - - - - _ _ _ _ Project Name ~o X V V ~e ° I CLEARINATER ¦ o~ ~ ,o ~ Q VILLAGE PHASE - 14.9 ~ o W . ~y. „ ONE A - - - - - ®®~¦e®®~®®® ~ 26 ~I,~~~~~~~~I~I~®I®~®I®IO~OI~~i~~~~i®®~®O®® Project Address d ~~i v ~oimimimioimloi¦iml¦i¦iml¦ iaimi¦i¦imlol¦iolmioiol , mi©i®Imi¦i¦I¦I¦I¦i¦iol¦I¦i¦I¦I¦i¦I¦i¦1¦lei¦ialml¦iol¦isl¦I i¦I¦I¦i¦I¦I¦I¦I¦I¦I¦I¦ia ¦isi¦I¦isl¦ISlai¦i¦lalsim ¦I¦i¦I¦i¦i¦imlel¦imiolal¦i¦imlalol¦i¦ioi¦iol¦ial¦i¦loi¦ieioi¦I¦ I 1 I i¦ el¦i¦imlai¦i¦i • / I e EX. SAN MH ' 1370 State Street v TOP 13.0 ~RIGINA~ Clearwater, FI ~ sir 0 D® ®D A~ p ® 9 INV. 4.47 8 PVC N E RECEIVED ~ NV. 4.43 8" PVC W ~o~ 29 2~0~ Drawing Title Q h.n¦.nnOnfuun ¦.nun.rnn¦ i.¦¦u.urnnn¦uunrr.¦nnufuuuu¦n¦ ¦¦„j,¦„u„¦„¦ 0 0 ° ¦¦n.r¦ - ¦¦.ru¦¦n¦¦u¦uu..¦¦¦.¦n¦u¦uu¦n.¦¦u..¦n.¦nnui.¦n¦un¦un.¦¦.u¦.n¦.¦¦¦usnn¦uuur..¦n..urnn p' PLANNING DEPARTMENT UTILITIES SITE V CITY OFGLEARWATER o__~__ ~ PLAN UP o~ X . UP ~ ~ ~ ~ ®®e e s e I~i~¦ , dSURVEY DA-TUI~I NGVD 19291 ~ e -TOP 13.97 L pp SCALE, VOW Drawing Number INV. 1.87 12" DIP SOUTH \"D~ Ex. WOOD/CABLE FENCE INV. 3.50 12" DIP WEST TO REMAIN INV. 3.64 8" PVC EAST CITY OF CLEARWATER 10 0 5 10 20 jC5MlAj R~~~ ~ ? WATER MAIN O~t~ aa, ~ STORM DRAIN 1" Drop at All Drives Wearing " DEVELOPER ' Surface 1-3/4 R 18" MIN. VERTICAL CLEARANCE 3/4"R ~ " 1'-3" L 3/4 R 3„ 3" INTERLGCKING " o N 4 GRADE '•a''•' '~4' ~~Q'~'' ~ PAVERS 2' z w 6" CONCRETE CURB ~ _ a \ I 1 SAND , , . , ; • • ~z 10' :4: ;P' 'p:•;4. .q~. Bas ~ . ~ OR 1 " ..N , WATER MAIN D.LP. IS USED IN PLACE OF P,V.C, , ' ~ ; :v ; ; d : ' 3/.4 R': STORM DRNN \l. " , ~ \ ':4•: •,D•; ~ + -i' + 1 ~ ~..~.I F FOR A MIN. OF 10 EACH WAY 6 '12 •12 ~ \ :4'~::~;:';•~;t:' ~ FROM OF WATER MNN WHEN • ' ~ ~ GRADE , ' , . • . , ' , • , . CoT~pacted, r 6" ~ Base + Base + EDGE OF PAVEMENT • ~ a N THE VERTICAL CLEARANCE BENVEEN . WATER & SEWER MAINS IS 18" OR LESS. ~ \ C s ~ ~ ~ ~ ;Subgrade ' 18" OR LESS VERTICAL CL. M ~ / / / / '7 r ~ / , ~ ~ \ ~ ~ T ~ f \ ' Cor~pacted Subgradeq, ; WATER MAIN ~ ~ ~ ~ , W o, ,o,~des. ',a•, z a ~ CURB ENDING DETAIL ' \ \ \ ~ A ~ 1• •4 d. • ' - N N,T.S. ~ r 10' MIN. M DI w 0 FIED P.V.C. OR V,C.P. HORIZOMAL CLEARANCE 1SAN. SEWER GRAVITY MAIN .N9IE; FOOT TYPE "E"CURB CONCRETE ENCASEMENT OF sTORM sEWER .B ~ SANITARY SEWER GRAVITY OR SAN. SEWER VALLEY GUTTER CURB N.T.S. MAIN IS NOT PERMITTED. GRAVITY MAIN ^l~ a CLEARANCE N.T.s, VERTICAL HORIZONTAL CLEARANCE w ~ ~ M WATER MAIN & SANITARY Z ~WW C ~ N SEWER CLEARANCES N.T.S. V ~ 3 r"~ w U W Ma 2-1 2" (NOMINAL) INTE LOCKING MEDIUM BROOM ~ z a U PAVING STONES FINISH CONC. WALK SAND CEMENT BED 7LB FINISH GRADE TO t" BELOW TYPE I CEMENT PER 100 LBS OF BEDDING SAND. EDGE OF WALK ENGINEER OF RECORD TEMPORARY BLOWOFF 'q- SHOU~LD~ER VARIES (SEE PLAN) SHOI~LD ° AND SAMPLE TAP z" Ball Valy PLACE SOD 1/2" SoD SLOPE 1/4" PER FOOT SOD a N.r,s. IIII=III . I I_II11= =1111_1 I . _ _ III= III t 2" LIMEROCK BASE PER BELOW PAVEMENT ~ ~ • : _ Z 1111-1111= _ _ 4' ~ ~ -III-°I I I ~ ~ 8 0 I - - F.D.O.T. 911 OR CRUSHED NEW ASPHALT RECYCLED CONCRETE PER AND BASE BASE ALT TO SODDDN PRIOR IIII~I II=_ =III y M ~ o , v Hose BibIY~ F.D.O.T. 204, LBR 100 MIN. AND COMPACTED FILL OR W~ N ~ ~""`tg 4' THICK W/ WWF6X6-W2.0 X UNDISTURBED SOIL n CN w ~'Y ~ COMPACTED TO 98% MAX. DENSITY „ ON SITE PRIVATE POSITIVE DRAINAGE ~ w C a ti~ ~ ~ , a , t~0o. ? W2.0 COPIC, MIN 3400 PSI V ~ ° //M\Y/MNY//nNy n n - ~ m 0~ o° n W, 3/4 Galvanized 12 SUBBASE i DRIVEWAY STABILJZED UNDER RO D A WAY HEAVY DUTY PAVER SECTION TO MIN. 40 L.B.R. AND COMPACTED GROUND WHEN SIDEWALK IS PROVIDE 1/4" Wo ~ ,~N W W~~ b COMPACTED TO MIN N,T.S. 9E% MAX, DENSITY TO BE REMOVED &/OR CONTROL JOINTS F @J vi 0.° ~ ~ P R AASHTO T 180 PLAC PLACEMENT OF NEW SIDEWALK IS TO V)~ ~W ~ ~ w• BE ADDED, IT 15 TO ®4 O,C., o J ~ I N` ~,W' SODS BE REMOVED TO THE & t/2 BITUMINOUS F' ~ w z~°° v'`) ti!, ~ ,y N „ SOD AT PAVEMENT NEAREST EXPANSION EXPANSION JOINTS Y • ~ / 0`•~• 2" Galvanized N,T.s, JOINT. N,T,S, ®40' O.C. FOR 4' O a = ~ ' ~ ~ o, ~ V SIDEWALKS. o ~ E ~ • ~ ~ y ( _ , N a 2" Cor oration p a.~~M N3. Foy CONCRETE SIDEWALK DETAIL ~~~LL ~ W N.T.S. ~ w ° W a Tapping Saddl ,J~~3 f3 Y v o a ~ , N U ~J ---f--- W ~ 2-1 2" NOMINAL) INTE LOC ING PAVING STONES e ~ Date issued: 11101/2006 Restrained 2" TOP CONNECTION SAND CEMENT BED Project Number 04~17R 7LB IYPE I CEMENT Tapped Plug N.rs. cm' iNO~c ~ aoa z of z PER 100 1.BS OF 19' DEDDING SAND, ~ Back of curb Designed by: KR END CONNECTION Max. 15' - Mln, 4' or Drawn by: 18' Mln. Edge of PaveMent RR-~ N,T.S, CITY INDEx ~ 408 2 OF 2 IIII=111L_ =1 .IIII= I III.IIII=_II I=_ .I _IIII= III s" LIMEROCK BASE PER 24' Max, Distance Varles Valve Box . '.D.O.T. 911 OR CRUSHED ~ RECYCLED CONCRETE PER Revisions: F,D.O.T. 204, LBR 100 MIN. AND COMPACTED TO 98% MAX. DENSITY ~ ,~e No. Date Description ON SITE PRIVATE „ ~12 SUBBASE DRIVEWAY STABILIZED UNDER ROADWAY 1 ~ REGULAR PAVER SECTION ?o MIN. 40 LB.R. AND CLEAN~UT PLUG COMPACTED TO MIN CHARLOTTE Pipe And Foundry CoMpa See NOTE For Traffic Bearing Cover. N.T.S, 98% MAX. DENSITY ! c 2 I ~ 3 Part No, 106 Or E ual PER AASHTO T-t80 q a ~Mech, Jolnt Valve 4 DNLY APPROVED ~ n ~ A q A ~ Kennedy Guardian No, K-81A 5 Muller Centurion No, A-423 U.S. Pipe Metropolitan 6 Concrete Pad 8' FEMALE ADAPTER Thick x 1'-6' Sq. CHARLOTTE Plpe And Foundry Cor~pany NDTES~ ~ Restraining Joint (TypJ Part No, 101 Dr Equal 1, SteaMer Connection to Face Street, ~ ~ PRELIMINARY SET 2, All Flre Hydrnnts to hove 5 1/4' Valve Seat, ~ 10' 3, Fire Hydrants Shall be Placed at Street Corners or In the R,O,W, Ad3acent to Slde Lot Lines C~ ®PERMITTING SET Whenever Possible, j 4, See Sheet 3 for Typical Connections & Fittings, ~ CONSTRUCTION SET ®N SITE PRIVATE RQADWAY SECTION ~I~N N.T.S. REF. CITY INDEX No. 102 TWA-WAY CLEANOUT CHARLOTTE Pipe And Foundry Corlpa 3/4" TYPES 3 ASPHALT OVER 1 1/4 TYPE S-1 TYPICAL HYDRANT SETTING sEC ~ TvvP ~ RGE Part No, 448 Dr Equal 4' 2' ' ASPHALT ®1/4" PER FT, ' ' 24 2 4 4, CROSS SECTION ~ ; ~ 3 - 29S -15E MIN. EXCEPT AS NOTED N.T.S, CITY INDEX 402 2 OF 4 wer Lateral C NC. S W _ 2% 2%~_ CO C. S/ co c. s/ ' PINELLAS COUNTY ~ - Q _ - _ _ _ _ ~I .II 1,1111 II I 1=11-1 I- _ _ c lY TY E Permit No, C~TY TY E I NDTE~ Cleanout Plug Cover To Be - =IIII=IIII=III _ - - = ICI 11= - C~RB TY CITY TYPE I - IIII- U,S. Foundry 7623 ~r Equal, CURB (TYP.) 8" LIMEROCK BASE PER C RB ~TYP.) 12" SUBBASE STABILIZED UNDER f.D.O.T. 911 OR CRUSHED R CITY FLS2002-08062/PLT2002-11006 HED ROADWAY & CURBS TO MIN, 40 CECYCLED CONCRETE PERFA.O.T. 204 ~ERF.D,O.T. 204 CITY FLS2004-12083 /PLT2005-00001 AX. DENSITY _ L.B.R. AND COMPACTED TO MIN 98% OMPACTED TO 98% MAX. DENSIII' SANITARY SEWER MAX. DENSITY PER AA5HT0 T-160 DEP CS52-0032571-027 CLEAN-OUT DETAIL SWFWMD 46022809.000 N.T.S. CITY INDEX # 304 1 OF 2 DOH 0125966-110-DSGP Project Name LOOP CAP NEW SURFACE CLEARWATER (SEE NOTES 1 & 2) EXIST. SURFACE VILLAGE P HAS E LINE POST POST OPTIONS: FABRIC TIE 2"x4" OR 2.5"DIAM. >~M ONE A ~---8' MAX, WOOD; 1.33LBS,/FT, MAX. MIN. STEEL TENSION WIRE (SEE NOTE 3) POST CAP FILTER FABRIC IN T, CONFORMANCE WITH 15 .SEC. 985 F.D.O.T. WITH eacK~u: ~ : • I T ;~sEE NorE a); Project Address END/CORNER ~ ta„ SPECS. OR EQUAL JAL EXIST. SURFACE POST MIN 18 EXIST. IIII IIII IIII=_IIII GROUND TENSION BAND ~ 2„ VARIES'~'•• ~ 370 State Street io L REPAIR OF PAVEMENT NOTES; ~ Clearwater, FI 1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY TENSION BAR 20' PRINCIPLE POST SAWED AND ALL SURFACES TACK COATED. OPTIONAL POSITION, CANTED P05T ~ 20' TOWARD FLOW ED 2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND THICKNESS; WITH MIN. OF 1-1/2" ASPHALT F.D.O.T. TYPE S-3. Drawing Title POSITION FI •OW 3. BASE MATERIAL SHALL BE PLACED IN 6" COMPACTED LAYERS TO 98% OF MAXIMUM DENSITY AS DETERMINED BY PASHTO w II FILTER FABRIC T-180 LAB REPORTS ARE REQUIRED. " 4. BACKFItL FOR TRENCH SHALL BE PLACED IN 12 COMPACTED ; A\\\,\\\,\\\,\\\,\\\A\\\,\ ~ ~ SILT a . ~ FLOw EXIST. LAYERS TO 100% OF MAXIMUM DENSITY AS DETERMINED BY CIVIL SITE DETAILS PASHTO T-99, LAB REPORTS ARE REQUIRED. • CONCRETE - - GROUND IIII I IIII-IIII IIII ~ ? ? FABRIC ? TENSION WIRE DCDAID AC DAUCIIACI?IT ~*I ITC FNV=FM1R Vf rMVFmIVIG11 1 yu 1 %7 ORIGINAL -f ~ CHAIN LINK FENCE - 2 V 1 N.T.S. RECEIVED Drawing Number 6 FT FABRIC HEIGHT, TOP AND BOTTOM tENSION WIRE SILT BARRIER DETAIL N.T.S. N.T.S. NOV 2 9 2000 PLANNING DEPARTMENT CITY OF CLEARWATER IC601A I 0 PROJECT ARE N ' 4 PLANT MATERIAL SCHEDULE ~ ~ DEVELOPER ~ p0 EX,44"Ci EX.30 SYMBOL LEGEND BOTANICAL NAME COMMON NAME REMARKS QUANTITY TO RE - ~ 8 TO REMAIN , ~ N MAIN !Y IRRIGATION NOTES ICONTINUEDI ~ - .HABITAT MANAGEMENT AND Quercus Vir iniana LIVE OAK 8 HEIGHT z 9 2.5 CALIPER ~ ~ ¦ N ~fo ~ o U N Z M n LANDSCAPING PERMITS THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- r„d+ IV 2 ~ ~ ~ GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREAS. 8' HEIGHT THIS SYSTEM SHALL CONTAIN BUT NOT BE LIMITED TO THE FOLLOWING: sM Magnolia grandiflora SOUTHERN MAGNOLIA 2.5" CALIPER 3 ~ 34 20, > ~ ~ 1. A HABITAT MANAGEMENT AND OR LANDSCAPING PERMIT IS REQUIRED ~ / 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. NOT IP FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION BY THE 2. SEVEN 7 DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. p I I CABBAGE PALM 10' CLEAR AND 3 56 NOT IN 0 ~ EX. INLET ~ ~ ~ L FINAL ADMINISTRATIVE s Sabe Pa metto STRAIGHT TRUNK CONTRACTOR SHOULD NOT BE MADE UNTI PROJE P ROJ E T 3 S INSTALL 3M ~ ~ N I TO ~ REMAI N' BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL OF THE SITE PLAN 3. SPRINKLER HEADS COMPATIBLE WITH THE. TYPE OF PLANTING. HAS BEEN GRANTED. 4. ELECTRIC VALVES. • • ' • ~ . BARRICADE ~C 84 rj "9 ~8 w ~ . . SEEDTLL1.lA Ir TWIN Z ~ N . cM Lagerstroemia indica CREPE MYRTLE 1B'-24" HEIGHT AT ~ ' ' ' ~ ~ 2d ~ 2. ALL EXOTIC SPECIES I.E. BRAZILIAN PEPPER SCHINUS TEREBIN- 5. GAUGE 14 OF COPPER WIRE. PLANTING, , ( 1- THIFOLIUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. " Q w i, •i: 'i..' • • i ~ TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF ~ 2 pp LM Llriope muscari EVERGREEN GIANT LIRIDPE 14GAL.Cf~IN. 12 V ~ w INSIDE TREE W w SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES z a ~ CANOPYS TO BE ¦ ¦ s I ~ ~ PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. 18"-24" HEIGHT AT uW. w ~ SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR vs Virburnum suspensum SANDANKWA VIBURNUM > w 1.0' A DO SM DONE BY HAND. ~ A 25 ~ ROOT PRUNE o Q W ~ ~ a EROSIAN IS CREATED THE AREA SHALL BE RESTABILIZED WITH SUITABLE ~ INC. as o.c. zso ifl ~ a- ~ ANSI 300 ~ ~ ~ u, H H MATERIAL. ~ E U L TO THOSE MANUFACTURED BY " w ~ z MATERIALS SUPPLIED SHALL BE Q A 14 -24 HEIGHT AT RAIN BIRD OR APPROVED EQUAL. ° o tc Ixora coccinea NoRAH cRANr PLANING. 30" o•c• 15 z 0 0 3. ONCE FINAL ADMINISTRATIVE APPROVAL OF THE SITE PLAN HAS BEEN ° W Q 24 IC ~ . ¦ ¦ . p; i ~ z ~ M D 0 CAN BE SCHEDULED. WHEN THE ~ GRANTED, A BARRICA E INSPECTI N to"-za" HEIGHT AT NEW DRIVEWAY s ~ - ~ ~ BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND THE IRRIGATION CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG IH Rhaphiolapl5 IndlCa .INDIAN HAWTHGRNE FLAMING. 3D" o.c. B4 31 ~ Wa i ~a fn W ? o a F RELEASED TO THE CONTRACTOR. WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE o w OWNER FOR APPROVAL PRIOR TO INSTALLATION. 14"-2a" HEIGHT AT IV Ilex vomitoria YAUPON PLANTING. 30" O.C. 34 ~ ~ ~ 3 w~ MAx. 14"-24" HEIGHT AT GARAGE ~ I ~ m v w 30 ~ o I - Z THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ~ ~ • ~ PM Podocarpus macrophyllus JAPANESE YEW TREE-JEW PINE PLANTING. 30" o.c• 5s TREE PROTECTION AND PRESERVATIONS ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT • • ~ • / 8 ~ ~ I- a ENGINEER. 1a"-z4" HEIGHT AT VS TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: Do Nerium oleander GWARF OL.FANDER PLANTING. 30" O.C. is 76 ~ 1. TREE BARRICADES AND/OR SILT SCREENS,OR HAYBALES SHALL BE M~• j ENGINEER OF RECORD REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED z ~ I N PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH , NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE NOTE. I Z I 1 I _~M~~ B o PERMITS. THE LOCATION OF EROSION CONTROL MEASURES ARE SHOWN W SBCCI STANDARD PLUMBING CODE CHAPTER VI CRITERIA. ON THE CONSTRUCTION DRAWINGS. ITN LANDSCAPE MAY VARY PER HOMEOWNER AND OR REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY ASSOCIATION DISCRETION. T I I N~ r: `I' m N O,N~ f O~ S BLE. / 2. ALL DESIRABLE TREES SHALL BE RETAINED WHEREVER POS I IS REQUIRED. IT SHALL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, 5,Q' ~mzx ~ W WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE j /ZaLL E ~ ~ ~Z $ om ~ W w SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES WF ~>N o: SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE CANOPY GRIP LINE OF HARDWOOD TREES TO BE SAVED. e e e PATIO PATIO ~ o L S P US ~ ~ ~ ~ ~ ~ ~ LANDSCAPING s ® am i 3 30 ~ W o ~ E _ °o a ~ -------fi------------ ~ ~ v a. " XERISCAPING GUIDELINES y~u~~ Lil ~ 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN D/CABLE FENCE ~ ~ ~ ~ w 0 ~ Z w ~ ~ - - - ~ ~ m ~ Z 00 ~ A MINIMUM FIVE 5 FOOT BY TEN 10 FOOT OPEN SPACE WITH W ~ u7 z ~ ~ ( ) 1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS ~ - ~ w ~ w ~ e ~ ~ inz~~ ~F~ ~ z ~ SUITABLE GROUND COVER. NEW TREES SHALL NOT BE PLANTED WITHIN PROPOSED LANDSCAPE PLANTER BEDS. w STATEo~ ~ ~ ~ ~ - w N w o F a WITHIN MAINTENANCE EASEMENTS. _ i o ~ ~ J~=~ W Y c°~ TREET ¦ ~ ~ 2. THE USE OF XERISCAPE DESIGN SHALL BE UTILIZED WHEREVER 2. DROUGHT AND COLD TOLERANT PLANT MATERIAL. POSSIBLE FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN NEW6'DECORATIVE ECORATIVE " ~ DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, PRIVACY FENCE 3Y FENCE W U VS S NOTE: WITHIN THE SIGHT VISIBILITY TRIANGLE, NO STRUCTURE OR ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, 3. GROUPING OR ZONING PLANT MATERIALS BASED ON SIMILAR WATER ¦ ¦ ALONG PERIMETER ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION aERIMETER ~ 2 2 2 LANDSCAPING MAY BE INSTALLED WHICH WILL OBSTRUCT VIEWS AT A AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. WATERING SYSTEMS. LEVEL BETWEEN 30"ABOVE GRADE AND 8' ABOVE GRADE PER SECTION 3-904, Date issued: 1110112006 Project Number: 04-17R 3. NEW LANDSCAPING SHALL BE PROTECTED FROM VEHICULAR MOVEMENT 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- Hw UP ~HW --~~¦o¦¦®¦¦sr+¦¦ Designed by: KR AS REQUIRED BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. BARRIER WHERE POSSIBLE, THE AREA BETWEEN THE BARRIERS. AND EX. W000/CABLE FENCE P P Drawn by: RR.1012 LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE, PEAT TO REMAIN AND COMPOSTED MATERIALS) MIXED WITH EXISTING SOILS WITHIN LAND _ 4. NEW LARGE TREE SPECIES PROPOSED FOR INSTALLATION OR GAPING PLANTER BEDS TO DEPTHS'CONSISTENT WITH THE ROOT DEPTH Revisions: REPLNATING SHALL BE A MINIMUM OF 10 FEET AWAY FROM BUILDINGS, OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL No. Date Description SIGN, FENCES, LIGHT POLES, UTILITY LINES AND ANY OTHER CONDITIONS WARRANT THESE AMENDMENTS). OBSTRUCTIONS IMPAIR ITS NATURAL GROWTH. 1 ~ CROWN SPREAD T IN CONFLICT 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT 5. NEW TREES PROPOSED FOR INSTALLATION SHALL NO BE COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. NoTi 2 NOTE: ALL TREE STAKES AND SUPPORT WIRES WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE- WILL MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE GRa' WILL BE REMOVED AFTER 1 COMPLETE 3 GROWING SEASON, EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS WATER LINES, 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT 4 MUST REMAIN OUTSIDE THE 5' X 10' OPEN SPACE FOR PLANTING. IRRIGATION. 5 Remove Dead and Injured 8. LOW-MAINTENANCE DESIGN. o ~ Twig; 6. SOILS WITHIN PLANTER BEDS SHALL BE SUITABLE FOR PROPOSED N ED ATERIAL WITH REGA S TO H SOIL TEXTURE SOIL ;~o i Reta PLAT M RD o Twigs, Trim No Leaders, 6 Retain Notural Shape. STRUCTURE, AND SEASONAL HIGH WAT R TABLE. 3/4" 3/4" - 2 Ply Reinforced SCALEI 1"s20' Rubber or Plastic Hose ~ PRELIMINARY $ET o°oo Rubb White Syrveyora Tagging 7. ALL NEW LANDSCAPE MATERIAL SHALL. BE FLORIDA GRADE #1 TREE & SHRU® PLANTING DETAILS o 0 3" Minimum Mulch wales OR BETTER. p Tape, 6 Length 3" Soil Saucer Spac s - 1z Guage Galvanized Wires ®PERMITTING SET Spaced 120 Around Tree an 8. ALL REQUIRED NEW TREES MUST BE A MINIMUM OF 8' HIGH, 2-1/2" Duck Set At A 45'Angle With 3- ~ 68 Duckbill Anchore Or Equal ~ CONSTRUCTION SET CALIPER AT TIME OF PLANTING. 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION Remove Container CONCRETE CURBING SHALL BE BALLED OR BURLAPPED• BARE ROOT TREES ARE NOT AC- ~ From Rootball 4 Min• CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED Mi'ri,• • ~ti'• • PlCntin So Mound To Form Saucer ~ 10 20 40 3" Minimum Mulch Layer 6 ,SEC / TWP / RGE 9. ALL NEW HEDGES SHALL BE 24° HIGH AT THE TIME OF PLANTING, 6,,;.Mi~, g it Mixture AspHAL7 PAVEMEM ':v: " A MINIMUM OF AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. ROAD BASE-~ PLANTED AT 30 ON CENTER, AND BE MAINTAINED AT IR B SKETS ARE USED CONJUNCTION I BALLED AND Existin Soil a 3' IN HEIGHT. IF W E A IN WTH g BURLAPPED TREES THE FIRST FEW ROWS OF EACH BASKET SHALL BE ~K, p OT Ball Around Tourlop Fram 3 ¦ 29S ¦ 15E REMOVED AT THE TIME OF INSTALLATION. •.~i~~. Planting Soil Mixture •,yF.,,, 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PINELLAS COUNTY PLANTED IN A PERIMETER BUFFER, THE BUFFER SHALL BE A MINIMUM OF 5 WIDE. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE SHRUB PLANTING DETAIL TREE STAKING & PLAT GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED N•T•s. ING & PLANTING DETAIL Permit No. WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS STEMS ADJACENT TO OR WIZ / TO OR WITHIN V.U.A. IRRIGATION NOTES" TO PREVENT CAMBIAL DAMAGE. N•ts• CITY FLS2002-08062 ! PLT2002-11006 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED CITY LS2004-12083 l PLT2005-00001 WATER SHALLBE USED AS A PRIMARY SOURCE OF IRRIGATION WATER. THE DIST 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST BE SLOPED DEP CS52-0032571-027 NN CTED TO (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN RIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CO E THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH SWFWMD 46022809.000 COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT HAS BE DEMON- THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE CRGWN SPREAD 0125966-110-DSGP STRAYED THAT THESE SOURCES OF IRRIGATION WATER SUPPLY ARE THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES NOT AVAILABLE. GROWING SEASON. ;DOH ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE HARDWOODS PINES AND For Cabbei For Cabbage Palm Installation: For Cabbage Palms; 2. IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGNS SUCH AS SPECIMEN TREES of ot~linFr Trim NI Fronde of Tlme NI Trunks to be Smooch and of Digging and Planting NI Bum Marks Bruehad Away NOTE; ALL TREE STAKES AND SUPPORT WIRES LOW TRAECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH For wce9hin9~ SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 0 Leave inatd PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS 0~ Pe up wilh Far Washingt~ Palm Instcllotian: For Washington Palma: PTOjeCt Name Leave inside row of ironda Leave all boots on trunk WILL BE REMOVED AFTER 1 COMPLETE Pe up wilh bladegradahte twins GROWING SEASON, CLEARWATER THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS, WILL NOT o000 20 Loyare Burlap Pad of Support Contact - No ~ Remove Dead and Injured BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY m Naile in free Wood ~ Twigs, Trim No Leaders, .u 0 ONTO LOW NEED AREAS. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE 000 o: Wire T1e = Retain Natural Shape, c _ ~ ~ 3/4" - 2 Ply Reinforced VILLAGE P HAS E THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A ° o 2 Rubber or Plastic Hose 2" x 4' Brace (Yellow Plne) 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF SHALL BE DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED ° 0°00° Space Three at 120' Typlcol White Surveyor's Tagging 0 N E A m ! Remove after one growing season. Tape, 6 Length SERVED BY A SEPARATE IRRIGATION ZONE FROM THE LOW WATER NEED PLANT MATERIAL. 000 PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL 2" x 4' Stake (Yellow Pine) Three Feat Long 3 - 12 Guagge Galvanized Wires ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST 1' x 4" Horizontal wood Remove after one growing season. Spaced 120,Araund Tree an Set At A 45Angle With 3- ~ 68 Pro ect Address Saucer Rim Duckbill Anchors Or Equal j SUPPLY OR HOSE BIBB. BE CONSTRUCTED SUCH THAT LIMEROCK ASPHALT CONCRETE OR ANY Approved substitute r , Remove otter one growing aeoson. OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO Finish Grade 4 Min. Mound To Form Saucer 3' Minimum Mulch `b~ 1370 State Street 4. AUTOMATIC IRRIGATION SYSTEMS SHALL BE OPERATED BY AN THE PLANTING AREAS. q _ - ~ Rootball, 18' Minimum 3" Minimum Mulch Layer IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS 6 THE P CT CE OF P T E PPLCATION OF Radlue From Trunk Remove Burlap From C T1_ Washed-In and Tamped ~ Around Top of Bnll Clearwater, 1 I MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALANDER RA I TREE TRUNK WRAP LNG AND H A I PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED A :4'x2"x2" :I I ~ Planting Soll Mlxturo LLLLLLLLL Planting Soil Mixture PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATERISTRICT B THE INTER ATION 0 CU L 2 3 Dri line) MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. Y N AL SOCIETY F ARBORI LTURA . / P B : 8' MAX Existing Soil "is~~-,• Full Dripiine Provide a minimum 5'x10' 5. AUTOMATIC IRRIGATION SYSTEMS SHALL BE EQUIPPED WITH RAIN 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT yyppp unobstructed planting area Drawing Title SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES P CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN N: PALM STAKING & PLANTING DETAIL TREE STAKING & PLANTING DETAIL LANDSCAPE AND OCCURRED. TO TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS OOT PROTECTIVE BARRIER DETAIL N.T.S, N.T,S. TREE PRESERVATION GROWTH. N.T.S. ~RIGINA~ PLAN RECEIVED NOV 2 9 2006 Drawing Number PLANNING DEPARTMENT CITY OF CLEARWATER IL lAl 1 i t` ~ - I L i 1 I I I I , EING A PLA 0 A PORTION 0 LOT 1 0 E.A. MA S L HA L SUB DV 0 ISI I NRCO E RD ED N i PLAT B OOK 3 PAGE 44 ~ , , 44; ALSO PARCEL G AND THE PRIVATE INGRESS EG ESS AND UTILLTY EAS ENT- EM LYING. A T OF f~OT 1 A LL BEING N CLEA RWATER I , VILLAGE PH PHASE ONE AS: RECORDED IN 1 PLAT BOOK 26 PAGES 6 T OU 1 H GH 8 PUBL C 0 R C RD OF PINELLAS COUNTY FLORIDA . ALL LY N G I 1 N ~ ~ JG IN THE NORTHEAST. 1 /4 OF ~ S C 3 OW IP 29 .SOU H RAN 1 C IY L W , R P , CO , N COUNTY, FLOR-I D A - I L , I. I` ~ . I. I T PLAT NOTA 'LAT NOTATIONS: I DESCRIPTION: PRIVATE DEDICATION:. OWNER, OF LOTS 1 THROUGH 24 AND .LOTS 25 AND 26 THIS PLAT AS 'HIS PLAT AS RECORDED IN ITS GRAPHIC FORM,: IS THE- OFFICIAL DEPICTION OF THE I SUBDIVIDED LAI I BEGINNING P;T-THE INTERSECTION OF THE CENTERLINE OF PARTIALLY .VACATED SUBDIVIDED LANDS :DESCRIBED HEREIN AND WILL IN N0 CIRCUMSTANCES BE SUPPLANTED 1 THE UNDERSIGNED HEREBY CERTIFIES THAT IT IS THE OWNER. OF A RORTION OF THE ABOVE IN AUTHORITY I I _ STATE. STREI~T AND THE SOUTHERLY EXTENSION OF THE WEST .BOUNDARY LINE ADDITIONAL'RE J AUTHORITY BY ANY OTHER GRAPHIC OR `DIGITAL .FORM OF THE .PLAT: -THERE MAY BE ( DESCRIBED TRACT OF LAND HEREBY P~.ATTED AS CLEARWATER VILLAGE-PHASE ONE, THAT IT I - OF CLEARWATER VILLAGE -PHASE ONE AS RECORDED IN PLAT BOOK 126,, PAGES GRANTS TO T E CITY OF IN THE PUBLIC ,DDITIONAL RESTRICTIONS THAT ARE •'NOT RECORDED ON THIS PLAT THAT MAY BE FOUND 1 H CLEARWATER, A POLII1CAL SUBDIVISION OF THE STATE OF FLORIDA; I PAGES 6 THROUGH: 8 OF THE, PUBLIC RECORDS OF PINELLAS~ COUNTY, FLORIDA THE RIGHT TO USE ALL UTILITY.-AND DRAINAGE.EASEMENTS AS SHOWN. -THE CITY OF CLEARWATER J THE PUBLIC RECORDS OF THIS: COUNTY. I ALL PLATTED l I - -THENCE RUN N00"15'02"W ALONG SAID. WEST BOUNDARY LINE 128.54 FEET' WILL ASSUME RESPONSIBILITY FOR THE MAINTENANCE OF FLOW ONCY IN DRAINAGE EASEME TS. N EASEMENTS F0. .LL PLATTED .UTILITY EASEMENTS SHALL .PROVIDE THAT. SUCH :EASEMENTS .SHALL ALSO BE 1 „ , „ THENCE N90 00 00 E, 72.76 FEET; THENCE. N00 00 00 W 27:33 FEET ANY MAINTENANCE, REPAIR; OR REPLACEMENT RESPONSIBILITY RELATING TO PIPES, .STRUCTURES, f ;ASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, .AND OPERATION OF . ' AESTHETIC ANO VEGETATION. CONSIDERATIO S 1 CABLE TELEVISI N NAND UPON DRAINAGE EASEMENTS ARE, I: SAID LINE BEING ALONG THE EAST BOUNDARY LINE OF LOT 1, SAID CLEARWATER MAINTENANCE ;ABLE TELEVISION- SERVICES; .PROVIDED, HOWEVER;; NO SUCH CONSTRUCTION, INSTALLATION, 1AINTENANCE, AND OPERATATION OF CABLE TELEVISION SERVICES SHALL INTERFERE: WITH ;THE A PRIVATE FUIVO110N NEITHER:.ASSIGNED NOR ACCEPTED BY THE CITY OF CLEARWATER. ' VILLAGE -PHASE ONE TO A POINT ON THE. SOUTHERLY LINE. OF LOT 2, SAID FACIUTIES AND 'ACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE; GAS, .OR: OTHER PUBLIC UTILITY. I AND ALSO HEREBY DEDICATES THE FOLLOWING: I CLEARWATER VILLAGE -PHASE ONE' THENCE N90°00'00"E ALONG THE .SOUTHERLY IN THE EVENT. , J THE EVENT. A CABLE TELEVISION COMPANY- DAMAGES THE FACILITIES OF A PUBLIC UTILITY, I L ~ IT SHALL BE S LINE, OF SAID LOT 2, AND ITS EXTENSION, ,101:34 FEET TO ANON-RADIAL POINT NON-EXCLUSIVE EASEMENTS ARE HEREBY ESTABLISHED ON THE COMMOMN AREAS FOR THE ~ SHALL BE SOLEY RESPONSIBLE FOR. THE DAMAGES. THIS SECTION SHALL NOT .APPLY ~ I TO: THOSE PRIG I OF INTERSECTION WITH THE THE .WESTERLY LINE OF FREEDOM DRIVE A PRIVATE INSTALLATION AND MAINTENANCE of ELECTRicAL, TELEPHONE CABLE FACILITIES EXCEPT THAT GAS; OR OTHEf '0. THOSE PRIVATE: EASEMENTS GRANTED TO OR BY A _ PARTICULAR' ELECTRIC,. TELEPHONE, .AS; OR OTHER PUBLIC. UTILITY. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE; AND I INGRESS EGF2ESS & UTILITY .EASEMENT, THENCE SOUTHERLY 158.60 FEET ALONG PORTION LYING WITHIN THE PERIMETER OF THE BUILDINGS: DPERATION SHE IPERATION SHALL COMPLY WITH-'THE. NATIONAL ELECTRICAL SAFETY CODE AS ADOPTED I I THE ARC OF SAID CURVE CONCAVE EAST HAVING A RADIUS OF 750.00 FEET BY T E ~Y THE FLORIDA PUBLIC SERVICE COMMISION I ' COMMON AREA TRACT A . -INGRESS EGRESS UTIUTY EASEMENT H FLORID L , ~ DELTA ANGLE.. OF 12 06 58 AND. A CHORD WHICH .BEARS S02 30 42 W, I A TEN (10) F0~ 158.30 FEET ;TO ANON-RADIAL POINT OF INTERSECTION WITH CENTERLINE OF of A TEN (10) FOOT WATER AND GAS MAIN EASEMENT LYING FIVE: (5) FEET ON EACH SIDE I ~F WATER AND GAS MAINS. UP TO ANt) INCLUDING HYDRANTS: AND METERS, EXCEPT WHERE I I , W TER AND PARTIALLY VACATED: ;STATE STREET; THENCE. N89.12 53 W, ALONG SAID LINE, CLEARWATER. VILLAGE, LC., A FLORIDA LIMITED LIABILITY COMP NY ~ SUCH MAINS AI A UCH MAINS AND RELATED .WATER AND GAS . FACIL111ES .MAY LIE UNDER STRUCTURES. I 166.64 FEET TO THE POINT OF. BEGINNING. 1 THERE IS HERE BY: HERE IS HEREBY CREATED AN .INGRESS: AND. EGRESS: EASEMENT FOR -FIRE AND EMERGENCY I , V EHICLES, RUBI I AS: , . PRINT NAME OF' OWNER SANITATION SEI 'EHICLES, PUBLIC OFFICIALS, UTILITY COMPANIES, ~ AND .THE CITY OF CLEARWATER; FOR I SANITATION SERVICES AND UTILITY .MAINTENANCE OVER AND ACROSS ALL PAVED SURFACES. I. SIGNATURE OF WITNESS 1 # TYPE OR .PRINT, NAME OF .WITNESS. #1 I CEI SIGNATURE ,OF WITNESS #2 TYPE OR PRINT. NAME OF WITNESS #2 CERTLEICATE. OF APPROVAL OF .CITY COUNCIL L - CURVE TABLE f CURVE RADIUS LENGTH CHORD BEARING .DELTA srA~ ;STATE OF FLORIDA I . „ C5 ":..28.00 25:67 24.78. N64 5141E 52 31.37 C ° coU 4 750.00 40.62 40.62 50159 41 E 03 0612 ACKNOWI:EDGEMENT . COUNTY OF PINELLAS , F C3 750:00. 75.'48 25.45 S02°26'24"W 05°45'59" I: . STATE OF FLORIDA IT I: C2 750.00 42.50 42:49 : S06°56'47°W. 0314 47 . IT IS HEREBY CERTIFIED THAT THIS PEAT HAS BEEN OFFICIALLY APPROVED FOR I RECORD BY THE BOARD.-OF CITY COUNCIL OF :THE CITY OF CLEARWATER, 1 I RECD C1 750:00 158.60 158.30 S02 30 42 W 12°06 58 COUNTY OF PINELLAS PINE PINELLAS COUNTY,' FLORIDA,• THIS__ DAY. OF _ 200__.- - 1 t THIS IS T0-CERI1FY THAT ON THIS DAY OF ____~,M_ 20~A:D. I APPI PERSONALLY. APPEARED BEFORE ME As APPROVED BY: _ _ I . CITY: MANAGER r.~ - I - - ~ WN0 " - L~ LINE TABLE - , L • LINE DIRECTION DISTANCE _ IS PERSONALLY KNDWN TO ME OR.C-IAS PRODUCED.~__~_- . " L _ - - - 'L1 N00'47 07"E 29:83 AS IDENTIFICATION.:,AND DID. OR -DID NOT.Y TAKE AN OATH. CE I L2 S88'52~;30"E. '.2.95. _ CERTIFICATE. OF APPROVAL OF' :.COUNTY CLERK : - - 1 • ~ _ I KNOWN TO BE THE PERSON DESCRIBED°IN AND WHO EXECUTED THE FOREGOING L3 S88 52:30 E 13:63 STATE OF FLORIDA _ _ L - INSTRUMENT OF DEDICATION; AND SEVERALLY ACKNOWLEDGED THE EXACUTION STI .THEREOF TO BE HIS FREE ACT`AND DEED A5 SUCH OFFICER FOR THE USES AND- I - I PURPOSES .THEREIN EXPRESSED; AND THAT SAID .INSTRUMENT IS THE ACT AND .,col :,COUNTY OF PINELLAS I 1 DEED OF SUCH COMPANY. CLEARWATER I/LIIAGE = PHASE ONE WITNESS MY HAND- AND OFFICIAL :SEAL.AT THE ABOVE DATE. I; h 1, Ken Burke, Clerk: of: the Circuit Court of Pinellas County, Florida, PLAT BDOK 726, PAGES 6-8 LOr 3 her hereby certify that this plat has been examined .'and that it complies ' witl 'with all the requirements of the Statutes of Florida pertainng .to I - I PR/UATE INGRESS/EGRESS & UTITLITY EASEMENT ma maps. and plats qnd that this: plat has been :filed :for ~ CLEARWATER 14LLAGE -PHASE ONE MY COMMISION EXPIRES NOTARY PUBLIC STATE OF FLORIDA rec record. in Plat Book Page(s) _ Public I F Records of Pinellas'Coun y, Florida, this- ~ day of 1 ~ Z ~ _~r_----------- Rec ~o ~ , SEAL I I „ „ ~ W ~ TRACT D 20-----. I ° Q LOT 2 coMMON AREA ~ Kar I Karl;een F. DeBlaker, Clerk m ~ ~ Pin BY I Pinellas County,, Florida Deputy .Clerk I . I ~ z „ FEEDOM,DRIVE PREVIOUSLY . ~ I N90 00 00 E .101.34 ~ CREATED PER CLEARWATER I Q ~ o VILLAGE - Z p C I PHASE ONE ~ o N Z PLAT. BOOK 126, PAGES 6-8 N ~ O ~ J w REVIEWED: FOR CONFORMITY: 1 Q w LOT ~ o c~ j ~ LEGEND:. ~ ~ w ~ w TO CHAPTER 177, :PART 1, FLORIDA STATUTES I I C2 ~ I .Q ° ~ ~ Q N90 00 00 E 72.78 TRACT A Q . W : ? .DENOTES 4"x 4° PERMANENT REFERENCE MONUMENT: ~ W ~ COMMO AREA 7.Da w i (PRM 4621) UNLESS OTHERWISE NOTED. I N90'00'~0"E „ „ N90'00'00"E a ~ _ J LOT, CORNERS = 1/2 IRON ROD OR PK NAIL 1 ` THOMAS L: MAHONY PARCEL " G CLEARWATER " 3 . - 37.72 , 0 39:28, ~ VILLAGE.- PHASE.- .ONE PROFESSIONAL SURVEYOR AND:MAPPER 1 I Z~ . CAP (PLS 4821)..UNLESS OTHERWISE NOTED:, O LICENSE NUMBER 62139 -STATE OF FLORIDA 1 r~ . O O' x I ~ , ~ t R/W -RIGHT OF, WAY . CITY OF CLEARWATER, PUBLIC; WORKS ADMINISTRATION: ENGINEERING DEPARTMENT I I L 32:32 ~ r N90 00 00 E 59.64 P,O.B. - POINT.:OF BEGINNING. ~ . L ~ ~ w ~ o- ~ w N 27.32 32.32 ~ . ro' I ~RLS - PROFES~)ONAt LAND SURVEYOR I. z Q ~ rY PSM - PROFESSIONAL SURVEYOR & ~ ~ 2 C1~ l MAPPER ti o ~ ~ o C3 o c~ ~ .SURVEYOR CERTIFICATE: : 1 v > ° w O.R: -OFFICIAL RECORDS, rq _ I; Eugene :T. Caudell, the undersigned. Registered Land .Surveyor, I F- N O O ~ ~ w ~ N 2 ~ o ~ - - cn w ~ a o (NR) NON .RADIAL LINE q certificate No, 4821, hereby certify that on the day of I _ ~ 3Q W W O a M, 20___; this :plat: was. prepared under my I I _ ~ W 01 ~ 30 ° w ~ ~ z Q: t~ BEARINGS 'ARE REFERENCED . T0: EAST SECTION .LINE GRAPHIC SCALE direction. and supervision, and,that permanent- reference monuments have I . ~Q° ~ ~ o w..z o w w ~ ~ I OF SECTION 3-29-15; BEING N0016 06. W. . been ..placed . as indicated. hereon and that it complies with Chapter 177 I I cn ~ ~ ~ w ~ o °o - . 3o a ~o eo w Q ~ 3 °'w z w I of the Florida `Statutes and 6iG17-6. I . certifyahat this 'Plat meets ( all ;material and composition Qs per. Florida Statute 177.091: ~ o N cn o ° C5' I- - f. ~ a ~ b o L2 L3 ~ Q CLEARWATER l/LIIAGE - .PHASE. ONE I. iii o o ° ~ I o ' PLAT BODK 26 PAGES 6=8.. (irt FEET ) I o o a . ~ ~ 1 inch = 30 ft. _z _ Z _ z L1 C4 ..Eugene T. Caudell, P.S.M. No 4821 ~IAY 2 7 I 2005. 1 • f. I N - - _ - 15 DRAINAGE & UTILITY EASEMENT RETAIN BY CITY OF CLEARWA R. a o PRELIMINARY PL"AT I • OWNER: .IDO FISCHLER o 0 37, 9 27:33 32.32 ;,..28.96 40:84 o 0 FISCHLER I ~ N89'12'53"W - STATE 166:64 STREET VACAT P.o.e.. ED 30 R W 1 I ADDRESS: 500. N. -0SCE01 o 'VACATED R/W O.R.' BOOK 14084!;PAGES 1698=1699 a _ APT. 208. goo N. OSCEOLA AVE. _ : E. T. CAUDELL I _ PT. 2os P. S: M 1. ` - I ~ - - ' - - - - - - CLEARWATER F LEARWATER, FL 33755. ~~I~INAL N ADDITIONAL. 10.0' OF R W PER O.R. I - BOOK 2940 PAGE 51 .2321 PIN OAK .LANE EAST I RECEIVEi~ , PHONE NO.: 727-449-22~ I - - - CLEARWATER, .FLORIDA 33759 727-449-2209. I (727) 919-1639 ~~o~ . SHEET 1 'OF .1 I NOV 2 9 • I ~ PL4NNING DEPARTIVIEN"( - 1 _ CITY QF GLEARWATER. L--.----------- - - - - - - - - . - - - - - - ~w ~ ' } 44, PUBLIC f1 tf 1 N G EAST OF f ) 1 PUBLIC f ~ VACATED IN f ~ ~ _OR I D A, f ~ 7 ! f 'Y, FLORIDA. To DESCRIP I N. PLAT NOTATIONS. _ CERTIFICATE OF APPROVAL F COUNT F COUNTY CLERK COMMENCE AT THE. SOUTHWEST CORNER OF CLEARWATER VILLAGE -PHASE ONE,. THIS PLAT AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE STATE OF FLORIDA ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT .BOOK 126, PAGES 6 SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT: T ERE MAY B COUNTY OF PINELLAS THROUGH. 8, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, SAID CORNER ALSO BEING H E 0 TH ST CO R F O A A V N A ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND THE S U WE RNE O L T 10, E.. MARSH LL SUBDI 1SI0 , CCORDING TO .THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3 PAGE 44 PUBLIC RECORDS OF PINELLAS IN THE PUBLIC RECORDS OF THIS COUNTY. I K N BURKE ' RK F i T E , CLE 0 THE C RCUI CQUF 'aIRCUIT COURT OF PINELLAS COUNTY, FLORIDA, COUNTY, FLORIDA; THENCE ALONG THE WESTERLY .LINE OF SAID CLEARWATER VILLAGE - HEREBY CERTIFY THAT. THIS PLAT HAS BEEN EXAMINE PHASE ONE N00'15'02"W A DISTANCE OF 113:54 FEET TO THE NORTHWEST CORN R OF ALL PLATTED UTILITY EASEMENTS SHALL PROVIDE THAT SUCH EASEMENTS SHALL ALSO BE WITH ALL THE REQUIREMENTS OF THE STATUTES OF ' TEEN EXAMINED AND THAT IT COMPLIES IN FORM "ATUTES OF THE STATE OF FLORIDA PERTAINING , E TRACT "G" OF SAID CLEARWATER VILLAGE -PHASE ONE• THENCE ALONG THE NORTHERLY EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF TO .MAPS AND PLATS, AND THAT THIS PLAT HAS BEE LAT HAS BEEN FILED FOR RECORD IN PLAT ' CABLE TELEVISION SERVICES;. PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, BOOK. PAGES PUBLIC REC LINE OF SAID TRACT "G" S90°00'00"E A DISTANCE OF .72.78 FEET TO THE SOUTHEAST ~ PUBLIC RECORDS OF PINELLAS COUNTY, ' _ MAINTENANCE,. AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FLORIDA; THIS DAY OF , YE CORNER OF LOT 1 OF SAID CLEARWATER VILLAGE PHASE ONE; THENCE ALONG THE YEAR OF 2007. FACILITIES AND SERVICES OF AN ELECTRIC,. TELEPHONE, GAS, OR OTHER. PUBLIC UTILITY. IN EASTERLY LINE OF SAID LOT 1; N00 00 00 E, A DISTANCE. OF 27.33 FEET TO THE THE EVENT A CABLE TELEVISION COMPANY DAMAGE T S HE FACILITIES OF A PUBLIC UTILITY, IT NORTHWEST CORNER OF A PRIVATE INGRESS/EGRESS & UTILITY EASEMENT LYING EAST OF -SHALL BE SOLEY RESPONSIBLE fOR 7HE. DAMAGES. THIS SECTION. SHALL NOT APPLY TO SAID LOT 1 OF SAID CLEARWATER VILLAGE -PHASE ONE; THENCE ALONG THE NORTHERLY KEN BURKE, CLERK BY: . THOSE. PRIVATE EASEMENTS GRANTED TO OR BY A PARTICULAR ELECTRIC, .TELEPHONE, GAS, PINELLAS COUNTY, FLORIDA. DEf LINE OF SAID PRIVATE EASEMENT, N90 00 00 E, A DISTANCE OF 101.34 FEET TO A POINT ON OR OTHER PUBLIC. UTILITY.. SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND DEPUTY CLERK .THE WESTERLY LINE OF FREEDOM DRIVE, ALSO KNOWN AS TRACT "A" PRIVATE OPERATION SHALL COMPLY WITH THE: NATIONAL ELECTRICAL SAFETY CODE AS .ADOPTED Y B INGRESS/EGRESS & UTILITY EASEMENT OF SAID CLEARWATER VILLAGE. -PHASE ONE; THE .FLORIDA PUBLIC SERVICE COMMISSION. THENCE ALONG THE WESTERLY LINE OF SAIp FREEDOM DRIVE, ALONG A CURVE TO THE LEFT A DISTANCE OF 143.57 FEET SAID CURVE HAVING. A RADIUS OF 750.00 FEET AND A DELTA A TEN 10 FEET WATER AND GAS MAIN- EA EMENT REVIEWED OR O I ( } S LYING .FIVE (5) FEET ON EACH SIDE. OF F CONF RM TY ANGLE OF 10'58'04", AND A CHORD THAT BEARS S03°05'09"W, FOR A DISTANCE OF 143.35 WATER AND GAS MAINS UP TO AND INCLUDING HYDRANTS AND METERS, EXCEPT WHERE " " SUCH. MAINS A R AT W CHAPTER 177, PART 1, FLORIDA .STATUTES: FEET TO THE SOUTHEAST CORNER OF SAID TRACT G ; THENCE ALONG A LINE ND EL ED ATER AND GAS FACILITIES MAY LIE UNDER STRUCTURES. ES: PERPENDICULAR TO THE CENTERLINE OF VACATED STATE STREET, VACATED AS PER OFFICIAL I HEREBY CERTIFY THAT PURSUANT TO CHAPTER 17i CHAPTER 177.08-(1), ORDS OK 08 A -1 C THERE. IS HEREBY CREATED `AN INGRESS ANO EGRESS EASEMENT FOR FIRE AND EMERGENCY FL I STATU REC BO 14 4, P GES 1698 699, PUBLI RECORDS OF PINELLAS COUNTY, FLORIDA, OR DA TES,. I HAVE REVIEWED THIS. PLAT AN[ ilS PLAT AND FIND THAT S00°4707"W A'DISTANCE OF 15.00 FEET TO THE CENTERLINE OF SAID STATE STREET• VEH{CLES, PUBLIC OFFIC{AL5, UTILITY COMPANIES, AND THE CITY OF CLEARWATER, POR IT CONFORMS. TO CHAPTER 177,-PART 1, OF THE FL( , OF THE FLORIDA ' SANITATION SERVICES AND UTILITY MAINTENANCE OVER AND ACROSS ALL PAVED SURFACES; STATUTES. THE GEOMETRIC DATA HAS NOT.BEEN VE THENCE ALONG THE SAID CENTERLINE, N89'12'S3"W, A DISTANCE OF 165.65 FEET TO THE NOT BEEN VERIFIED FOR INTERSECTION. OF SAID CENTERLINE WITH SAID WESTERLY LINE OF CLEARWATER VILLAGE - MATHEMATICAL: CLOSURE. PHASE ONE, EXTENDED SOUTH• THENCE ALONG SAID EXTENDED WESTERLY LINE N00'15'02"W > , A DISTANCE OF 15.00 FEET BACK. TO THE POINT OF BEGINNWG. ALL LYING ~IN SECTION 3 , TOWNSHIP 29 SOUTH, RANGE 15 EAST. PINELLAS COUNTY, FLORIDA. CERTIFICATE OF APPROVAL OF CITY COUNCIL _ THOMAS L. MAHONY DaTE DATE PROFESSIONAL SURVEYOR AND. MAPPER STATE OF FLORIDA LICENSE NUMBER LS 6289 -STATE OF FLORIDA FLORIDA . COUNTY OF PINELLAS CI OF C E T PRIVATE DEDICATION. TY L ARWATER, ENGINEERING DEPAR MENT ARTMENT THE UNDERSIGNED HERESY CERTIFIES THAT IT IS THE OWNER OF THE LAND DESCRIBED HEREON, IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED FOR WHICH iS HEREBY PLATTED AS CLEARWATER VILLAGE-PHASE ONE-A, THAT IT GRANTS TO THE RECORD BY THE BOARD OF CITY COUNCIL OF THE CITY OF CLEARWATER CITY OF CLEARWATER APOLITICAL SUBDIVISION OF THE STATE OF FLORIDA THE RIGHT TO USE PINELLAS COUNTY, FLORIDA, TNIS~_.r_ DAY OF , - 2007. ALL UTILITY AND DRAINAGE EASEMENTS AS SHOWN. ' _ SURVEYOR S ~ CERTIFICATE: -ECU 1VE A N S ARE HEREBY ESTABLISHED ON THE COMMON 'AREA F H _ i, DENNIS J. EYRE MAKER OF THIS 'P AT D+ NON X L S E SEME T S OR T E APPROVED BY: M__e ~ L FH1S 'PLAT, DO HEREBY CERTIFY THAT IT IS A INSTALLATION AND MAINTENANCE OF ELECTRICAL,,. TELEPHONE CABLE FACILITIES, EXCEPT THAT WILLIAM. B. HORNE II CORRECT REPRESENTATION OF THE: LANDS SURVEYED, ~S SURVEYED, THAT THIS PLAT WAS MADE PORTION LYING WITHIN THE PERIMETER OF' THE BUILDINGS. CITY MANAGER UNDER MY RESPONSIBLE DIRECTION AND SUPERVISION COMPL{ES .WITH THE: REQUIREMENTS OF CHAPTER 177 SUPERVISION, AND THAT THE SURVEY DATA ;HAPTER 177 PART 1 OF THE FLORIDA STATUTES. I FURTHER` CERTIFY THAT THIS PLAT-MEETS ALL MATI :TS ALL MATERIAL, IN COMPOSITION, REQUIRED BY COMMON AREA TRACT A IS HEREBY DESIGNATED AS AN INGRESS \ EGRESS & UTILITY r, .FLORIDA STATUTE: 177.091; AND THAT ON THEE EASEMENT, AND SHALL REMAIN PRIVATELY OWNED AND 'MAINTAINED BY THE CLEARWATER VILLAGE PERMANENT REFERENCE MON MEN S H V )N THE DA' : 0 n. 4 °7" y Eft - F~ : ; 200 GPAPHIC SCALE u T A E BEEN .RLA HOMEOWNERS ASSOCIATION. REQUIRED BY LAWN VE BEEN' PLACED; AS SHOWN HERE 6N AS 30 p 15 30 C~ ~ ~ , . seP t 1 f t 1 t' _ ~ SI THIS l o DAY . ~ ~ 200. A A LIMITED LIABILITY. COMPANY ~ r CLEARWATER VILL G F c, ; ,00 qc,. 1 r BY` ~ 1N FEET . • MA A G PARTNER PRINT NAME OF OWNER - D NIS J. < E O FLO IDA > FESSIONAL SURVEYOR N0. 2885 g 1 ?865 0 { t • c i~~' '~i~AC'r "D" GEODATA:'SERVICES, INC. WlTN S #1 TYPE OR PRINT NAME OF ,WITNESS. ~1 ! LOT 7 ( 1822 DREW ST: S ITE 8 t r 4} ? C r C CO~nMON ~+i~EA U I 1 CLEARWATER, FL 33765 ~ ~N Q ( THE NW CORNER..: i u SI A RE OF WITNESS #2 TYPE OR PRINT NAME OF WITNESS #2 OF PRIVATE EASEMENT LINE TABLE. W l.~ _ N 90'00 00 E 101.34 W - LINE TABLE 1 r;r • n~;k y NORTHERLY LINE OF PRIMATE EASEMENT Z L1 N 00'00 00 E Q p- Z EASTERLY LINE OF LOT 1 PRIVATE ING>~ESS EGRESS ~ z L2 N 00'15'02 30,00,00" E 2733' , , / o the aI / ~ j0'15'O2" W 15.00' t.t"T' 'i 8.~ UTILITY E:~4SE0,1rNT W w L3 S 8912'53" E ~ ! CLEArc'~~1ATER VIL 1 ~ - s~i.) c ~r B ~ ~ ~ " ACKNOWLEDGEMENT. G~. ,A.,E OPti~ w B912'53" E 20.00' W l THE NW CORNER 72.78 P.h?. 128 PGS. E,-u ~ to L4 S 00 47 07 W STATE OF FLORIDA ~ TRACT ~G" S 90'00'00" E " " T Q FREEDOM DRIVE: PREVIOUSLY L5 S 00'47'07" W )0'47'07" W 15.00' . ~ e ~IVOR7FIERLY LI/V£ OF ,Tl?ACT_ ~ .w _ w 0. w " )0'47'07" W 29.83' COUNTY OF PINELLAS a ~ ----7.00. THE SE CORNER „ „ 2 CREATED .PER CLEARWATER L6 S &852.30 E: • x s OF LOT 1 " TRACT A ~ • vILLAGE -PHASE ONE 38'52'30" E 16.58 N 90 00 00 E Tf~ACT G ~ q w - - ~ CL~'ARWAT VI • Sr r t- .PLAT E300K 126, PAGES. 6 8 THIS.IS TO CERTIFY TON THIS AY OF 2007, PERSONALLY W 37.72' w .FR LLAG~ Phi11.,,~ ONE ~ APPEARED BEFORE ME, P.i:~. 126, PGS. 5-8 N 90 OD 00 E ~ ,MEMBER AUTHORIZED e • . , / ~ s} _ 7 ~ N 8~ 1? ~a W 1,,0.0,% .39.28 ~ ~ ~ AGENT, R VILLAGE, L.C., A .FLORIDA LIMITED LIABILITY COMPANY, ~ ~ ~_a ~ - - • , W o o d ..,f , CURVE TABLE ~ M ~ ° N 90 00'00' E w ~ WH0 I KNOWN TOM R CJ PRODUCED AS W ~ . ! ~ o ~ ~ ~ ~ ~ LENGTH RADIUS TH RADIUS DELTA BEARING CHORD ,..r ; N a 59.64 32.32 I W ~ IDENTI D DiD/DID. NOT TAKE AN OATH, KNOWN TO BE THE PERSONS • ~ i v c)I o N 90°00'00" E ~ A U A 143,57 750.00' ! ~ , V 750.00' 10'58'04" S03'05'09"W 143.35' DESCRIBED IN AND WHO EXECUTED THE FOREGOING INSTRUMENT OF DEDICATION ~ o `P ~ ~ B 42.50' 750 00' 00' 750.00' 3'1447" S06'56'47"W 42.49 W T T 0 T 51~ R o r~ ~ I ~ to AND ACKNO LEDGED THE EXECU ION HERE F TO 8E THEIR FREE AC AND DEED, C~~ti,~.; ~ 'tip cn ~ o w Q w > •8' 750.00' 5'45'59" S02'26'24"W 75.45' FOR THE USES AND PURPOSES HEREIN EXPRESSED. ~ G`~•, ~ cv 1 W > = ~ , e,, ~ ~ ! Q ~ • ~ ~ ~ D 25.67 ° 28.00 77' 28.00'. 52'31'37" N64'51'41"E 24.78' ~ ~ U~ ~i ~ ~ o ~ ~ E 25.59 750.00 750.00' 1'57'18" S01 '25'14"E 25.59' WITNESS MY HAND AND SEAL ON THE ABOVE T . 4y`S~ ~ ~ 3 u~ ~ I L.O t 10 ° : ~ v ~ S' ~ N N I ~ O O Or' W MY COMMISSION EXPIRES: ~ in } p o . ~ W o N t r P b i G ~ LOT 29 aP ,y ~ LOT 30 0 w o a y u I c ~ w o z ~r LEGEND: PRINTED OR TYPED THE SOUTHWEST CORNER o ~ zl ~ - k OF CLEARWATER V/LLAGE O Gi ~ ~ = z ~ ; ' PHASE ONE P•;• o LOT 131 w. ~r, k z ~ni 4r ~1r o o I- n,` D DENOTES 4"x 4" PERMANE t' ' .~~50 BEING. a- 1 cn , ~ I p 4,, t K 4" PERMANENT REFERENCE MONUMENT a ~ d . ~ , 7HE SOUTHWEST CORNER c7~ 0 2.95 13.83 > Ca (PRM 2865) UNLESS OTHE UNLESS OTHERWISE NOTED. ~ ~ of Lor fo ~ L6 _ E.A. MARSHALL SUBDIVISION 0 1 ~ R/W -RIGHT OF WAY T OF WAY ~ ( L a a , L3 S 89°7 2'S " F z 7 , J P.O.. -POINT OF E3EGINE . ~ ~ 1 ~O.OZ B INT OF BEGINNING P.O.B. 15' ORAIN~ n- ~ PUBLIC AGE & Ul7UTY ASEMENT TRACT A THE S RN R PLS -PROFESSIONAL LAN E CO E ESSIONAL LAND SURVEYOR N RETAINED BY CITY OF CL RWATER OF TRA T " ~ C G sHE:E:T ~ o~ , STATE ST ~ _ REST P M PRO S IONA Uf .84 28.96 39.85' S FE S L S `ESSIONAL SURVEYOR & MAPPER 0' ~ _ 3 R/W N 89'12 53 W ~ O.R. OFFlCiAL RECORDS PREPARED 6Y: LB 7466 PLS 2865 STATE Sl'RE 165.65 ET VACATED ;IAL RECORDS l~ACATED R O.R. B00 14084 PAGES 1 - P.B. -PLAT BOOK ' ALL RETAINED AS DR INAGE 69B 1699 BOOK & UTILITY EASEMENT BY CITY OF CLEARWATER , PGS. -PAGES ES ADDITIONAL 10.0' OF R PER 1$22 DREW ST. SUITE $ A /W O.R. BDOK 2940. PAGE 51 ~ r BEARINGS ARE REFERENCE RE REFERENCED TO: WESTERLY LINE CLEARWATER, FLORIDA 33765 . - of cLEARwATER VILLAGE. TER VILLAGE PHASE ONE, BEING N 00'15'02" W PHONE: 727 447-1763. ~ - ~ )