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FLD2007-0601914c��a 0&04/ oo�- 9 l 'i J y i� y d w� W .x t'3K' ' - s `Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE CASE #: RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) OR10jt RECtIvoQ JUL 1 61007 PLANN*k3 E a ;iEiVT CITY OF CLEi%NATER FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Mll Redevelopment Project (Revised 04/24/2007) PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: City of Clearwater - Parks & Recreation Dept. MAILING ADDRESS: P. .O.Box 4748 Clearwater, FL 33758 - 4748 - - - - -- -- - -- - - - - -- - - -- ..__._.........._.._...._......__.._.._........_......_....-..._...._ ......................_.._ ..... - ..... ._._.. ......... _......_... ................... _.....I............ PHONE NUMBER: 727- 562 -4856 FAXNUMBER: 727 -562 -4825 CELL NUMBER 727-224-7101 EMAIL: leroy.chin@myclearwater.com PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: MAILING ADDRESS: PHONE NUMBER: CELL NUMBER: BUREAU OF PUBLIC.'LAN ADMINISTRATION, M.S. 130 I - - - - - - -- -- - - - -- --- - - - - -- - - - -- - - - - -- - - - - -- - -- --- - - - - -- - -- - _.... _ .......... - - ..... 3900 Commonwealth Boulevard, Tallahassee, FL 32399 -3000 Leroy Chin —Park P.O. _Box 4748 C 727 -562 -4856 Planning & Project Manager FAXNUMBER: 727 -562 -4825 EMAIL: B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4- 202.A) PROJECT NAME: National Guard Armory RemOd$�IbJECT VALUATION: $ 4 0 0 , 0 0 0 . 0 0 STREET ADDRESS 706 N. Missouri Ave. Clearwater, FL 33756 PARCEL NUMBER(S): —1-0-/ a9 - %�- �-�•�� �-0- 0��- 0- 0-�{�- ass------- - - - - -- --------------------- - --- -- __---- ---- ------- ... - -- PARCEL SIZE (acres): 3.12 acres more or less PARCEL SIZE (square feet): 136 , 320 LEGAL DESCRIPTION: Lot 1 GREENF_ IELD SUBDIVISION _ _ __ —, as_ recorded in Plat.._. BooJc 31_,,..._..__ Page 28, of the public records of Pinellas County, FL PROPOSED USE(S): Operations Event Support Facility and other municipal and recreational base programs and related uses and storage. [DESCRIPTION OF REQUEST: 13,076 sq. ft. commerical space office /warehouse for cifically identify the request event staff vehicl p ude number of units or square _....___._._.. _.._..- _ ....................... ._.__....._..._......._....___... .__..__e..._.._ &...._.- E'._�I.0 pment.__.Aarkng (4.5�.- /..- )_._em ..._l_oage of non - residential use and all parking 11 spaces, 8 ' Ht .black PVC coated chainlink fen e r... - - - -- --- -- -- -- - - -- -- r -- ested code deviations; e.g. Set ac7t 5 from �eminole S -t & Eldrl wti .in ction in required number of 2-- ©-- p�p�sed- feTTCe---- _ —_ -.__ ______ ng spaces, specific use, etc.) S: \Planning Department\Application Forms \Development Review\2007 Forms \Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 1 of 8 • a DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNI' DEVELOPMENT, OR A PREVIOUSLY APPROVED'(CERTIFIED) SITE PLAN? YES _ NO XX (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. Ll 1. 2. 3. 4. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. See ..�tfac —hPd sheet The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. See attached Sheet The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. __ems attached Sheet _ The proposed development is designed to minimize traffic congestion. See Attached Sheet 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See attached sheet 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. See attached sheet OR GINA.E _ .. ............ - ...... .... ..... _ ... .... .._................. _..._....__...._.._..._.. - - -... RECEIVED JUL 16 2007... PEeAMM"' ClTyo CL&4 WATER SAPlanning Department\Application Forms \Development Review\2007 Forms \Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 2 of 8 2. 3. 4. 61 r-1 L / VRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) I Provide complete responses to the six (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA — Explain how each criteria i. achieved, in detail: The development or redevelopment is otherwise impractical without deviations from the use and /or development standards set forth in t zoning district. ------ ------------- ----- ...--- ...- _ ... _ ........ - The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as. well as with the gene purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district -- - - - - -- S-ee aff acFie� sT -feet -------------------------------- - - - - -- ---- -------- - - - - -- ------- - - - - -- _....... - .._! _ ............................ -- - - -------- --- .._._. -- - - -- - - :..— . - - - -- ......-- -.._.. -- ------ - .... - ............. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. See attached sheet S.J�bciiils Adjoining properties will not suffer substantial detriment as a result of the proposed development. ' 1 6 2007 - - - - - - -- — - CATX+ii .-i Pt JVAOR— The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will nc substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the follownnc objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creatinc jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and /or preservation of a working waterfront use. See attached sheet 6. Flexibility with regard to use, lot width, required setbacks, height and off -street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; C. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. See attached sheet S: \Planning Department\Application Forms \Development Review\2007 Forms \Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 3 of 8 his ral 0 0 STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A.21) See Site plan, Area Tabulation Plans ❑ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ❑ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ❑ At a minimum, the STORMWATER PLAN shall include the following; ❑ Existing topography extending 50 feet beyond all property lines; ❑ Proposed grading including finished floor elevations of all structures: ❑ All adjacent streets and municipal storm systems; ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ❑ Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; ❑ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ❑ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Provided storm water plan submitted to SWFW Stormwater plan as noted above is included for exemption because of removed impervious Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor S u _ elevations shall be provided. Storm water plan not required on preapplication mee with SWFWMD 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. act ng F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) See Attached Plan ❑ SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies, Provide Special use survey ❑ 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; NO major work around exist. ❑ TREE INVENTORY; prepared by a "certified arborist", of all trees 4" DBH or greater, reflecting sie canopy (drip lines) and condition of such trees; ❑ LOCATION MAP OF THE PROPERTY; Provide on Special Purpose/ Topographic Survey PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (le. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development 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; No major increase in parking other than addtion 1 empployea �P4,r lng. National Guard parking 57 spaces for tanks., truck, GRADIItlGPLAN,as picable; maintenance veh.. and officer parking at circle drive spac 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; provide copy of recorded plat RECEWD JUL 16 2007 S: \Planning Department\Application Forms \Development Review\2007 Forms \Comprehensive Infll Project (FLD) 04'- �2'Q7:doc ` .s.A Page 4 of 8 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) See Attached Site Plan for additonal information E3 SITE PLAN with the following information (not to exceed 24" x 36 "): Index sheet referencing individual sheets included in package; yes North arrow; yes _ Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; yes Alidimensions; for all new proposed work no dimensions of existing structure Footprint and size of all EXISTING buildings and structures; yes Footprint and size of all PROPOSED buildings and structures: no new proposed buildings _ All required setbacks; yes All existing and proposed points of access; yes All required sight triangles; yes 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; N /A Location of all street rights-of -way within and adjacent to the site; yes Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; ye s All parking spaces, driveways, loading areas and vehicular use areas; yes Depiction by shading or crosshatching of ad required parking lot interior landscaped areas; see landscape p 1 an Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening (per Section 3- 201(D)(t) and Index #7011; N/A Location of all landscape material; see landscape plan Location of all onsite and offsite storm -water management facilities; N/A SWFWMD exemption Location of all outdoor lighting fixtures; and existing fixtures mounted on building to remain r Location of all existing and proposed sidewalks. yes new i n s t le SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: See attached application answer to quetion_ sheet. EXISTING REQUIRED PROPOSED Land area in square feet and acres; 136 , 320 "' S . f .' 3 . 12 a c . -- — — Number of EXISTING dwelling units; 3 Number of PROPOSED dwelling units; 0 Gross floor area devoted to each use; Parking spaces: total number, presented in tabular forth with the 100 spaces number of required spaces; _ Total paved area, including all paved parking spaces & driveways, no expressed in square feet & percentage of the paved vehicular area: _ Official records book and page numbers of all existing utility additiona 1/20y000 sgf. 66 of —I a d area paving easement; N/A. Building and structure heights; 35 ft. Impermeable surface ratio (I.S.R.); and N/A r _d ,r• d i mnPrvi rr„ G G,�rface.G Floor area ratio (FAR.) for all nonresidential uses. N/A existing structures no new struct res REDUCED COLOR SITE PLAN to scale (8 %2 X 11); yes OR NNW. FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: ECIND One -foot contours or spot elevations on site; provided JUL 1 6 �(j07 Offsite elevations if required to evaluate the proposed stormwater management for the parcel;provide U 1 All open space areas: See site plan �...� - - - - -- PLA��� _ WA Location of all earth or water retaining walls and earth berms; N /A CI1Y OF CI.Et:�t ER __ Lot lines and building lines (dimensioned); property boundary. dimensioned existing structure Streets and drives (dimensioned); existing streets 'modified driveways dimen. not dimen Building and structural setbacks (dimensioned); provide .25' front yard & 10' side yard setback ines Structural overhangs; N/A S: \Planning Department\Application Forms \Development Review\2007 Forms \Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 5 of 8 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) ❑ LANDSCAPE PLAN with the following information (not to exceed 24"x 36 "): All existing and proposed structures; yes & no new structures Names of abutting streets; yes Drainage and retention areas including swales, side slopes and bottom elevations: N/A Delineation and dimensions of all required perimeter landscape buffers; see Site civil .drawing Sight visibility triangles; yes Delineation and dimensions of all parking areas including landscaping islands and curbing; ye s Existing trees on -site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required ____ - tree survey); ye s Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; ye s Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all '06-existing proposed g and p posed landscape materials, including botanical and common names; "' yes Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; e S Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and _ ........ percentage covered; N/A Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); N /A Irrigation notes. see irrigation plan ❑ REDUCED COLOR LANDSCAPE PLAN to scale (8 Y. X 11); yes ❑ 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 exceed landscape requirement otherwise N/A 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) ❑ BUILDING ELEVATION DRAWINGS — with the following information; All sides of all buildings; Dimensioned; N/A X'xisting buildings Colors (provide one full sized set of colored elevations); Yes Materials; N/A existing building _____ Sight visibility triangles; see no reason for site visibility see site civil or landscape plan ❑ REDUCED BUILDING ELEVATIONS — same as above to scale on 8 %= X 11. yes J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) ORIGNI . RECUM JUL 16 2007 QLANN*4a CI1y,D CLEi- moVATER triangle on elevations ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height; etc.), indicate whether they will be removed or to remain. signs other than the National ..Guard _ Armory etc,he no existing W into stone will remain.. See new site 1de11 ifcati ❑ All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; S 1 freestanding signs shall include the street address (numerals) see attached drawing and spec' s . 6" high brass 706 numbers will be placed on 6 "x6" post. ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8 % X 11) (color), if submitting Comprehensive Sign Program application. N/A S: \Planning Department\Application Forms \Development Review\2007 Forms \Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 6 of 8 K. TRAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) o x� `i � � 2007 Include if required by the Traffic Operations Manager or his /her designee or if the proposed development: Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. N/A PL�'+ANN" �3 �'"G Will generate 100 or more new vehicle directional trips per hour and /or 1000 or more new vehicle trips per day. nD11y0F CL& 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. no Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. N/A 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) N/A Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. N /A ..., Acknowledgement of traffic impact study requirements (Applicant must initiai.one of the following): N/ A Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. N / A Traffic Impact Study is not required. N/A 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. 13 Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): N/A Fire Flow Calculations/Water Study is included. N /A Fire Flow Calculations/Water Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562 -4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. ure of pr pert owner o representative STATE OF FLORIDA, COUNTY OF PINE It Sworn t and subscribed before me this of A.D. 20 or by h` who i ersonally kn as produce as identifp` Kimberly J. Feeney Commission # DD384493 Notary My cpr eooaesrois f` n S: \Planning Department\Application Forms \Development Review\2007 Forms \Comprehensive Infill Project (FLD) 04- 24- 07.doc Page 7 of 8 0 N. AFFIDAVIT TO AUTHORIZE AGENT: Provide names of all property owners on deed - PRINT full names: BOARD OF TRUSTEES OF THE INTERNAL IMPROVEMENT .......- ... 12U�T FITND - ._....._ ..... .... - -- - ................... -..-...-_-._.._.-......__ ................. .......... _ .......................... _ ................ ................. ........... .... . T OF' THE -STATE -OF FLORIDA 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): —7-a6 --R- M i G G n n r i Aye- C l e a water, Florida - 337-5- -___ __- 3. That this property constitutes the property for which a request for a: (describe request) National Guard Armory Remodel by Parks & Recreation Dept. _ City of Clearwater 4. That the undersigned (has/1-ave) appointed and (does/do) appoint: Leroy Chin - Park., Planning & Project Manager - Parks & Recreation-Depi Art Kader - Assistant`-- Director - Parks & Recreation Dept. 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; That (I/we), the undersigg�n'edA�auth-odty, hereby certify that the foregoing is true and correct. f7 Or1a ar Property Owner rations and ement rAnoiltant Manage Bureau of Public Lan A mmon — - Property owner - -- - Oiyision dState Lands STATE OF FLORIDA, Departnlent of EavdroffinCIItal Protection COUNTY OF PINELLAS AV«(�, �I,��� �a��n.o� rne the undeirsigned, an officer du y missioned by the laws of the State of Florida, on this t da of /� ((ri� _ Y �� personally appeared C1 � C- • Cj who having been first duly sworn Deposes aM says that he4o fully understands the contents of the affidavit that he/she signed. NOTARY PUBLIC -STATE OF FLORIDA Michelle Brady Commission # DD507113 Expires: JAN. 16, 2010 Z1,2 !3onded Thru Atlantic Bonding Co., Inc. Notary Public nature Notary Seal /Stamp My Commission Expires: REMM JUL 16 2007 S: \Planning DepartmenhApplication Forms \Development Review\2007 Forms \Comprehensive Infll Projedt -f FL[i) &q- - 07.doc Page 8 of 8 Guard Armory RemoclgPing • 706 North Missouri Ave. Clearwater, FL 33756 May 29, 2007 LIST OF DRAWINGS SHEET NO. TITLE OF SHEET DATE Revisions 1 of 1 Special Purpose /Topographic Survey 5/10/07 - 1 of 3 Site Plan — Permit 5/17/07 7 -16 -07 2 of 3 Area Tabulation Plan 5/17/07 - 1 1995 Aerial - 1 2000 Aerial - 1 Equipment & Parking Layout - 3 of 3 Site Details 5/17/07 - 1 of 3 Landscape Plan 5/18/07 7 -16 -07 2 of 3 Irrigation Layout 5/18/07 - 3 of 3 Detail Sheet 5/18/07 - 1 of 1 Conceptual Photos Before /After 5/22/07 - 1 Elevation of Freestanding Identification Sign - 1 Copy of Deed 8/15/1952 - LIST OF OTHER ATTACHMENTS 8 sheets total Flexible Development Application May 2007 7 -16 -07 6 sheets total Responses to Flexible Development. Application May 2007 - 6 sheets total Responses to DRC Comments 7 -16 -07 ORIGI►' q RI4 JILL 16 2007 CI►ti' i� ClEi4ffiATER DEEA393 PAGE365 FEE SIMPLE DEED DREW'S FORM R. E: 3% Manufactured by The N. 4 M. B. Draw Company - Jacksonville, Florida Expressly for Photostatic Recordlno h 0 is. adenture,+ Made this 15th , day of August , A. D. 19 52 , i�etween THE ARMORY BOARD, STATE OF FLORIDA, of St. Augustin* of the County of St. Johns and State of Florida- , part 7 of the first part, and CITY OF CLEARWATER, a municipal corporation, whose nailing address in-P. 0. Baas 1348 of the County of Pinellas and State of Florida party of the second part, Vffiti Ap that the said part y of the first part, for and in consideration of the sum of Ten Dollars and ether good and valuable consideration to it in hand paid, the receipt whereof is hereby acknowledged, ha s ggrdrtt-cd, bargained, sold and transferred, and by these presents do es grant, bargain; sell and transfer.. unto the, :said party of the second part and its heirs and assigns forevbr, all that certain parcel of land lying and being in the County of Pinellas ; and State of Florida , more particularly described as follows: The East Four Hundred And Eighty (480) feet of the North Two Htmdred and Seventylvifour and Three- tenths (274.3) teat of the Most Seutherly Five Hundred and # Nineteen and three- tenths(519-3) Peet of Block "Dp t according to the Map of NEW COUI+I X CLUB .ADDITION recordod in Ylat_;,_Bop a i4s_9f tie Ptib],1 __.... - •._.....: - : . - Records of Pinellas�County, Florida. - o . JUL 161007 r _ KAN*r, cv «yam Ml CBTY'6jEC1U -0- VA)ER $nget�ter with all the tenements, hereditaments and appurtenances, with every privilege, right, title,- interest and estate, dower and right of dower, reversion, remainder and easement thereto be- longing or in angivdse aFppertaiziinrg: TO �! �e AM O 1d. the same in fee simple forever. d-�v a "7/7 &W Of orlda,- COUdy 0f ST. JOHNS — �lereby �eirt�fy, That this day in the next above named State and County bef ore »me; en officer duly authorized and acting, personally appeared HARK W. LANG, Vice Chairmans and RALPH W. COOPER., JR., Recorder, to me well known and known to me to be the individual S described in and who executed the foregoing deed, and they acknowledged then and there Wore ore me that they executed 'said deed. on behalf of the Armory Board, State of Florida. VOW 04,1 i,'0 �,, Vl 1 •ir.t i'rrl ►I,�,�,+J1.1.• 1. 1- 1►�'>♦ HORNS my hand and official seal this 15th day of r r y A 4? F�' � f• i b Oe August , A. D. 19 52, at St. Augustine, Florida r ,.. -- VI JUL 16 2907 I&ft,► ,try, sue. of FlOrM. at My commission expires M.. con."Issw emoo s 4MV It f.Q�f�� �'� « A`1i • °i� digrnd bw AwArim Su r6ft CliYvF CLEr?WVMER . A. D. 19 Coll w► 0 j i! A c� Ca o 0 1.4 tij C h PD F-& PLO c+ ct 1i ct CD 0 0 v 1'd t a C a 3 7 n Oe ,1 b C.) ^' a @ W:3 ] r) 0 A• eyv. 17. ". o It CM tZ tAi cob Ob 0. fl. Z a :.f b �. O � �C 1 �• � .A,.. 0. via to �„ v C �• I Cb '7 f0 f0 Q (1 1O am CT i . Coll w► 0 j i! A c� Ca o 0 1.4 tij C h PD F-& PLO c+ ct 1i ct CD 0 0 v 1'd t a C a 3 7 n • f- CITY . OF CLEARWATER OFMCE OF CLEARWATER FLORIDA '40. 3" JUL 16 2007 CITY OF CLUT (MATER C ;.I;TY OF CLEARWATER Or►rics Or- • 'CLEARWATER. FLORIDA .j iNOW we daft =M4 As tt. f F� -W Pee ww=qpmw. rtu � WNW_.+�- R1UTkD JUL 16 2007 CRY 0; CL&IfflkiER of i 8 ARMORY BOARD STATE OF FLORIDA STATE ARSENAL INCA ST. AUGUSTI E 30 July 1948 The City Ca mission City of Clearwater Clearwater; Florida A4mt Xr. •' 1piw* Cooley City Auditor A Clem Gentlemen: I 4m happy to advise you that the alto describ- ed is your letter dated July 23, 19118, addressed to Capmgin Fdchard B. l'oodring, the description being supp- lemented by a plat attached thereto to acceptable to- the Azmory Board of the State of llorida as being a desirable location for the proposed Armory to be built in the City of Clearwater• The deed to this property should be made to "fie Armory Board, State of Floridaw, and forwarded to the Adjutant 00116=1, State of Florida at the State Arsenal in St: Augustine. The restrictive clause suggest- ed in your letter mentioned above, *To be used as a site for a Ifational Guard Amoryn, vin be satisfactory with the Armory Board. Please be assured of the appreciation of the Amory Board for the cooperation being extended by the City of Clearwater to the Natignal ftard and be further assured•that this amce vill.do all In its power to make the proposed Amory at Clearwater,& rurality at the earliest possible date. C-1w 111WL RECtI` 6 X001 ryas ° %M vly cj � V. Pery truly yes ARIA BOII+ia: W. Brigadier hens , AW, FNa Me Adjutant Owwral AAMMALL A b d k •. - -:,.- �,:��� -.mss i a� � -.� ��� z AdM6 PA- REct JUL 6 7-007 I T Y sJ C_ i WA 0 F RL -hNw� qw- 24 July 1948 SUBJECT: Letter on Amory sits. TO Yr. Fswiok . Cvolif, ..AMY Auditor and clerk. 1. 1 .Ai!!!Mi pt of you letter- dated -2,3,4017, 1948 i in reference to time .offer ° :t*' 114 of a site of land to the National Guard -for :•:.: 2. Your letter -has beau forwarded to Colonel Robert G. Mite, A.G.D., Ass'to A•G., Military 'Departmeut, - State of Florida, St: Augustine* Fla., as of this date. 3.* Mpon our* receipt - of; .the ;: State approval of the site offered by the d1ty, the local Hatietlal pq ::. p=•y Board win meet with the City Coeaissiori on 2 Augnat 1945 to receiving the - transfer of ].and - iran the City for the eeeet p : of: 1Tatioaal Guard Arspry.. . 4. The members .of thin.: -t ,fit -as well as other Natleaal Guard officials, wish to empress the'. bRp ty -appreciation to-.the members of the City Cosadssioa, She'.CitY: y Board, and other laterested persons for your prompt coopi.6tioa and action. 3. We feel very stro 84: Wit: the armory will add lowasureab4 to the aontianed- growth of. th":* flee :.city of which we -:are all a pert. . SWerely, R,ichArd 5..- Woodruw Capt., Co. %KN v 211th. Inf. FNG Commanding ' JUL 1.6 2007 411Z CjTy OE CL& r,%IX EII . CITY GP-.--CLE-ARWATER- 0FrFlCE OF, CLIZARWATER. FLORIDA *k- . 6da"m APO, 4p" QBu:req, �� li. Wok Awl *ago mp—mMWVW mw Rpm* '40 we Awi'M" -,ww,VmA* AL at* SW 46 A. Jun 15 12:37p City Rttornet 7275624021 JUN -14 -2004 14-'50 DEPT. OF MILITARY HH -HiKS r CiTY�`� OV .MLEARWATER •DEED' §b#,' CONVEYANCE COVNrr ®r 7`2a•A ,d� Lw�tji�tf� ...- .�...�_.._.., a. D. 193.. 4eeaesn the CITi OF i Tlf76INDL1,- TQjtE.�rde.�e. •. --.� -• Tb CLSd.RWATEA. rLOAIDA. t iteoofelt+e! t07�°nYgnt D°rC� c� the brat pert, and_ . _._._.._.___ l _. lW8ID1, of 9t. ♦tlga�la�; ..., - . �-- •----- M the eouatr t%mr'l?aed part• Cad Sate �- ---- -- .__.._........___... WITIQESDIDTII. ThacIthe party of the drat WL for and In aoaaldarat)on of rbo eats of- ...ice- ••••.•..•- Dollvz Cad Other t Cold add vldamble canaideradod to at In band prlld-lr WQ parr of tbt a4oeD0 Dan, al or baton the eaasallas Cad dNlver7 of tbeee presenta. th. r.eelpt efh4reof la h rreby •ackao Ie416d, ham granted. MrgaJaod. Cold• eoavged and conilrmed towto tAe said - _.a�..'�Lwi�uaad>aarLJtad Ia.1�S1�- 7c�vW'a. .11 Let (otlOwlnt 'I... patuL lot Or tract of land*::`^_ •.�. :,+,_;�••... Y Lot 1, Gazawj 1D SI) Ta3I0v,_ as recorded in ?']at Hook 31, 1 �'t i ` ►' Tttge 28, of the public X-14" IRICZ'01) of Plnslletr Coauty, Florida. - T� City taxes are warranted Paid tar 1751- and prior years. tporary taace ere warranted paid row Ian and WSW 7earp• . TOGErg= WrM all sad .1nvol- the a.nements. hat edatmwcDt; alit) aporrtevanemP tbareaoto heloo�fa6 or apnarta►a- f c. ascwvs r'IC ►C UdC or JotcreiL local or eaaltable. of the said Darr of the Arrt pan o4 In 4j &dffm' .a'Y .. ?O HOLD Ufa same onto the Wald pull of the aeeoad.parL _ital; heirs and.artelgaa, to its_ ' - eoaater'alsned .by. W w and 14A earpmratc anal to 110 her"ate ataached. .. L 4. •t",• - . Approved u to (arm and eorceetaeam: t . CUT Allora .• _ __. gTAT'R o! rL ORWA. l C *NTT Ot PLNELLA9 1 ' L HIM9SY CESTI". That oa tbta rid der of ._dept! a1---- A. D. !!.. 52 before me peteaw f - ]diddltlt0�, -li.� Havear -r�� H"�.�1p1fR .1 oration a)IF appeared —1 of Ctearrrstar, a ntualelp eorp reeD,ettvtdy City Manager. City Aa4ltor and Clerk and W*YO1`•Cemmlaaloner of the City - ozixdag under the lace or the State of Plorlda, to at Itoe.a to so the mdividunls and oRleen dccerlbed la wt) -be ezoeote4 the �, D% P. Liti�. dA ,..OS.�._.Atl�f4�:la�.- .••.. - -- - forecolag oomv47anca to �_. �e -d�� acknowledged tae eYeeulloo fhoroot to be their tree act end deed u ouch sma oRlaarm eher4vnW day artJwrtsad: add that The OU10161 veal of amid munlclpal eorporattou to dilly ached ibcrem. and the eeW Conveyance Is tbo �tt"aad 4044 of nerd eorPoratloa. .i _. -W!T F)A mnsturc Cad a4Jclai seat at C)onrunter In the Caanty of PincAas and Slate of Florida, the dnr and year.'. Vii-• � `G /J _ ��•_.... •','L "a t -.1' �/ L..it #'lt`` �'• " ot�ry P is Suit. al F)o ride at hT.. TIY Gans Cif6elOii EADIrUF: •," � �' praN Pupi:c. �w +c 7 1952 .� .. radar r.o •rr De {� .•A MV c°m'^ Ar+rc %fa "r, 'Co. 01 vL'� r. iCiL -c-. Jun 15 04 12:v Cit�j Rttornetj • 0 7275G24021 JUN-14-2004 14:50 DEPT. OF MILITARY HH-HIKS =10011 own&. � -?.. -CITY'," 0P .-MLEARWATER • DEED CONVEYANCE IMAM r7 CooWrr OR x _,_,septvmbmr...___ Azi. is_SZ. between the crry or THIS 1343DIMMVILE, Imade dad __24WAM B0A.JW CLXAR-ATEIL 71.0ftil 0 oral v6r%4 )A. 0-Giakiw. a rUMMA, of St. Augm )010084 Dart. and vnTxr_&gpVTlL Tbatithe party of We arsvpart. tor and Ic nossidarstlam of tbQ "m of.-TAIND.—Doll'Apr and aibor C004 and VWU&blg VO"d_AlA to it to band VaM-XV ABU part- 161 lbA "6004 Wt. KL or bW* the annsaltAt and 6*UvOI7 Of same pr000mm, sib. n-elpt V&Ormof I& It, r6bv.aelmoviledled. has created• urtsiAked, aoid, omvwsd ame, confirmed auto else owd NMt� ANd W Z&e jWOWUW W&OO VWCd _. .!A or !ra Of 1404,QAAPS� —.4 C" UL%m are wormatad Bald W 2353— aos priat Years. County tamcs, are wezrawod paid for 39_9 and Prior Yvw . -e4)LSUWDL-- And 6110ricasoC46 thersonta belooging or appgruLiv, TOGET3= WITH ell and plogf)" the "OfIRSOLL 1163 1 Ing, g,,j.WV4wy rigkl Ut)c or IOWCgL IMal Or "SUGNS, OC the acid Darts of FAr Aral pan ft. lovideaga" 'Ajjjj=VO HOLD the %.um ease the jon.&I pdLrLy. of the Pecand Part. .1191, litirs 4ad uoltnc to .0motersigmed. -by. W and VA drpm-aft alai to %pop hGe"W14 (etas hod. ADDrOWL-4 as 40 two dad cogreAlifteolk, City Altorn, STArm OF rLORML COVNTT Or Ix ll...52 bolare me Dallas- HIMNAT CERTUPT, That OIL ClIts 4317 UPP..4 I Lb4 City of Clear respecti,,oly Clw Mababor. Ctty Aoattor sod Cie* 'LOA Mayor' lbwlanl�r Ol Water. a mv esocated the CALAUDS UU4er tea. lave At the state of Florida. to -C kutrPlA to s. the and officers dcccdb*d is 584 -b'. lomoing O"Vecralml, to -Ch Una s&vqwallr acknowledged We eXeCUL100 thW401 to be the'r tree act and the said offices thereacto 4QlY authorised: und that be offlok, goal at sold wonic1pol corporation is d617 991 84 tb# o4l.and deed of owd cOTWAL1411- ooneeynnee 9 Aud DMIcUl #4nl at'CloLrwatar in the County of Pincll&l And St,je- at Tjorlda, cle 4&Y and 7ear.' 7 at ;;X- v v- t of NY Conjmi4.101) 1�1J%rusz " -0e: '7 1 I 7by 0, Aw,ico r ------- as recorded In Plat Book 31, ?%go 28, of tba public records of Menmi* Coulsty, nor"si. 16 X001 i C" UL%m are wormatad Bald W 2353— aos priat Years. County tamcs, are wezrawod paid for 39_9 and Prior Yvw . -e4)LSUWDL-- And 6110ricasoC46 thersonta belooging or appgruLiv, TOGET3= WITH ell and plogf)" the "OfIRSOLL 1163 1 Ing, g,,j.WV4wy rigkl Ut)c or IOWCgL IMal Or "SUGNS, OC the acid Darts of FAr Aral pan ft. lovideaga" 'Ajjjj=VO HOLD the %.um ease the jon.&I pdLrLy. of the Pecand Part. .1191, litirs 4ad uoltnc to .0motersigmed. -by. W and VA drpm-aft alai to %pop hGe"W14 (etas hod. ADDrOWL-4 as 40 two dad cogreAlifteolk, City Altorn, STArm OF rLORML COVNTT Or Ix ll...52 bolare me Dallas- HIMNAT CERTUPT, That OIL ClIts 4317 UPP..4 I Lb4 City of Clear respecti,,oly Clw Mababor. Ctty Aoattor sod Cie* 'LOA Mayor' lbwlanl�r Ol Water. a mv esocated the CALAUDS UU4er tea. lave At the state of Florida. to -C kutrPlA to s. the and officers dcccdb*d is 584 -b'. lomoing O"Vecralml, to -Ch Una s&vqwallr acknowledged We eXeCUL100 thW401 to be the'r tree act and the said offices thereacto 4QlY authorised: und that be offlok, goal at sold wonic1pol corporation is d617 991 84 tb# o4l.and deed of owd cOTWAL1411- ooneeynnee 9 Aud DMIcUl #4nl at'CloLrwatar in the County of Pincll&l And St,je- at Tjorlda, cle 4&Y and 7ear.' 7 at ;;X- v v- t of NY Conjmi4.101) 1�1J%rusz " -0e: '7 1 I 7by 0, Aw,ico r ------- Jun 15 04 12:37p Cit ttorney 7275624021 F.2 JUN -14 -2004 14 =51 OF M1LI IHKY Ht- rHIMZ) CITY -- -- O F. C LEARVATER DEED -OF CONVEYANCE aIY L JUL 16 7.007 at t R_6i 29�i ".ilk � fi`!`' i►��1 . STATM OF TI =A 1 Comm or >'armu.ae 1 T1318 1ND>DIaTIIItID, made the _ r _ dal oL. AU9U13t -- A. D. 18=�. between the orm or TEE 9.RiMY BOARD CxmARWATIDrt, D .OR>DA, a munletpsl oorpo aUou. Dar:Y at the drat part. and St Tot as STATE OF .ngA .IDAz of St. A�t1ne, - cad 13bee or• Florida party—!at tae asoand part. WlTAi8B881t8. That the part? of the nret pert. for and in consideratten of the dam o 10�= 1onnrr t+a other good and ealaable'eooaldaratian To it 1n Ladd paid by eats part �L of the aecmna pert• at or beter ewaauog dad d urory of theae preeests, the reea6l wJbwiac is IIe; ,AgIMM grasre4 Darnalned. cold. sour .d mad eomnrmed =ub tho cord part_ ne the aeodnd ya-t. and to 1137 .. as a tmovsr, an Ma folloa^tes pteea parool. ion or tract pt^lea . altaato, btag and,lotaa V the OoontT of plsouaa.aad State or nottda, to described go fotlotte, to•wlt: The Last Four Hundred end Ri,ghty -(480) fast -of the r 1Ltl! Iguadrea and Seventy -roar and•'Three- tenths 1e s:(Z7 4: t of the .Ncet Southerly' Five Hundred and i3) '�NaeLe' d three- tenths ( 519.3 2 eat of Block ID"; acooaF a the Map of Now ooun4v Club Add.1ti.on, �` r$ooi• a Plat Bonk 20, page 64; of the publio f r0o �� Pi ne7 ] as County, Florida, �re�aleitso b erty shall be used as a site - Or a National Gnarl +mod = time the property s1lall cease to be so aced, sal le o Grantor, its emooeesore or assigns. 'a o ' U6- ire yatd for >:e4$ aaa ptioz Tears. . d paid Sbr 19`1? and prior Tears. j AVI�Ff ' ontralar the ramemamtm bw adltamaata odd aypart. aaapa cheraunto 1►songloc or appertala- 1'L'.` L legal or equitable, at the Bald pat t7 of the Oret )art af. fa cad to 2 ` t its B1IfIQ B90TB, came anw the wa Dart_v of !be wooed hart. �.ha1m aad:aeAgme, t t -Alto— Me ' .forever. � ea0a #:i•tT bf tsri'tlsac part Oas e+tylbea thetie priaa.la le be esecafod f9'iF —date tT its a1ST .oanterstmod by It, 1(asorOoatmlee1011er, aaa Its eorperato goal to le barounta altaohea. piss -A:Y4J_i �4ea7'or•Caatai , net HARRY E 61s'a euvaced In presence of: BTATIO OF B PIDA Cm HT. Its COOLSX Apbroved u to form and traetaen: anti Attrnraapr G • I. COIINTY Or rL`" ) . . a r.ffgMWT CZRTIM That on this— T ol day of A11R11BfeA. D. I3-M be6ft mi parson- IrgpRg CO HARRY D. �SAR4F.ANT al1T dltr Andiior and Cfart Iseloaes of the City at earvater . a muatcipal eorDOrptlon "Im,wavay, 'at1 manager, 62uuataade the State of Tlorlda, to one to be the, ftidtvfd%&U-and asleerr doeer'yod,la.and w'lo eteeated.fbs ton C f� a ARMORY BOARD STATE. OF 71MMA and wtcr.ilrr aekaowledBed tht a =eoatioa thereof - ji d e4� it ee sec dada 14 Cb M14 attics d: and titan the social coal of aatd tlIxepN 'eotporatlon 5 dull 'aBlsod t5oreoe, e b cbe eUa oow saki earvoratlon. -• $ ad o¢iclat east at I71eetwateE is the e:ounu of ptnellet an state of Florida, the 0 I end Tear tx:+ta At L Lrnt, 4laya -.2 : � , HIM -t- A. c f. 4 GREEN FIELD SUBDIVISION XLEARW PIN , AS A FLORIDA N Q ,:y 0 -d dj.-+ -.0, UESCRI"loW .6, 46 6- f S. St f�Sp= d i o4o.ot H. 4. 1• -.#-. li- I M; •Mq� A�, ff-;., W 0'02307W. 66. ..id ;4t-, 3%A ff, 4� 16 h- J 3-"]. St. M "!3D'-OO'W, 1139.66 H. k '. 14 , 'F..,+• '.'*.-' P�.f i 020WATsom Ild dw FM AMHOWEDGME T F K5,-,6y - -"t. L-lg4 A& :1- .2 -6 06.r., .e a-k e,.d J.A-k- ,.d cif aFclo,w6.e 4.r 46 Y. a--d. APPROVAL APPROVAL &A- G-A, A�� bx 46 C�� f i-fl- -Y. Ff.�d. . &.m.-Ady ,!=ERS Cc"ncAa .0- ............. .3 7 0 MINYL RECIAD, JUL 16 2007 CITY OF CLEiAMWER i 269A 2698 w 1 2: I ., I 4 I I 5 6 4 1006 I H10 m11 12 I °°; f0o4 100911 E31 12 5 fool I �� 13 o© 12 b X13 2 11 11 �4 �4 w w 000 w o ��� 53 '� R/W 5600 -1906 STREET N — — o = Ry I I a — % Z I I w w 5 4 3 2 1 vacated R/W 6531 -71 E w . k2l u.y. � Dr.— Utll. Easement Retained __ I of 294 900 Q 31' Ing /Egr Ease Over Pavement 1 N nOiV 32 31 30 °��`—I�rL�{�t�4�1 1 r m http: / /www.clearo 5 Disclaimer: 15 16 ? I Public informotit W 901 �y� O 4 Public Works Adi FS • W1 • and used by the /acated R/W 11666 -479 = 816 received was he J '131 �+ infrastructure in F iai �' 60 makes no warra r W 1 I 3 accuracy, comp) partic 5 4 3 2 1 JACK RUSSELL STADIUM ' 910 any other assumes N i w PWA /E assumes 3 r.N 53 t� 1 I Z or r-nisuse of su 3 Vae. Isye - O V ai i i • 12 2 806 W 9352-294 V I I O This Atl, 10 12 13 14 4 15 16 m �(� 1 I a For informotio I I I1 0 e R i i 1 802 _ c c c c o 60 11 801 RINOLE °a STREET C4 A w C 771 %c70.11 A 3 ti w w I w 1 s U B 1 710 7 4 3 2 3 l 28 5 2 0 7ley 2 1 s 12 6 t B 3 12 13 14 15 16 5 E E F � ri 706 Z • 5 706 0 1 c 10 702 G R' 6 11 ° ° ° R 701 O w q ' • 700 R o o R R 700 4 STREET 701 H h 606 4 3 2 1 w 875 6 0 °o 0 o e b 5 7 w w 604 N w ,iJ I N T R Y I (� I © 3 608 LEG E 3 cc. All 481-612 to C q I L �vl B A DI D' 10 11 12 13 go ------- - - -L-� ---- - - - - -- �- - - -- -- - -1 - -- - -L- I m 600 --64 2 3 600 MAPLE ( PRIVATE) STREET — 65 • 1 B 8 604 60 31L01-1. 51 • ca �., 1 1l 72..4 OCR- Y. tv $ 5�s L s r �� •may CLEApQR�aW�troAATIRjryP,1NEaaL�tLAaa3�aCOUNpTY FLO�R(IDDA p44444�s . TA 0 i 11 DESCRIPTION 6yin of {he NW ear. d iha 3W!'i e} Sae. 10, t93 Rg. IS E and run fh.oq 80fye alen9 fha Eed and Wed CM}f ^li w, 1711.37 N tL fle 4d acnr �In•; }h•na !0.10 102 651.66N along 1h• 40 ears line fa {he wasfarly eabnaian e{ {he rw.}h Ilea d Seminal. S} far F61nf d Be9inniny,fhence 60heaoE 39400 ff.; {h•nu 569+30.00 E, 1140.02 H b Iha enders line of Michi en Avenue. Nwnee N 0'02"70 W, olenh o F ewder•line, 31tA N, b Iha ne.+harly Iina e( Saminele 3t; }hence N 69.30•0D •W, 1179.66 H. b fhe flird of Byinn,n9. ',J' '•. ; e DEDICATION ' fhfl eaid Lih °e♦I"IClfi1°o°'h iA. �edw�Ifo } }ira6.°.�edLarib�de�pp"dar 4he law° d IA Skhi of flaid !y arliF1' /lw Public in and Ihd h•n►y dediw:oa drlwa �0:,' • :' �.• d� • onager Co +a ei reed eers•..� {7w L0.4. e! JWY4 JFC /a, rte J, F /SC : S. e a •• .r e• ri'L fact• n H em hr 4.re M ' po.d N Igo � � O � V Wp 0 w ° aJ !y. _ 2.e GREEN FIELD 5UBDIVISION CLEApQR�aW�troAATIRjryP,1NEaaL�tLAaa3�aCOUNpTY FLO�R(IDDA Ce��y Cf 'a• recorded In •'o+"LIofllplleo.20 .Wf 6CI°rMipubl(e eroNe d/➢7,ai.6lbAi ddlira loF Ceuniy�{ernd• . end adjacent stree +e DESCRIPTION 6yin of {he NW ear. d iha 3W!'i e} Sae. 10, t93 Rg. IS E and run fh.oq 80fye alen9 fha Eed and Wed CM}f ^li w, 1711.37 N tL fle 4d acnr �In•; }h•na !0.10 102 651.66N along 1h• 40 ears line fa {he wasfarly eabnaian e{ {he rw.}h Ilea d Seminal. S} far F61nf d Be9inniny,fhence 60heaoE 39400 ff.; {h•nu 569+30.00 E, 1140.02 H b Iha enders line of Michi en Avenue. Nwnee N 0'02"70 W, olenh r F ewder•line, 31tA N, b Iha ne.+harly Iina e( Saminele 3t; }hence N 69.30•0D •W, 1179.66 H. b fhe flird of Byinn,n9. ',J' '•. ; e DEDICATION ' fhfl eaid Lih °e♦I"IClfi1°o°'h iA. �edw�Ifo } }ira6.°.�edLarib�de�pp"dar 4he law° d IA Skhi of flaid !y arliF1' /lw Public in and Ihd h•n►y dediw:oa drlwa �0:,' • :' �.• 9.rrral all asnuu, end edreels and. a, ys . ys old aasm fJ an +hewn +hn pla +. • onager Co +a ei reed eers•..� i' "Y �. w n.ss Afkei ;� May ar Comwddidner 0 nl w nu• ACKNOWLEDGMENT 'ny Rnf�"a of "a / Commiaa eni ^� aAd pj, *eF °A �t wh of A°rra 1132 Ae�l. bdae me p•raonallyy appeond F. C. Middklen Clfy �lsnsg4r, Herbert hL brown, Mayor b M. known b G. Wingqo, City Clar e{ +hs City of Claprwofor a ffrprofian under tha bf iha daam°bed of Nr Bide Flegda '&j90in1 eeeeu+bn +Ila ppnona In and who esaaubd +he .low!! a{ MrHAfa+f and de -31-n and oONnewladga Ma 8so and deed d wld City Of Clearwabr for +he use and purposas Ihersin upnssf4, and Iha+ May aiiixtd +hersle IM 0$10101 sml of faxd ee'PO -N a end Iha} }ha geld ieslrmnen+ l le fha ad old dead u Nan Wlfn•ss my hand a effre;a gaol +he de+e (o d °i a nsl . My eemnllnlen egina -040 -•Art /9•x 'ysn0.'; r e,ar� , sly t:........ d� 1.APPROVAL APPROVAL 1 is's�,P„'a C ICyo3t Aif�lienera e( Cbnow.+er, Rmllu Count' . Applewd by fha Bee.d ei Coun+v Cemmfeaienen d Rnellos toun+y, Florida �'M V asif fhisi et' d3ap;1992 A.0;,;`x�` =;rjn; ]a i y 9er ...,. A. 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Missouri Ave. - Clearwater Florida 33756 Parcel No.: 10/29/15/33300/000 /0010 • ORIGUL RBI *D AIL 16 2007 PLAN%*V-., V7i AteeV*0FW CITY OF CInEa:c MATER Section D - WRITTEN SUBMITTAL REQUIREMENT (Code Section 3- 0113.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA - Explain how each criteria is achieved in detail. 1. 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. This proposed development is adjacent to Seminole St. where Jack Russell Stadium is across the street to the north. Missouri Ave. & an early learning center are across the street to the east. Eldridge Ave. & manufacturing, warehousing and storage are across the street, and platted alley & manufacturing, warehousing and storage across the alley. As such, this proposed development is in harmony with the scale, bulk, coverage, density and character of the adjacent properties. Aesthetic Improvements included in this development are the replacement of the existing rusted, galvanized 6 -foot high chain link fence with barb wire strands with a new 8' high commercial grade black PVC chain link fence, installation of extensive landscaping along the north, east and south sides from the fence to the curb of the street, and the installation of an automatic irrigation system. This landscaping is greater than the development code requires. We believe this enhancement will greatly improve the curb appeal and will be better than the harmony that currently exists for the surrounding existing facilities. 2. The proposed development will not hinder or discourage the appropriate development and use adjacent land and building or significantly impair the value thereof. We feel the proposed use as the Parks and Recreation Department's Special Event offices, equipment'-storage, and warehousing is compatible to the existing adjacent uses. Exterior painting, repairs to broken windows, new landscaping and fencing will greatly enhance the property's existing condition increasing neighboring property values. 3. The proposed development will not affect the health safety or persons residing or working in the neighborhood of the proposed use. The proposed development will not adversely affect the health, safety or persons residing or working in the neighborhood. Currently, we have not staffed personnel in this facility and have warehoused materials in the building and parked equipment in the yard. When construction is completed and we have our staff on -site 10 -12 hours a day, we feel the surrounding properties will feel much safer. 4. The Proposed development is designed to minimize congestion. We do not anticipate being in conflict with the adjacent traffic patterns and will generate much less traffic than the previous occupants, the National Guard. The driveway access will be widened to City of Clearwater standards of 24 feet or wider. The new fences will be located considerably farther from the street to provide better visibility for ingress and egress to the site. Traffic will be generally limited to the 6 full time employees, and occasional deliveries. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed development. The proposed development use is similar in nature as the existing immediate vicinity adjacent parcels. 2 6. The design of the proposed development minimize adverse effects, including visual, acoustics and olfactory and hours of operation impacts, on adjacent properties. The landscape and fencing will provide the visual buffering and acoustics. There will no olfactory items which would cause and issue, the majority of hours of operation would be from 830 AM - 5:00 PM. Occasionally, there will be operation outside these hours, but we feel our normal operation hours are compatible to the surrounding properties. WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Protect Criteria) 1. The development or redevelopment is otherwise impractical without deviation from the use and /or development standards set forth in this zoning district. We are requesting the following two deviations for standards: (a.) a deviation from the standard set back of 25 feet to 5 feet and (b.)an increase in the height of fence from 6 feet to 8 feet high. In order to accommodate this redevelopment, it is impractical to have 25 -foot setback for parking, fencing and landscape buffers on Seminole Ave. and Eldridge Ave. The development of this storage facility will bring vehicles ranging in size from 10 feet long to 50 feet in length. The previous tenants needed all the parking spaces for their large Army vehicles and the city uses a variety of trucks, trailers, reviewing platforms etc. for storage at this location. Because of the size and number of the vehicles to be stored at this location, there is a need for more space to accommodate them. Thus, we request a deviation in set back requirements so that this can be accomplished. It should be noted that the improvements we propose in the 5 foot buffer will enhance the neighborhood from the current condition which has the fence located 5 foot in the ROW and very close to the road. For security purposes, a minimum 8 foot high fence is being requested. The current fence on Seminole is located 5 feet into the Seminole right -of -way and our plans is to relocate this fence 5' from the right -of -way on the property. The fence on Eldridge would also be located to 5' from the right -of -way of the property. The fence will be black PVC chain link fence commercial grade fencing. Deviation from the 6 -foot allowable height to 8 feet is being requested to reduce and discourage vandalism and theft at this location. Experience at other recreational sites has proven out that an 8 -foot fence is a greater deterrent to vandals than the 6 -foot fence, which is easier to jump. 2. The development or redevelopment will be consistent with goals and polices of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. This property is zoned as "I" Institutional and as such the city is continuing to develop a project and use consistent with that zoning. The use is for general storage and office for city employees and special events. The "I" zoning permits storage operations and office within this district and thus in compliance with the intended purpose of this zoning category. The development is not adding or changing, relocating the existing structure of the property. The fagade will remain the same however the existing windows will be covered to harden the structure. The redevelopment use of the property remains the same and is consistent with the goals and policies of the Comprehensive Plan. This project specifically meets the following goals and policies of the Comprehensive plan. a. Future Land Use Objective 2.1- The redevelopment of blighted, substandard, inefficient and /or obsolete areas shall be a high priority and promoted through the implementation of redevelopment and special area plans, the construction of catalytic private projects, city investment, and continued emphasis on property maintenance standards. This project furthers this objective by proposing the redevelopment and reuse of the former National Guard Armory, an obsolete structure in a developing area. The property will be maintained to city standards by the Parks and Recreation Department. b. Future Land Use - Objective 4.2 -All development or redevelopment initiatives within the City of Clearwater shall meet the minimum landscaping / tree protection standards of the Community Development Code in order to promote the preservation of existing tree canopi67,1Vjte"ansion of that canopy, and the overall quality of development within the City. Rae, tft'7 0 0 This project includes and meets minimum landscape and tree protection standards ameliorating the overall quality of the area. c. Future Land Use - Objective 4.1- All signage within the City of Clearwater shall be consistent with the Clearwater sign code, as found within the Community Development Code, and all proposed signs shall be evaluated to determine their effectiveness in reducing visual clutter and in enhancing the safety and attractiveness of the streetscape. The signage for this project is consistent with the Sign Code and adds to the attractiveness of the streetscape. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. Improvements of the property will not inhibit normal and orderly development or any improvements of the surrounding properties. All renovations to this project will be conducted on site within the fenced areas of the property. All work can be done from the site and will not impact workflow of surrounding businesses. The only item that might have a slight impact will be when the landscaping, irrigation and fencing are installed around the property, but most, if not all can be done from the interior of the property. The day care facility to the east will not be impacted as their clients will have full access to their facilities at all times during construction and the roads surrounding the site will constantly be opened so that other commercial businesses to the west and south can operate without interference. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. The adjoining properties will not suffer detriment because of redevelopment of this property includes improvements such as new exterior painting, fencing and landscaping. Further, the intensity of use of the property will be reduced from an active National Guard unit to a primary office and storage facility for special events. There will be exterior storage of vehicles similar to previous use by the Guard. However, city vehicles will be somewhat smaller in size. The facility will be operated in a professional manner and the grounds maintained in a manner equal to, if not better than the guard. Traffic impact will be less given that fewer employees will be utilizing the building and frequency of meetings will be reduced from previous uses. Most of the adjoining properties are commercial in nature and have activities that are more intense than the storage and office activities we are proposing. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: This development meets objective "c" in that the City of Clearwater is an economic contributor to the community and city as a whole. This development will allow for the city to bring jobs to the neighborhood and city at this location as well as bring resources and funds into the community by purchasing from local vendors and suppliers. Persons utilizing these facilities will seek out the services of the city and partner in many ways to make Clearwater a better and more vibrant community. This project is permitted in the current land use category and compatible with adjacent land uses. In addition, since this project is primarily renovation of interior spaces, the characteristics of the neighborhood will not be adversely affected. Exterior'renovations including landscaping, painting and new fencing will improve the look and feel for a 50 year old structure. 6. Flexibility with regards to use, lot width, required setbacks; height and off - street parking are justified based on: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; The improvements of the property will not impede development and improvements of surrounding properties. nRI0it4#,& b. The proposed development complies with applicable design guidelines adopted by the City. There are not plans to change configuration or demolition of the existing building at the existing facility. c. The design, scale and intensity of the proposed development support the established or emerging character of an area. Since there is no major change to the exterior of the existing buildings and the open area, parking will remain the same with new fencing and landscaping installed to be consistent with the surrounding area. d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements. a. Changes in horizontal building planes The existing structure horizontal building planes will change. The windows will be blocked out. Details as to how this will be accomplished will be incorporated in the construction permit plans and will match existing stucco finish. b. Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; Not applicable since we are not changing the exterior of the building. c. Variety in materials, colors and textures; Not applicable since we are not changing the exterior of the building. d. Distinctive fenestration patterns; Not applicable since we are not changing the exterior of the building. e. Building step backs; and Not applicable since we are not changing the exterior of the building. Distinctive roofs forms. Not applicable since we are not changing the exterior of the building. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Our landscape plan exceeds the development code recommendations for landscaping the perimeter of the property and appropriate buffers provided for the use planned. Section E. Stormwater Plan Submittal Requirements: (City of Clearwater Storm Drainage Design Criteria Manual and 4- 202.A21) Response Narrative: Our intent is to reduce the total amount of impervious surface of the site by a minimum of 4,500 +/- square feet of impervious surface. We have met with SWFWMD and we have submitted an application where this property is exempt from requiring stormwater detention area or any outlet control structures. Please see attached plan 2 of 3 sheets titled AREA TABULATIONS Plan for area tabulation summary of proposed new impervious surface and net decrease of impervious surfaces. OR1011WIL RE JUL 16 2007 5 CITY OF CLUWATER 0 0 Section F. Supplemental Submittal Requirements: (Code Section 4- 202.A) Response Narrative: We have provided signed and seal special use topographic survey which encompassing property lines and the legal description of the property. Currently, we have determined that we will not be removing any trees or performing major work around existing trees on the property. Majority of the renovations work is in the interior of the building. Location of the property is on Special Purpose /Topographic Survey. Parking Demand Study is not required for this project. There is no major increase in parking for the proposed use. We have provided aerials of 1995 and 2000 when the National Guard Army occupied the property. 1995 plan shows 82 vehicles and various storage units. 2000 plan shows well over 100 vehicles and various storage units. Our proposed plan is to provide 10 organized paved parking spaces for employees within the fenced confines total of 66 parking spaces as depicted on Site Plan & Parking Layout which is far less that the National Guard Armory previously had on site. Section G. Site Plan Submittal Requirements: (Section 4- 202.A) Response Narrative: No dimensions provided on existing buildings located on site. There are no new buildings being planned on site. We have applied for SWFWMD exemption and there are no planned outfall stormwater structures on site. Outdoor lighting fixtures are currently mounted on the building and plans are to utilize existing fixtures or replace with new fixtures. The property has existing 5 -foot sidewalk on Seminole Street and Missouri Ave. There are no plans to provide sidewalks on Eldridge because of city budget cuts. In addition to budget cuts, there are no connections to any other sidewalks on this street. Site Data Table for existina. required, and proposed development, in written /tabular form Section K. Traffic Impact Study: (Section 4- 202.A.13 and 4 -801.0 Traffic Impact Study is not required. Section L. Fire Flow Calculations /Water Study: Fire Flow Calculations /Water Study not required. Jill 16 2007 PL4NMZDCYA NAEN CITY OF CL&Oi!lATER 9 Existing Required Proposed Land Area in square feet and acres 136,320 s. f. 3.12 ac. N/A 136,320 sq. ft. Number of existing dwellings 4 N/A 0 Number of proposed dwellings N/A N/A N/A Gross floor area devoted to each use. 18,977 sq. ft. N/A N/A Parking Spaces 100 1/20,000 sq. ft 66 Of land area Total paved area 1 1 1,187 sq. ft. N/A 106,655 Building height 35 ft..., 50 ft. 35 ft. Impermeable surface ratio (I.S.R) 0.815 N/A 0.782 Floor area ratio (F.A.R.) for all nonresidential uses 0.139 N/A 0.139 Section K. Traffic Impact Study: (Section 4- 202.A.13 and 4 -801.0 Traffic Impact Study is not required. Section L. Fire Flow Calculations /Water Study: Fire Flow Calculations /Water Study not required. Jill 16 2007 PL4NMZDCYA NAEN CITY OF CL&Oi!lATER 9 eo g 10 D PLANNING DEPARTMENT August 21, 2007 Mr. Leroy Chin City Of Clearwater P.O. Box 4748 Clearwater, Florida 0 CITY OF C'LEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAX (727) 562 -4865 Re: FLD2007 -06019 — 708 N. Missouri Avenue Dear Mr. Chin: This letter constitutes a Development Order pursuant to Section 4 -302.13 of the Community Development Code. On July 5, 2007, the Development Review Committee (DRC) reviewed your Flexible Standard Development application for the installation of an eight -foot high black vinyl coated chain -link fence within the side and rear yards of the subject property where only a four -foot (side) high and six -foot (rear) high chain -link fence would otherwise be permissible pursuant to Section 3 -807.F of the Community Development Code. The DRC APPROVED this application based upon the following Findings of Fact and Conclusions of Law:. Findings of Fact:. 1. That the 3.12 -acre subject property is located on the west side of Missouri Avenue between Eldridge and Seminole Streets; 2. That the subject property is located within the Institutional (I) District and the Institutional (I) Future Land Use Plan category; 3. That the subject property presently contains a nonconforming Governmental Use with accessory Outdoor Vehicle Storage; 4. That the existing nonconforming use has not been discontinued or abandoned for a period exceeding six consecutive months; and 5. That there are no active Code Enforcement violations associated with the subject property. Conclusions of Law:. 1. That the development proposal is consistent with the provisions of Section 3 -807.17 of the Community Development Code; 2. That the development proposal. is consistent with the General Standards for Level One Approvals as per Section 3 -913.A of the Community Development Code;. and 3. That the development proposal is consistent with the Nonconforming Use provisions as per Section 6 -103 of the Community Development Code. I concur with the findings of the Development Review Committee and, through this letter, APPROVE your application for Flexible Standard Development as stated above subject to the attached conditions. This approval is based upon, and must adhere to, the application and development plans date stamped received July 16, 2007. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" August 21, 2007 708 N. Missouri Avenue / FLD2007 -06019 Page 2 of 2 Pursuant to Section 4 -303 of the Community Development Code, an application for a building permit shall be made within one year of Flexible Standard Development approval (by July 5, 2008) with all required certificates of occupancy being obtained within two years of the date of issuance of the building permit. Please be advised that extensions may be granted by the Community Development Coordinator for a period not to exceed one year and may be done only within the original period of validity. The Community Development Coordinator may approve one further extension not to exceed one year for good cause shown and documented in writing. The coordinator must receive the request for extension within the period of validity following the first extension. The issuance of this Development Order does not relieve you of the necessity to obtain building permits or pay 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. 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 rbert.tefft@Myclearwater.com. Sincerely, Michael Delk, CP Planning Director S:IPlanningDepartmentlCD BIFLEX (FLD)IInactive or Finished ApplicationsWissouri N 708 -National Guard Armory (I) 08 -21 -07 R7lMissouri N 708 - Development Order 08- 16- 07.doc Date: August 21, 2007 PLANNING DEPARTMENT MEMORANDUM To: Community Development Board Members From: Robert G. Tefft, Planner III_ Re: Agenda Item E. 3.— 708 N. Missouri Avenue (FLD2007- 06019) Agenda item E. 3., 708 N. Missouri Avenue (FLD2007- 06019), will be removed from the Community Development Board (CDB) agenda at the meeting. Following a further review of the request and the support information provided with the application, it has been determined that the proposal does not constitute a new use and those improvements associated with the development proposal do not require the approval of the Board as they do not create any new condition or expand any existing nonconformity on the subject property. Thank you. Y to 0 July 13, 2007 Case No. FLD2007 -0601 9 - 706 North Missouri Ave. Responding to DRC Comments Received July 7, 2007 • In addition to items listed, we are requesting a waiver of the required landscape buffer. We request a landscape buffer of 8.5' along Seminole Street and 7.5' along Eldridge Street. We also request that the parking surface, accessway and driveways remain as existing gravel surface instead of the required permanent all- weather paving material graded to drain stormwater; Article 3, Division 14. Please find below responses to the specific DRC comments: General Engineering 1.1 Met with Rob Fahey, Robert Maue, (Engineering Department) and Terry Labelle (Water Utilities) regarding this item. It was determined at that meeting that a health permit is not required since this is within 1 foot of the existing water main. Terry Labelle has contacted DEP to confirm. If a permit is required, we will have our engineering consultant submit the permit application. 1.1 We will upgrade the existing sidewalks to meet ADA requirements including the truncated domes per FDOT index 304 1.2 We will provide 5 sets of as -built drawings signed and sealed by a professional engineer or land surveyor registered in the State of Florida. Landscaping 1. The landscape drawings are corrected to reflect the total number of trees required where applicable. 2. Planter will be removed as reflected on the landscape plan. The site plan has been revised to reflect this. 3. We have provided crape myrtle standard trees along the 5' landscape buffer with the minimum numbers required. However, we did not provide large canopy trees in the buffer to avoid damage to vehicles or trees in the alley area. 4. We have provided minimum required large canopy trees along both streets. Where there are overhead utilities, we have placed crape myrtle standards to prevent the trees from growing into the overhead utilities. We have provided additional trees in the interior of the property as well on Missouri Ave. to compensate for reduction to the 10 foot landscape buffer. 5. We have corrected this issue and will provide additional canopy trees. JUL 16 2001 CITY OF CLEj,,pWA.TER 1 C a Stormwater 1.1 We have corrected this issue and provided a 30 -foot radius instead of 35 -foot radius to provide clearance to the existing inlet. 1.2 The finish grade at the proposed entrance shall be kept as the existing elevation after removing the asphalt to maintain the same drainage pattern. 1.3 There is no existing on -site storm sewer system. 1.4 We will provide the SWFWMD letter of exemption when it is received. Solid Waste 1. We have provided a single dumpster masonry enclosure shown on the site plan that will be constructed according to City of Clearwater specifications. See attached City of Clearwater Detail. Traffic Engineering 1. The site visibility triangles have been shown. General notes 1. If Transportation Impact fees are required, we will remit payment upon request. Planning 1. We request larger parking spaces to accommodate larger vehicles compatible to the use of this site. 2. Our intention is to satisfy Article 3, Division 12. We are requesting a waiver of Article 3, Division 14 within the DRC /CDB process. We request that the gravel surface remain in the parking area with the exception of the proposed paved employee parking spaces. 3. Landscaping plantings have been revised to accommodate the site visibility triangle. The proposed 8 -foot high fencing has been relocated out of the visibility triangle. 4. We have rewritten response to Section 2- 1204.A5 (see attachment). 5. We have rewritten response to Section 2- 1204.A4 (see attachment). 6. We have rewritten response to Section 2- 1204.A.2 (see attachment). 7. Pursuant to Section 3- 1403.A of the Community Development Code, we are requesting a waiver from the requirement that all unenclosed parking lots, vehicular accessway and driveways shall be improved with a permanent all - weather paving material graded to drain stormwater during the DRC /CDB process. Our intention is for the parking to remain as gravel surface and. provide MGM RE MOD OD JUL 16 2007 CITY OF CLU ATER. only improve paved employee parking spaces as requested by the Planning Department staff. 8. We have rewritten response to Section 2- 1204.A.6.d (see attachment). 9. We identified the building at the southwest corner of the site on the site plan. Site date in formation on the table is correct. 10. We have relocated gates out of the visibility triangle. All access will be from Seminole Street and these gates will be open from 7:00 AM to 5:00 PM daily. The remote opening of the gate is for security safety of personnel after hours. 11. We have rewritten response to Section 2- 1204.A.3 (see attachment). 12. We have rewritten response to Section 2- 1204.A.1 (see attachment). ORIGiINMI. RECtlYOD JUL 16 2007 � a �q�T pL{�NN ";,1 :. r Wi W CIN CE CLEt V1(ATER 10.00 am Case Number: FLD2007 -06019 -- 706 N MISSOURI AVE Owner(s): Fl Int Imp Fund Tre C/O Dept Natural Resources Tallahassee, F132399 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Applicant City Of Clearwater 100 S Myrtle Avenue Clearwater, F133756 TELEPHONE: 727 -562 -4743, FAX: No Fax, E -MAIL: No Email Representative: Leroy Chin - City Of Clearwater Po Box 4748 Clearwater, Fl TELEPHONE: 727 -562 -4856, FAX: 727 -562 -4825, E -MAIL: leroy.chin @myclearwater.com Location: 3.12 -acres on the west side of Missouri Avenue between Eldridge and Seminole Streets Atlas Page: 278A Zoning District: I, Institutional Request: Flexible Development approval in the Institutional District for 4,800 square feet of office and 14,054 square feet of warehouse within two existing buildings and associated outside vehicle storage as a Comprehensive Infill Redevelopment Project pursuant to Section 2- 1204.A of the Community Development Code in association with a Flexible Standard Development approval for the installation of an eight -foot high black vinyl coated chainlink fence within the side and rear yards of the subject property where only a four -foot high (side) and six - foot high (rear) chainlink fence would otherwise be permissable pursuant to Section 3 -807.F of the Community Development Code. Proposed Use: Comprehensive infill redevelopment proj. (CIRP) Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Robert Tefft, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: I . The following shall be met prior to the issuance of a building permit: 1. Provide a copy of an approved health permit for the installation of the water main extension (unrestricted fire line) prior to issuance of a building permit. The health permit application form(s) can be found at: http: / /www.dep. state .fl.us /water /drinkingwater /fortns.htm The following shall be met prior to the issuance of a Certificate of Occupancy: 1. Applicant shall upgrade all existing sidewalks to meet ADA requinnents (truncated domes per FDOT index 304). 2. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional engineer or land surveyor registered in the State of Florida. Construction Services Inspector will field inspect as -built drawings for accuracy. Environmental: I , No issues. Fire: No Comments Harbor Master: No Comments Legal: No Comments Land Resources: No Issues. Landscaping: Development Review Agenda - Thursday, July 5, 2007 - Page 11 Solid Waste: 1. It appears that the proposed curb at the northwest corner impacts the existing grate inlet. Provide adequate clearance. 2. Finished grade at the proposed entrance shall be kept as the existing elevations after removing the asphalt to maintain the same drainage pattern. Any impact to the storm system is the applicant's responsibility 3. Show on -site existing storm sewer system. 4. Provide SWFWMD letter of exemption. Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. How will solid waste be handled Dumpster enclosure needed detail shown on plans to city code Traffic Engineering: - I , Sight visibility triangles shall be drawn from property lines. (Community Development Code Section 3 -904) Planning: The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, July 5, 2007 - Page 12 Pursuant to Section 3- 1202.B.4 of the Community Development Code, each species of tree provided shall constitute a minimum of 10% of the total number of trees. The Saucer Magnolia and Lakeview Jasmine constitute only 7.4% of the total. ' _00 The site plan calls for the removal of a planter at the northeast corner of the site; however the landscape plan depicts the planter (albeit without any landscape material) as remaining. Revise 3 the plans for consistency. Pursuant to Section 3- 1202.D.I of the Community Development Code, a five -foot wide landscape buffer is required along the west property line with one tree planted every 35 feet on center (a total of 8 trees). The landscape plan depicts only seven trees with erratic spacing that will negativly impact the proposed materials. The landscape plan shall need to be revised to comply with the above section of the Code. / Pursuant to Section 3- 1202.D.I of the Community Development Code, a ten -foot wide Z / perimeter landscape buffer is required along the north and south property lines with one tree planted every 35 feet on center (a total of 14 trees within each buffer). The landscape plan depicts landscape buffers varying between five and eight feet along these property lines with tree spacing ranging between 25 and 40 feet on center, and only six trees within each buffer. The landscape plan shall need to be revised to comply with the above section of the Code. Pursuant to Section 3- 1202.B.1 of the Community Development Code, no more than 25% of the required trees may be accent trees. As proposed, all of the trees are accent trees. Parks and Recreation: I . No issues - remodel of existing armory building. Stormwater. I . The following shall be addressed prior to issuance of building permit. Solid Waste: 1. It appears that the proposed curb at the northwest corner impacts the existing grate inlet. Provide adequate clearance. 2. Finished grade at the proposed entrance shall be kept as the existing elevations after removing the asphalt to maintain the same drainage pattern. Any impact to the storm system is the applicant's responsibility 3. Show on -site existing storm sewer system. 4. Provide SWFWMD letter of exemption. Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. How will solid waste be handled Dumpster enclosure needed detail shown on plans to city code Traffic Engineering: - I , Sight visibility triangles shall be drawn from property lines. (Community Development Code Section 3 -904) Planning: The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, July 5, 2007 - Page 12 Pursuant to Section 3- 1402.A of the Community Development Code, 90 degree off - street parking spaces shall be designed at a dimension of 9'x18'. The proposed parking spaces have been designed in excess of this standard. 2. / Pursuant to Section 3- 1401.13.2 of the Community Development Code, any parking area that is to - serve a new use of land shall satisfy the standards of Article 3, Divisions 12 and 14 of the Community Development Code. Pursuant to Section 3 -904.A of the Community Development Code, no structure or landscaping may be installed which will obstruct views at a level between 30" and 8 feet within the sight visibility triangle. The proposed 8' chainlink fence encroaches into the required sight visibility triangles where the alley and drive aisles intersect Eldridge and Seminole Streets. The fencing will need to be relocated outside of the sight visibility triangles. The written response provided with regard to Section 2- 1204.A.5 needs only demonstrate compliance with one (1) of the listed objectives. The development proposal can meet objective "c "; however the response provided does not address this. In the case of this objective, the "existing economic contributor" would be the City. A revised response addressing this issue must be provided prior to the application proceeding forward to the CDB. The written response provided with regard to Section 2- 1204.A.4 does not address how the adjoining properties will not suffer substantial detriment as a result of the proposed development. A revised response addressing this issue must be provided prior to the application proceeding forward to the CDB. The written response provided with regard to Section 2- 1204.A.2 does not state what goals and policies of the Comprehensive Plan the development proposal is consistent with. Also, the response does not address how the proposal is consistent with the intent and purpose of the zoning district. A revised response addressing these issues must be provided prior to the application proceeding forward to the CDB. C7 Pursuant to Section 3- 1403.A of the Community Development Code, all unenclosed parking lots, spaces, vehicular accessway and driveways shall be improved with a permanent all- weather paving material graded to drain stormwater. 8 D The written response provided with regard to Section 2- 1204.A.6.d states information that is not accurate to the development proposal. The response indicates that no changes are being made to the exterior of the building; however the existing ground level windows are being removed and filled -in. Further, the incorporation of design elements is applicable despite the fact that the building already exists. Compliance with the design elements should be addressed as they relate to the existing building. A revised response addressing these issues must be provided prior to the application proceeding forward to the CDB. The plans depict a third building at the southwest corner of the property that has not been identified. Please identify the use of this building and revise site data calculations accordingly. Pursuant to Section 3- 1406.13.3 of the Community Development Code, provisions shall be made to provide for 40 feet of clear stacking in advance of all security gates. The written response provided with regard to Section 2- 1204.A.3 does not address how the redevelopment will not impede normal and orderly development/improvement of the surrounding properties. A revised response addressing this issue must be provided prior to the application proceeding forward to the CDB. ' The written response provided with regard to Section 2- 1204.A.1 does not address the required deviation from use standards. The response must be revised to address how the redevelopment of the property would be impractical without a deviation to allow the proposed use. Also, the response does not address how the required 25 -foot setback is impractical for parking, only that it is. A revised response addressing these issues must be provided prior to the application proceeding forward to the CDB. Other: No Comments Notes: This application has been deemed sufficient to proceed to the Community Development Board (CDB). Please submit 15 sets of revised .plans and application materials addressing the above comments by Noon, July 16, 2007, for the August 21, 2007, CDB meeting. Development Review Agenda - Thursday, July 5, 2007 - Page 13 PLANNING DEPARTMENT June 18, 2007 Mr. Leroy Chin City Of Clearwater P.O. Box 4748 Clearwater, Florida 0 ITY OF C LEARWAT ER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33.758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 Re: FLD2007 -06019 — 706 N. Missouri Avenue — Letter of Completeness Dear Mr. Chin: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLD2007- 06019. After a preliminary review of the submitted documents, staff has determined that . the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on Thursday, July 5, 2007, in the Planning Department Conference Room (Room 216), which is located on the second floor of the Municipal Services Building at 100 South Myrtle Avenue. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E -Mail: robert.te t c4invclecn !ceter.corn FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" P � gd . i (IF h:{f T �`.�.4TR,�`,,d AR}f9� PLANNING DEPARTMENT June 12, 2007 Mr. Leroy Chin City Of Clearwater P.O. Box 4748 Clearwater, Florida • • CITY OF C LEARATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 . FAX (727) 562 -4865 Re:. FLD2007 -06019 — 706 N. Missouri Avenue — Letter of Incompleteness Dear Mr. Chin: The Planning Department staff has entered your application into the Department's filing system and assigned the case number FLD2007- 06019. After a preliminary review of the submitted documents, staff has determined that the application is incomplete with the following comments: Pursuant to Section G of the Comprehensive Infill Redevelopment Project application, the site plan is required to depict all required sight triangles, and all parking spaces, driveways, loading areas and vehicular use areas. While the plans do depict sight triangles, not all of the required sight triangles have been depicted. Further,..those that have been depicted, have not been depicted correctly. Sight triangles are to be measured from where the drive aisle intersects the property line, and where two or more rights -of -way intersect. Revise the plans accordingly.The sheet "Site Plan- Permit" and the sheet "Area Tabulation Plan" are.not consistent with the "Site Plan and Parking Layout" sheet. Revise the plans to be consistent. /! Pursuant to Section G of the Comprehensive Infill Redevelopment Project application, the site data table is to include the gross floor area devoted to each use. The site date table provided does not identify the individual square footages associated with the individual use components (i.e. office and warehouse). Provide the building square footages being devoted to these uses. 42� Pursuant to Section H of the Comprehensive Infill Redevelopment Project application, the landscape plan is to depict all required sight triangles, and the existing trees onsite and immediately adjacent to the site by species, size and location (including driplines). Not all of the required sight triangles have been depicted, and those that have, have not been depicted correctly. While the landscape plan does depict the trees located on and adjacent to the property, it does not identify the species of the trees. Revise the landscape plan accordingly. Pursuant to Section H of the Comprehensive Infill Redevelopment Project application, building elevation drawings are to be provided that are dimensioned and include the building materials. The conceptual plans provided, while for an existing building, are not dimensioned and do not identify and existing or proposed building materials. The drawings must be revised to include this information. FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" i 1 • Pursuant to Section 4 -202 of the Community Development Code, if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff and no further development review action shall be taken until those specified deficiencies are corrected and the application is deemed complete. Please resubmit revised plans and application materials as per the above comments no later than Noon, Monday, June 18, 2007. Should you have any questions, please do not hesitate to contact me. Sincerely, Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E -Mail: robert.tefft@mvclearwater.com CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board; of.the' City -of 'Clearwater, Florida, will hold public hearings on Tuesday, August 21, 2007, beginning.at 1:00 p.m., in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. (Cont'd from 07- 17 -07) Peter Pan Developments, LLC, Petrit Meroli, Panayiotis Vasiloudes, Epic Holdings South, LLC, and Somerset Place, Inc. (Sherry Bagley and/or Bill Woods, Woods Consulting) are requesting Flexible Development approval to construct a 4,062 sq ft multi -use dock facility to provide 16 slips as an amenity to a proposed 16 unit attached dwelling (2 buildings with 8 dwelling units in each) in the Tourist (T) District with an increase to the length of the southern dock from 75 percent of the lot width (93.75 ft) to 111 percent of the lot width (139 ft) under the provisions of Sec 3- 601.C.3. [Proposed Use: Multi -use dock of 4,062 sq ft for 16 slips, in conjunction with a 16 -unit attached dwelling (condominium)] at 685, 689, 693 and 699 Bay Esplanade Mandalay Unit No.5 Replat Blk 76 & 77, Lots 12 &13 & part of Lot 11. Assigned Planner: A. Scott Kurleman, Planner II. FLD2007 -03007 2. Lucca Development LLC (Clint Cuffle, Water Resource Associates, Inc) is requesting Flexible Development approval in the Tourist District to permit the addition of a Parking Garage and Lot of 377 spaces to Parcel "B" (located between Coronado Dr. and Hamden Dr., north of 5th St.) to a previously approved project of 102 attached dwelling units (FLD2005- 02021 /TDR2005- 03020 approved by the CDB on July 19, 2005), with reductions to the front (south along 5th St) setback from 15 ft to 4.4 ft (to screen wall) and to 5.5 ft (to pavement), a reduction to the front (east along Hamden Dr.) from 15 ft to 12.7 ft (to building) and an increase to building height from 35 ft to 51.35 ft (to top parking deck), as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2- 803.C, with a reduction to required interior landscaping from 10 to 3.7 percent and a reduction to required foundation landscaping on the south side of the parking garage from 5 to 2 ft, as a Comprehensive Landscape Program, under the provisions of Sec. 3- 1202.G. (Proposed Use: Addition of a Parking Garage and Lot of 377 spaces to a previously approved attached dwelling project of 102 attached dwellings.) at 325 S. Gulfview Blvd., 326, 345, 347 & 353 Coronado Dr. and 350 Hamden Dr., Lloyd — White Skinner Sub Lots 63 — 66, & Lots 111 -117; Columbia Sub No. 2, Blk A, Lots 12 — 14; Columbia Sub No. 3, Lots 8 , 9 & 9A & Lots 10 & 10A. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2007 -06020 3. Grey Dolphin, LLC (Tom R. Chapman, Alberto F. Baraybar, The Villas of San Michelle) are requesting Flexible Development approval for 8 attached dwelling units within the Medium High Density Residential (MHDR) District / Island Estates Neighborhood Conservation Overlay District (IENCOD) with a reduction to the front (north) setback from 25 ft to 24 ft (to building) and 3.4 ft (to pavement), the rear (south) setback from 15 ft to zero ft (to pavement), the side (east) setback from 10 ft to 7.5 ft (to pavement), and side (west) setback from 10 ft to 5.5 ft (to pavement); and an increase in bldg ht from 50 ft to 66.66 ft as a Residential Infll Project pursuant to Sec. 2 -404.17 of the Community Development Code. (Proposed Use: Attached Dwellings) at 211 Dolphin Point, Island Estates of Clearwater Unit 5 -A Lots 10 & 11 together with subm land being part of water way adj to said lots. Assigned Planner: Robert G. Tefft, Planner III. FLD2007 -05016 - `. • 4. FL. INT. IMP. Fund TRE. c/o Department of Natural Resources, Bureau of Public Land Administration (Leroy Chin, City of Clearwater) are requesting Flexible Development approval in the Institutional District for 4,800 sq ft of office and 14,054 sq ft of warehouse within 2 existing buildings and associated outside vehicle storage as a Comprehensive Infill Redevelopment Project pursuant to Sec. 2- 1204.A of the Community Development Code. (Proposed Use: Office/Warehouse) at 708 N. Missouri Avenue, Green Field Sub Lot 1. Assigned Planner:- Robert G. Tefft, Planner III. FLD2007 -06019 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4 -206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross - examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562 -4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Cynthia E. Goudeau, MMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758 -4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562 -4093 WITH THEIR REQUEST. To learn more about presenting to Clearwater boards and City Council, go to http: // clearwater .granicus.com /ViewPublisher.php ?view id =11 and click on "Resident Engagement Video." You can also check the informational video out from any Clearwater public library. Ad: 8/9/07 f rLVLVVI-uuu IU, JJ°i 1133 TRUST 30 DAYS REAL ESTATE CORP THE ABDUR- RAHIM, MUHAMMAD PO BOX 2111 509 MARILYN TRUST 1028 N MADISON AVE VALRICO FL 33595 - 2111 15 S NEPTUNE AVE CLEARWATER FL 33755 - 3347 CLEARWATER FL 33765 - 3622 ABDUR- RAHIN, MARGARET 1507 CEDAR ST SAFETY HARBOR FL 34695 - 2813 ADAMS, H B INC 74 BAHAMA CIR TAMPA FL 33606 - 3318 ALFORD, BERNICE 1237 ELDRIDGE ST CLEARWATER FL 33755 - 4312 ALLRED, PHILIP J ALLRED, MICHELLE 1215 JACKSON RD CLEARWATER FL 33755 - 4713 ANGLERO, VICTOR JR ANGLERO, DENIECE 1166 PALMETTO ST CLEARWATER FL 33755 - 4331 BAKER, DOMNIQUE BURGESS, VERNICE 1004 N GARDEN AVE CLEARWATER FL 33755 - 3026 BANNIS, PATRICIA A 1007 HART ST CLEARWATER FL 33755 - 4418 BARRAM, ELAN 1124 PALM BLUFF ST CLEARWATER FL 33755 - 3241 ABRAMS, ELOISE T 552 ROSA L PARKS AVE # 218 MONTGOMERY AL 36108 - 3073 ADRAGNA,BERNARD 1905 HILL DR PALM HARBOR FL 34683 - 6622 ALLEN, SOPHIA L 4202 E FOWLER AVE TAMPA FL 33620 - 8001 ALVAREZ, DOUGLAS 804 N BETTY LN CLEARWATER FL 33755 - 4305 ASSET PROTECTION PARTNERS INC 11200 9TH ST E TREASURE ISLAND FL 33706 - 1116 BAKER, WAYNE R BAKER, HELEN L 305 N WASHINGTON AVE CLEARWATER FL 33755 - 4628 BARBER, GLENN L BARBER, KIMBERLY K 417 N LINCOLN AVE CLEARWATER FL 33755 - 4731 BARRY, ANNA L BARRY, KIM 515 MISSOURI AVE CLEARWATER FL 33755 - 4624 ADAMO, ROBERT ADAMO, STEFANIE M 308 N MISSOURI AVE CLEARWATER FL 33755 - 4619 AIR DISTRIBUTORS INC 1139 ELDRIDGE ST CLEARWATER FL 33755 - 4310 ALLEN, SOPHIA 915 SEMINOLE ST CLEARWATER FL 33755 - 4242 ANDERSON, CAROL M 306 N MARTIN LUTHER KING AVE CLEARWATER FL 33755 - 4405 BABCOCK, KATHLEEN A 221 N MADISON AVE CLEARWATER FL 33755 - 4610 BALLARD, TERRY F BALLARD, GLORIA J 212 N MADISON AVE CLEARWATER FL 33755 - 4609 BARNES, ELIZABETH 1223 NICHOLSON ST CLEARWATER FL 33755 - 4326 BASS, LEWIS BASS, PATRICIA A 15010 LARGA VISTA DR LOS GATOS CA 95032 - 4918 BATTLE, CHARLENE BELCHER, BETTY J BELL, ERNEST EST 1120 -22 PALM BLUFF ST 1159 PALM BLUFF ST 702 PENNSYLVANIA AVE N CLEARWATER FL 33755 - 3241 CLEARWATER FL 33755 - 3246 CLEARWATER FL 33755 - 4235 BENJAMIN, WALTER BILLUPS, DELORES BILSKY, ANN C BENJAMIN, CELIA 1259 SEMINOLE ST HERBERICH, SHELLIE 603 VINE AVE CLEARWATER FL 33755 - 4347 415 N PRESCOTT AVE CLEARWATER FL 33755 - 4246 CLEARWATER FL 33755 - 4739 BLAIR, DAWN D BLUNT, JOHNNIE BOGGI, CHRISTINA L BLUNT, ELIZABETH 910 PLAZA ST 310 N JEFFERSON AVE CLEARWATER FL 33755 - 4446 604 N JEFFERSON AVE CLEARWATER FL 33755 - 4720 CLEARWATER FL 33755 - 4313 BOND, SHIRLEY R BORNET, DIA M BOSHOFF, GRANT 301 N JEFFERSON AVE MELVIN, CHRISTOPHER M BOSHOFF, VENUSSA CLEARWATER FL 33755 - 4721 212 N JEFFERSON AVE 115 S MARS AVE CLEARWATER FL 33755 - 4718 CLEARWATER FL 33755 - 6522 BOSHOFF, JOHN BOSTICK, LORENZO A BOSWELL, RUBY G BOSHOFF, LOUELLA 1160 RUSSELL ST 510 N BETTY LN 509 N PRESCOTT AVE CLEARWATER FL 33755 - 3247 CLEARWATER FL 33755 - 4708 CLEARWATER FL 33755 - 4741 BOYD, STANLEY O BOYETT, ELIZABETH M BOYETTE, KEVIN M BOYD, CHRISTINA E 1248 JACKSON RD 17512 ISBELL LN 1273 PALMETTO ST CLEARWATER FL 33755 - 4715 ODESSA FL 33556 - 1958 CLEARWATER FL 33755 - 4334 BRADFORD, JUSTINE BRADLEY, STELLA G BRIDGES, MAGGIE M EST 608 N JEFFERSON AVE 1029 N MADISON AVE 1012 N BETTY LN CLEARWATER FL 33755 - 4313 CLEARWATER FL 33755 - 3348 CLEARWATER FL 33755 - 3301 BRINKMAN, DUANE C BRINSON, HAVANA B BRINSON, VERA J 416 N JEFFERSON AVE 1277 SEMINOLE ST 1010 ELDRIDGE ST CLEARWATER FL 33755 - 4722 CLEARWATER FL 33755 - 4347 CLEARWATER FL 33755 - 4205 BROADHURST, CHUCK C BROOKS, CANDACE BROOKS, JERRY 1112 PALM BLUFF ST BROOKS, ELOUISE EST BROOKS, ETHA M CLEARWATER FL 33755 - 3241 1216 NICHOLSON ST 1229 SEMINOLE ST CLEARWATER FL 33755 - 4325 CLEARWATER FL 33755 - 4347 BROOKS, LINDA BROWN, ERNESTINE D BROWN, GARY C 1258 NICHOLSON ST 1243 PALMETTO ST BROWN, ESMENIA CLEARWATER FL 33755 - 4325 CLEARWATER FL 33755 - 4334 1215 SEMINOLE ST CLEARWATER FL 33755 - 4347 BROWNING, VIOLA A BRYANT, BEN BRYANT, ROSETTA 2469 FRANCISCAN DR # 51 1021 N MADISON AVE 1213 PALMETTO ST CLEARWATER FL 33763 - 3265 CLEARWATER FL 33755 - 3348 CLEARWATER FL 33755 - 4334 0 BSCHORR, HILDE F BULLOTT, ROBERTA J BURNEY, HARRY W JR BSCHORR, HANS BURNEY, EDITH 1107 JACKSON RD 218 N JEFFERSON AVE CLEARWATER FL 33755 - 4602 816 N JEFFERSON AVE CLEARWATER FL 33755 - 4718 CLEARWATER FL 33755 - 4317 BURT, JERALINE C BURT, SYLVIA A BUSINESS RECORDS MGMT INC KIDD, ERROL J KIDD, ERROL J 1125 ELDRIDGE ST 816 N BETTY LN 900 N BETTY LN - CLEARWATER FL 33755 - 4310 CLEARWATER FL 33755 - 4305 CLEARWATER FL 33755 - 4307 CAMPBELL, ELIZABETH A CAMPBELL, MAJOR CAMPBELL, WALTER C 902 PENNSYLVANIA AVE CAMPBELL, HATTIE CAMPBELL, ANNIE L CLEARWATER FL 33755 - 4239 1777 THAMES ST 1429 WOODBINE ST CLEARWATER FL 33755 - 2341 CLEARWATER FL 33755 - 2751 CARRIER, LORETTA V CARROLL, CHRISTOPHER CARROLL, ROBERT J LE CLERCQ, TINA CARROLL, BETH A 404 PENNSYLVANIA AVE N 505 N PRESCOTT AVE 950 PINE HILL RD CLEARWATER FL 33755 - 4443 CLEARWATER FL 33755 - 4741 PALM HARBOR FL 34683 - 3013 CARWISE, PANCHITTA C CASTLEBERRY, ELMIRA CHARLES, TIMOTHY 1255 PALMETTO ST 1043 N MADISON AVE CHARLES, TORI CLEARWATER FL 33755 - 4334 CLEARWATER FL 33755 - 3348 1507 CEDAR ST SAFETY HARBOR FL 34695 - 2813 CHASE, LAMIYA CHINCHAR, SCOTT CHITTENDEN, MARY T CHASE, DONALD CHINCHAR, SANDY 507 N LINCOLN AVE 700 N JEFFERSON AVE 1546 EL TAIR TRL CLEARWATER FL 33755 - 4733 CLEARWATER FL 33755 - 4315 CLEARWATER FL 33765 - 1815 CLARK & LOGAN GENERAL CLARK, SEAN M CLEARWATER MGMT CORP CONTRACT CLARK, CARRIE A 318 N PRESCOTT AVE 1108 ELDRIDGE ST 404 N MADISON AVE CLEARWATER FL 33755 - 4736 CLEARWATER FL 33755 - 4309 CLEARWATER FL 33755 - 4613 CLEARWATER NEIGHBORHOOD CLEVELAND HASSELL FLORIST INC COGER, WILLIE L HOUSIN 1679 DREW ST PO BOX 1586 608 GARDEN AVE N CLEARWATER FL 33755 - 6199 PALMETTO FL 34220 - 1586 CLEARWATER FL 33755 - 3826 COLDWATER NEVADA LLC COLE, LOVE COLEMAN, STEPHANIE PO BOX 19576 COLE, RHONDA 1045 WEST AVE 1222 NICHOLSON ST LAS VEGAS NV 89132 - 0576 CLEARWATER FL ST - 4325 CLEARWATER FL 33755 - 3352 COLLINS, LINDA COLLINS, MARVIN COLLINSWORTH, NANCY HOWARD, ERIC T COLLINS, SHIRLEY 402 PENNSYLVANIA AVE N 917 ELDRIDGE ST 1233 ELDRIDGE ST CLEARWATER FL 33755 - 4443 CLEARWATER FL 33755 - 4204 CLEARWATER FL 33755 - 4312 • CONNOR'S JET AGE FUEL INC CONRAD, RONALD M THE COOPER, WAYNE H 519 PENNSYLVANIA AVE CONRAD, MARIAN S THE MAJOR - COOPER, CHERYL CLEARWATER FL 33755 - 4458 506 N PRESCOTT AVE 1020 FAIRBURN AVE CLEARWATER FL 33755 - 4740 CLEARWATER FL 33755 - 3316 CRAIG, ETHEL C 390 ROSALIND LN OLDSMAR FL 34677 - 4609 CURRENT OWNER 1012 FAIRBURN AVE CLEARWATER FL 33755 - 3316 CURRIER, ELIZABETH PUTNAM 206 GARDEN CIR BELLEAIR FL 33756 - 1675 DAILEY, CHRISTOPHER S 1740 EVANS DR CLEARWATER FL 33759 - 1908 DARBY, JANICE 1235 SEMINOLE ST CLEARWATER FL 33755 - 4347 DAVIS, HENRY C DAVIS, ESSIE M 1215 ELDRIDGE ST CLEARWATER FL 33755 - 4312 DE VOE, AMY PO BOX 10598 CLEARWATER FL 33757 - 8598 DEVINE, DOROTHY 1149 LASALLE ST CLEARWATER FL 33755 - 3234 CRITCHLEY, JOSEPH 423 LOTUS PATH CLEARWATER FL 33756 - 3831 CURRENT OWNER 1033 N MISSOURI AVE CLEARWATER FL 33755 - 3350 CURRINGTON, VERA J 1246 SEMINOLE ST CLEARWATER FL 33755 - 4348 D'AMBRA, SCOTT JAILLET, HOLLISTER 407 N PENNSYLVANIA AVE CLEARWATER FL 33755 - 4444 DAVIS, DERITANGIAN 709 VINE AVE CLEARWATER FL 33755 - 4248 DAWSEY, YVONNE MC CRAY, CARLTON 1012 N BETTY LN CLEARWATER FL 33755 - 3301 DENNIS, OLLIE R 1012 N MADISON AVE CLEARWATER FL 33755 - 3347 DEVINE, GLORIA M 1145 LASALLE ST CLEARWATER FL 33755 - 3234 CSX TRANSPORTATION INC 500 WATER ST JACKSONVILLE FL 32202 - 4423 CURRENT OWNER 1132 PALM BLUFF ST CLEARWATER FL 33755 - 3241 DABBIERO, GEORGE DABBIERO, CAROL 7100 ULMERTON RD #500 LARGO FL 33771 - 5170 DANIELS, JOE L 1265 PALMETTO ST CLEARWATER FL 33755 - 4334 DAVIS, EDWARD E DAVIS, SYLVIA C 1004 PLAZA ST CLEARWATER FL 33755 - 4448 DE PLANCHE, DAVIA KRESCANKO,ROBERT 311 PENNSYLVANIA AVE CLEARWATER FL 33755 - 4442 DEVERS, GERTRUDE B LA BAR, EARL E 408 PENNSYLVANIA AVE N CLEARWATER FL 33755 - 4443 DI GESARE, RICHARD F DI GESARE, HELEN H 500 N BETTY LN CLEARWATER FL 33755 - 4708 DI VITO, MATTHEW P DICE, LOWELL R DIENES, JANCIS N 510 N MISSOURI AVE 514 N LINCOLN AVE 506 N LINCOLN AVE CLEARWATER FL 33755 - 4623 CLEARWATER FL 33755 - 4732 CLEARWATER FL 33755 - 4732 0 DILLON, TAMMY L DRAGHICI, ALEXANDRU J 416 N MISSOURI AVE 512 N PRESCOTT AVE CLEARWATER FL 33755 - 4621 CLEARWATER FL 33755 - 4740 ENGLANDER, KENT R ENNIS, WILLIAM ENGLANDER, DEBRA GARNER, PATRICIA 2062 SUNSET POINT RD # 62 306 N LINCOLN AVE CLEARWATER FL 33765 - 1224 CLEARWATER FL 33755 - 4728 EPSTEIN, GARY P EROH, SHEILA M CHARET, SANDRA 1253 SEMINOLE ST 20 SMITH TER CLEARWATER FL 33755 - 4347 CRESSKILL NJ 07626 - 1900 ESTEY, CHRIS EVANS, BARNELL SR 611 S FT HARRISON AVE EVANS, IKE CLEARWATER FL 33756 - 5301 1578 SANDY LN CLEARWATER FL 33755 - 2152 EVANS, I EVANS, JOHN H EVANS, CLARENCE EVANS, VERNA B 1264 ELDRIDGE ST 1225 PALMETTO ST CLEARWATER FL 33755 - 4311 CLEARWATER FL 33755 - 4334 FEIGHT, AMELIA R FELDER, TIFFANY 514 N BETTY LN 1259 NICHOLSON ST CLEARWATER FL 33755 - 4708 CLEARWATER FL 33755 - 4326 FENN, DENTON FERNANDEZ, PATRICIA FENN, GAIL DEROSIA 1249 JACKSON RD 1218 JACKSON RD CLEARWATER FL 33755 - 4714 CLEARWATER FL 33755 - 4712 FESTA, NICOLE L FITTERLING, JOAN L THE 500 N MISSOURI AVE 358 BAHIA VISTA DR CLEARWATER FL 33755 - 4623 INDIAN ROCKS BEACH FL 33785 - 3702 FLINT IMP FUND THE FLAGLER, SAMUEL 3900 COMMONWEALTH BLVD FLAGLER, STEPHANIE TALLAHASSEE FL 32399 - 6575 1201 PALMETTO ST CLEARWATER FL 33755 - 4334 FLORIDA POWER CORP FLOYD, THOMAS PO BOX 14042 1471 FAIRMONT ST ST PETERSBURG FL 33733 - 4042 CLEARWATER FL 33755 - 2753 0 DYE, DEANNA PO BOX 3584 CLEARWATER FL 33767 - 8584 EPPLE,SUSANNE 1268 JACKSON ST CLEARWATER FL 33755 - 4716 ERVINS ALL AMER YOUTH CLUB INC 1100 N MARTIN L KING AVE CLEARWATER FL 33755 - EVANS, DONNA R 914 ELDRIDGE ST CLEARWATER FL 33755 - 4203 EVERYBODY'S TABERNACLE INC 1120 N BETTY LN CLEARWATER FL 33755 - 3303 FELTON, JUNIOR FELTON, GENETHAL L 1241 SEMINOLE ST CLEARWATER FL 33755 - 4347 FERRIS, GLENN E FERRIS, SHERYL S 1204 JACKSON RD CLEARWATER FL 33755 - 4710 FITZPATRICK, RANDY M 1229 NICHOLSON ST CLEARWATER FL 33755 - 4326 FLORES, JORGE THE WASHINGTON PROPERTY TRUST 501 2081 INDIGO TER DUNEDIN FL 34698 - 6518 FORD, CYNTHIA POOK, PEACHES 215 N WASHINGTON AVE CLEARWATER FL 33755 - 4626 FORD, LANA J FORD, MARY A FORD, PATRICIA A 208 N MISSOURI AVE 305 N MARTIN L KING AVE 1155 LASALLE ST CLEARWATER FL 33755 - 4617 CLEARWATER FL 33755 - 4406 CLEARWATER FL 33755 - 3234 FORD, TIMOTHY K FORT, JOANNE FOSTER, DAVID T FORD, CYNTHIA L 914 NICHOLSON ST FOSTER, BARBARA M 215 N WASHINGTON AVE CLEARWATER FL 33755 - 4223 501 N LINCOLN AVE CLEARWATER FL 33755 - 4626 CLEARWATER FL 33755 - 4733 FRANGEDIS, MICHAEL FREEMAN, DIANE T FREIJE, JACOB A BOUTZOUKAS, ERMIONI FREIJE, KIM A 1150 PALM BLUFF ST 1761 ROYAL OAK PL W CLEARWATER FL 33755 - 3241 1150 JACKSON RD DUNEDIN FL 34698 - 2432 CLEARWATER FL 33755 - 4605 FREY, MARILEE J THE FURLIN, KIMBERLY K GAINES, LINDSAY E KEVIN 216 N WASHINGTON AVE FURLIN, 304 N WASHINGTON AVE CLEARWATER FL 33755 - 4625 215 N MISSOURI AVE CLEARWATER FL 33755 - 4627 CLEARWATER FL 33755 - 4618 GAINEY, EARL W GAMBS, DARRYL GARDNER, JOHN C GAINEY, LARRY W SR 1271 NICHOLSON ST 311 S MISSOURI AVE 8673 MEADOW BROOK DR CLEARWATER FL 33755 - 4326 CLEARWATER FL 33756 - 5833 LARGO FL 33777 - 1244 GARNER, PATRICIA H GEORGE, BETTY J GEORGE, OZELL JR 309 N WASHINGTON AVE 411 PENNSYLVANIA AVE GEORGE, KATRINA CLEARWATER FL 33755 - 4628 CLEARWATER FL 33755 - 4444 1276 ELDRIDGE ST CLEARWATER FL 33755 - 4311 GEORGE, OZELL GEORGE, THOMAS L JR GEORGEADES, VICTORIA A GEORGE, RACHEL 417 N WASHINGTON AVE 706 N BETTY LN 1007 SEMINOLE ST CLEARWATER FL 33755 - 4630 CLEARWATER FL 33755 - 4303 CLEARWATER FL 33755 - 4244 GERALD, WILLIAM M GERGER, MARGUERITE M GERHARDT, DOROTHEA B GERALD, SUSAN M FAILLERES, ANDRE P GERHARDT, RALF 314 N PRESCOTT AVE 1122 JACKSON RD 506 N MADISON AVE CLEARWATER FL 33755 - 4736 CLEARWATER FL 33755 - 4603 CLEARWATER FL 33755 - 4615 GILBERT, ELBERT J GILBERT, SHIRLEY M GIRARD, MARIE -EVE 1223 SEMINOLE ST 1240 SEMINOLE ST 303 PENNSYLVANIA AVE CLEARWATER FL 33755 - 4347 CLEARWATER FL 33755 - 4348 CLEARWATER FL 33755 - 4442 GLASS, JOE GODWIN, JACQUELINE L GOETZ, JUDITH L ROBERTS- GLASS, GEORGE EMMA 1231 PALMETTO ST 312 JEFFERSON AVE N 512 N WASHINGTON AVE CLEARWATER FL 33755 - 4334 CLEARWATER FL 33755 - 4720 CLEARWATER FL 33755 - 4631 \J GOLDEN, FRANK E GOLDEN, JESSIE L GOLDEN, LUCILLE GOLDEN, ERIKA S 1123 HARVEYS LN 1259 ELDRIDGE ST CLEARWATER FL 33756 - 2158 CLEARWATER FL 33755 - 4312 GRANESE, ANTHONY P THE GRASS, KENNETH O JR 530 RICHARDS CT 314 N LINCOLN AVE CLEARWATER FL 33755 - 5443 CLEARWATER FL 33755 - 4728 GREEN, EASLEY GREENBERG, TOBIE 915 METTO ST PO BOX 4266 CLEARWATER FL 33755 - 3121 CLEARWATER FL 33758 - 4266 GREENWOOD APARTMENTS GRIGGLEY, MARY A 400 N ASHLEY DR 2ND FL 1270 SEMINOLE ST TAMPA FL 33602 - 4322 CLEARWATER FL 33755 - 4348 GUDGER, IDELLA GULLEY, DONALD R 24 TRACEY ST GULLEY, ISAY M NORWALK CT 06850 - 2538 1246 ELDRIDGE ST CLEARWATER FL 33755 - 4311 HACKETT, JEANNETTE M HADLOCK, BRYAN M 1164 DREW ST 601 C PENNSYLVANIA AVE N CLEARWATER FL 33755 - 4820 CLEARWATER FL 33755 - 4255 HAMM, BEVERLY A HAMM, CHLOE E 1256 ELDRIDGE ST 904 PENNSYLVANIA AVE CLEARWATER FL 33755 - 4311 CLEARWATER FL 33755 - 4239 NANKIN, LAWRENCE A HANLEY, JEAN A 1280 SEMINOLE ST HANLEY, JOHN J CLEARWATER FL 33755 - 4348 711 VINE AVE CLEARWATER FL 33755 - 4248 HARDING, MAURICE L HARRIS, CHARLES E II HARDING, VALERIE J HARRIS, SCHENIQUE L 515 N LINCOLN AVE 1110 PALM BLUFF ST CLEARWATER FL 33755 - 4733 CLEARWATER FL 33755 - 3241 HARRIS, ROSE M HARVEY, CATHERINE R 1006 METTO ST TRUEBLOOD, ROOSEVELT J EST 1152 BECKETT ST CLEARWATER FL 33755 - 3235 CLEARWATER FL 33755 - 2606 • GOUDREALT, JOSEE 410 VINE AVE CLEARWATER FL 33755 - 4454 GRAY, PAMELA D 1006 FAIRBURN AVE CLEARWATER FL 33755 - 3316 GREENWOOD APARTMENTS 1025 S SEMORAN BLVD STE 1083 WINTER PARK FL 32792 - 5511 GRIMSLEY, HATTIE L 909 SEMINOLE ST CLEARWATER FL 33755 - 4242 GUNTHER, WILLIAM C GUNTHER, MARY I 317 N LINCOLN AVE CLEARWATER FL 33755 - 4729 HAGGERTY, BRENDAN HAGGERTY, HOLLY 406 N LINCOLN AVE CLEARWATER FL 33755 - 4730 HAMPTON, ANELL 1142 PALM BLUFF ST CLEARWATER FL 33755 - 3241 HARDER PRECISION COMPONENTS 1123 SEMINOLE ST CLEARWATER FL 33755 - 4344 HARRIS, CHARLIE THE 1417 PINEBROOK DR CLEARWATER FL 33755 - 3439 HARVEY, LATONYA C 804 PENNSYLVANIA AVE CLEARWATER FL 33755 - 4237 0 HASSELL, BYRON HASSELL, VERNON W HAZEL, JAMES AUSTIN HASSELL, LISA HASSELL, SUZAN D 210 N MISSOURI AVE 505 PENNSYLVANIA AVE 1679 DREW ST CLEARWATER FL 33755 - 4617 CLEARWATER FL 33755 - 4445 CLEARWATER FL 33755 - 6109 HERBERT, RAYMOND L HERBERT, EMMA D 1241 NICHOLSON ST CLEARWATER FL 33755 - 4326 HETZEL, RAQUEL 207 N MISSOURI AVE CLEARWATER FL 33755 - 4618 HINTON, BRUCE HINTON, REGINA 712 N BETTY LN CLEARWATER FL 33755 - 4303 HOLM, RANDALL C HOLM, BARBARA A 313 N MADISON AVE CLEARWATER FL 33755 - 4612 HORSEY, MATTHEW 301 N MADISON AVE CLEARWATER FL 33755 - 4612 HUELSTER, JAMES F THE SEMINOLE TRUST 3766 BENSON AVE N ST PETERSBURG FL 33713 - 3458 HUNTER,GRACE KLUGMAN, ELLEN B 10369 JIMENEZ ST SYLMAR CA 91342 - 6952 ISAAC, JANICE P ISAAC, KENNETH W 301 N MARTIN L KING AVE CLEARWATER FL 33755 - 4406 HERNANDEZ, FRANCISCO J 1006 PLAZA ST CLEARWATER FL 33755 - 4448 HILL, BETTY S 320 N MADISON AVE CLEARWATER FL 33755 - 4611 HIRST, MARGARET C 412 N MADISON AVE CLEARWATER FL 33755 - 4613 HOLMES, WILFRED HOLMES,JOHANNA 1011 N MADISON AVE CLEARWATER FL 33755 - 3348 HOWARD, ERIC T COLLINS, LINDA 917 ELDRIDGE ST CLEARWATER FL 33755 - 4204 HUFF, DONALD L 1135 JACKSON RD CLEARWATER FL 33755 - 4604 HUNTER, JOHN L HUNTER, JOYCE M 505 N MADISON AVE CLEARWATER FL 33755 - 4616 JACKSON, QUBIT JR PO BOX 7644 CLEARWATER FL 33758 - 7644 HESS, RICKY J HESS, HEIDI C 412 N JEFFERSON AVE CLEARWATER FL 33755 - 4722 HILLHOUSE, CHRISTOPHER L 1110 JACKSON RD CLEARWATER FL 33755 - 4601 HOBBS, LESLIE HOBBS, GRAHAM 10 S DUNCAN AVE CLEARWATER FL 33755 - 6405 HORNBUCKLE, SUZANNE W 1277 NICHOLSON ST CLEARWATER FL 33755 - 4326 HOWELL, RICHARD W 1121 JACKSON RD CLEARWATER FL 33755 - 4602 HUFF, LEIGHTON 311 N LINCOLN AVE CLEARWATER FL 33755 - 4729 HUNTER, MARIAN L 505 N WASHINGTON AVE CLEARWATER FL 33755 - 4632 JACOBSEN, CHRISTIAN E 416 N MADISON AVE CLEARWATER FL 33755 - 4613 JAMES, OBADIAH JAYE, BARRY M JEFFERSON, TRACI G JAMES, LILLIE M JAYE, CHERYL J 1889 INGLESIDE TER NW 807 VINE AVE 1006 PINEBROOK DR WASHINGTON DC 20010 - 1009 CLEARWATER FL 33755 - 4250 CLEARWATER FL 33755 - 3432 JENKINS, CLIFFORD SR EST JOERIN, JEANETTE JOHNSON, CLEVELL 2311 NASH ST 315 WASHINGTON AVE N JOHNSON, ANTOINETTE CLEARWATER FL 33765 - 4226 CLEARWATER FL 33755 - 4628 1008 FAIRBURN AVE CLEARWATER FL 33755 - 3316 JOHNSON, ELZORA JOHNSON, MARCUS C JOHNSON, PHILLIP A 1022 N MARTIN L KING AVE JOHNSON, WILLIE P JOHNSON, MARIANNE M CLEARWATER FL 33755 - 3339 1234 ELDRIDGE ST 401 N LINCOLN AVE CLEARWATER FL 33755 - 4311 CLEARWATER FL 33755 - 4731 JOHNSON, RALEIGH L JOHNSON, ROBERT JONES, CHARLENE Y JOHNSON, ROTHA JOHNSON, ERICA M 806 PENNSYLVANIA AVE 502 N MARTIN L KING AVE 1266 SEMINOLE ST CLEARWATER FL 33755 - 4237 CLEARWATER FL 33755 - 4409 CLEARWATER FL 33755 - 4348 KELLY, ALOYSIUS J JONES, DARLENE JONES, ETTA C JONES, EULA C 1270 NICHOLSON ST 909 ELDRIDGE ST 703 VINE AVE CLEARWATER FL 33755 - 4325 CLEARWATER FL 33755 - 4204 CLEARWATER FL 33755 - 4248 JONES, GLORIA JONES, LEE A JONES, MARTIN 1017 N MADISON AVE JONES, ROSA E JONES, FLOSSIE CLEARWATER FL 33755 - 3348 1276 NICHOLSON ST 1241 ELDRIDGE ST CLEARWATER FL 33755 - 4325 CLEARWATER FL 33755 - 4312 JONES, THOMAS P JORDAN, ANDREW JOSEPH, HYACINTH J 1031 WEST AVE 410 PENNSYLVANIA AVE N 1279 PALMETTO ST CLEARWATER FL 33755 - 3352 CLEARWATER FL 33755 - 4443 CLEARWATER FL 33755 - 4334 KELLEY, WILLIE O KELLNER, THOMAS W KELLY, ALOYSIUS J KELLEY, BERTHA M KELLNER, DONNA L KELLY, DEBORAH M 1201 WEBB DR 305 N MADISON AVE 500 N MADISON AVE CLEARWATER FL 33755 - 3739 CLEARWATER FL 33755 - 4612 CLEARWATER FL 33755 - 4615 KELLY, DAVID P KENNEDY, NATALYA KERN, CHARLES M KELLY, SHERRI KERN, MARGARET J 1021 BREEZE DR 416 N LINCOLN AVE LARGO FL 33770 - 1642 302 N MADISON AVE CLEARWATER FL 33755 - 4730 CLEARWATER FL 33755 - 4611 KERN, LAUREL J KIDD, ERROL J KIMPTON, WILLIAM J KERN, CHARLES M BURT, JERALINE C KIMPTON, ROBERT J 302 N MADISON AVE 816 N BETTY LN 265 BAYSIDE DR CLEARWATER FL 33755 - 4611 CLEARWATER FL 33755 - 4305 CLEARWATER FL 33767 - 2504 KING, ANNE M KOINER, DAVEEDA 711 PENNSYLVANIA AVE N TRUEBLOOD, MICHAEL L KITCHEN, PATRICIA F JACKSON, PANSY 114 N SATURN AVE CLEARWATER FL 33755 - 4236 PO BOX 646 CLEARWATER FL 33755 - 6231 DUNEDIN FL 34697 - 0646 KOONCE, JOYCE M KOSTER, LANCE KOSTER, RICHARD 401 PENNSYLVANIA AVE N KOSTER, RICHARD BOSI, RAYMOND CLEARWATER FL 33755 - 4444 1101 SEMINOLE ST 1127 SEMINOLE ST CLEARWATER FL 33755 - 4344 CLEARWATER FL 33755 - 4344 KOSTER, RICHARD KRISON, KAREN S KRYZA, KIM K KOSTER, LANCE 417 N MISSOURI AVE 406 N MARTIN L KING AVE 1101 SEMINOLE ST CLEARWATER FL 33755 - 4622 CLEARWATER FL 33755 - 4407 CLEARWATER FL 33755 - 4344 KUHN, PEGGY S THE KUISEL, JOHNESS W KYLE, HENRY C JR 203 ORANGEWOOD LN 6 CORAWAY RD KYLE, ISABELLE LARGO FL 33770 - 4076 SETAUKET NY 11733 - 2270 2903 SW 22ND AVE MIAMI FL 33133 - 3950 LABUS, LAWRENCE J LAGO, FAUSTO A LAMBERT, MALVIN H LABUS, KATHERINE H LAGO, MARY ELLEN K LAMBERT, JOANN 912 ELDRIDGE ST 510 N MADISON AVE 1271 WOODLAWN TER CLEARWATER FL 33755 - 4203 CLEARWATER FL 33755 - 4615 CLEARWATER FL 33755 - 1154 LAND TRUST SERVICE CORP THE LANE, LAURA LANE, RONALD 914 TRUST LANE, RONNIE 1562 S PROSPECT AVE PO BOX 186 1014 N MISSOURI AVE # A CLEARWATER FL 33756 - 2185 LAKE WALES FL 33859 - 0186 CLEARWATER FL 33755 - 3349 LEE, DOUGLAS G LEE, FRED LEE, SAMUEL LEE, DARLENE LEE, MARY A JACKSON, JACQUELINE Y 1136 DREW ST 1263 ELDRIDGE ST 1268 ELDRIDGE ST CLEARWATER FL 33755 - 4819 CLEARWATER FL 33755 - 4312 CLEARWATER FL 33755 - 4311 LEE, SURMAI CATHERINE LEHMAN, BILLIE A LEWIS, ALANA M 307 PENNSYLVANIA AVE 1160 DREW ST LEWIS, ALAN O CLEARWATER FL 33755 - 4442 CLEARWATER FL 33755 - 4820 315 N MARTIN L KING AVE CLEARWATER FL 33755 - 4406 LEWIS, BRANDYWYNNE LEWIS, EDWARD W LEWIS, LAFANE D 840 COUNTRY CLUB DR PO BOX 7644 1228 ELDRIDGE ST BURBANK CA 91501 - 1126 CLEARWATER FL 33758 - 7644 CLEARWATER FL 33755 - 4311 LEWIS, OWEN LICCIARDI, SAMUEL A JR LITTLE E BRAVO LLC LEWIS, HELEN 215 N JEFFERSON AVE 1428 LEMON ST 1238 ELDRIDGE ST CLEARWATER FL 33755 - 4719 CLEARWATER FL 33756 - 2341 CLEARWATER FL 33755 - 4311 LITTLES, VERDELL C LLOYD, ROSA M LOEHWING, RUDI 907 SEMINOLE ST 1008 PENNSYLVANIA AVE LOEHWING, CLAIRE CLEARWATER FL 33755 - 4242 CLEARWATER FL 33755 - 3137 1175 JACKSON RD CLEARWATER FL 33755 - 4608 LORCH, DANIEL LORCH, HARRY D LOUIS, STEVEN LORCH, LINDA LORCH, CONSTANCE 211 N MISSOURI AVE PO BOX 1654 1140 DREW ST CLEARWATER FL 33755 - 4618 CLEARWATER FL 33757 - 1654 CLEARWATER FL 33755 - 4819 LOW, LONNIE L LOY, JOSEPH M LYONS, ETHEL M LOW, KIMBERLY A 300 N WASHINGTON AVE BRADLEY, ELIJAH 1235 NICHOLSON ST CLEARWATER FL 33755 - 4627 1234 SEMINOLE ST CLEARWATER FL 33755 - 4326 CLEARWATER FL 33755 - 4348 MACHAN, KENNETH C MACK, PAUL MADJAR, RONEN 1401 POWDERPUFF DR # 3 MACK, CHRISTINE MADJAR, GILA DUNEDIN FL 34698 - 4545 1216 SEMINOLE ST 10824 118TH ST CLEARWATER FL 33755 - 4348 LARGO FL 33778 - 3625 MAGERS, LOLETA M MALKA, DANIEL G MALKA, DANIELA 701 N MARTIN L KING AVE MALKA, ANAT 413 N MISSOURI AVE CLEARWATER FL 33755 - 4210 312 WASHINGTON AVE N CLEARWATER FL 33755 - 4622 CLEARWATER FL 33755 - 4627 MANANTIAL DE VIDA ASSEMBLY OF MARCUS, WILLIE H MARINACCIO, JOHN G PO BOX 8727 GARDNER, VIVIAN MARINACCIO, MARY H CLEARWATER FL 33758 - 8727 1135 LASALLE ST 530 17TH PL CLEARWATER FL 33755 - 3234 MUKILTEO WA 98275 - 2105 MARKHAM, ELLEN M MARTIN, GORDON D MASON JOHNNIE MAE 400 N LINCOLN AVE MARTIN, CAROL ANN MASON, TRYONE CLEARWATER FL 33755 - 4730 3055 KAPOK KOVE DR 807 CARLTON ST CLEARWATER FL 33759 - 3217 CLEARWATER FL 33755 - 3202 MASON, TYRONE MATTHEWS, OLIVER M MAXIE, OLA M MASON, GILBERT JR MATTHEWS, MADRA E 1010 PLAZA ST 1005 PENNSYLVANIA AVE N 1267 ELDRIDGE ST CLEARWATER FL 33755 - 4448 CLEARWATER FL 33755 - 3136 CLEARWATER FL 33755 - 4312 MC BRIDE, SAMUEL MC CRAY, CARLTON L MC CRAY, FREDDIE MC BRIDE, IDA 1012 N BETTY LN 1007 PLAZA ST 906 ELDRIDGE ST CLEARWATER FL 33755 - 3301 CLEARWATER FL 33755 - 4449 CLEARWATER FL 33755 - 4203 MC CRAY, GLEMMA L MC FADDEN, BARBARA C MC GILL, WILSON JR 1247 NICHOLSON ST 200 N BETTY LN # 5A 1283 SEMINOLE ST CLEARWATER FL 33755 - 4326 CLEARWATER FL 33755 - 4701 CLEARWATER FL 33755 - 4347 MC KIBBEN, DAVID C MC NEIL, DARRON MC NULTY, MARYELLEN 3249 SHORE DR 1246 NICHOLSON ST 219 N MISSOURI AVE LARGO FL 33771 - 1538 CLEARWATER FL 33755 - 4325 CLEARWATER FL 33755 - 4618 • • MC NULTY, MARYELLEN MELUGIN, JEFFREY P METCALF, PARKER R 73 PATRICIA AVE MELUGIN, MARY T METCALF, SYLVIA S DUNEDIN FL 34698 - 8102 509 N MISSOURI AVE 310 N LINCOLN AVE CLEARWATER FL 33755 - 4624 CLEARWATER FL 33755 - 4728 MILLER, ANTONETTE F MILLER, DORIS EST MILES, LARRY E 1041 N MADISON AVE 2021 CLEARVIEW CIR MILES, GLENDA F CLEARWATER FL 33755 - 3348 BENICIA CA 94510 - 2070 802 N JEFFERSON AVE CLEARWATER FL 33755 - 4317 MILLER, JIMMIE T MILLER, LILLIE MILLER, OLLIE M 509 N WASHINGTON AVE MILLER, MARION L THE NEAL, MARLINDA CLEARWATER FL 33755 - 4632 155 COE RD 1106 PALM BLUFF ST CLEARWATER FL 33756 - 1925 CLEARWATER FL 33755 - 3241 MILLER, REYNOLDS SR MILLER, WILLIE D MILLS, CLIFFORD H MILLER, MAXINE FRANKLIN, WANDA M 1158 E PALMETTO ST 1944 N HIGHLAND AVE CLEARWATER FL 33755 - 4330 1164 PALM BLUFF ST CLEARWATER FL 33755 - 1521 CLEARWATER FL 33755 - 3241 MINARK PROPERTIES INC MISERCOLA, EUGENE J MITCHELL, MICHAEL SR 4160 CENTRAL AVE 1129 JACKSON RD MITCHELL, U ST PETERSBURG FL 33711 - 1113 CLEARWATER FL 33755 - 4604 CLEARWATER N MISSOURI AVE A CLEARWATER FL 33755 - 3350 MITCHELL, ROBERT L JR MITCHEM, SARA J MONTANA, ELLIS M MITCHELL, LORETTA A 3400 MELDRUM ST 1219 PALMETTO ST 1219 ELDRIDGE ST SAFETY HARBOR FL 34695 - 2489 CLEARWATER FL 33755 - 4334 CLEARWATER FL 33755 - 4312 MOORE, CAROLYN S MOORE, DOREATHA MOORE, LORNA M 307 LINCOLN AVE N 915 NICHOLSON ST 1016 FAIRBURN AVE CLEARWATER FL 33755 - 4729 CLEARWATER FL 33755 - 4224 CLEARWATER FL 33755 - 3316 MOORE, TERRIA MORRELL, PARNELL MORRIS, CHRISTINE N 912 SEMINOLE ST 910 SEMINOLE ST 1044 N MADISON AVE CLEARWATER FL 33755 - 4241 CLEARWATER FL 33755 - 4241 CLEARWATER FL 33755 - 3347 MT CARMEL BAPT CHURCH OF MUELLER, STEVEN TREVOR MURRAY, DOREATHA CLEAR 911 PLAZA ST 1144 PALM BLUFF ST 1012 PENNSYLVANIA AVE CLEARWATER FL 33755 - 4447 CLEARWATER FL 33755 - 3241 CLEARWATER FL 33755 - 3139 MURRAY, PATRICK MURRAY, W LEROY NEWMAN, JON O MURRAY, DEBRA K MURRAY, MARLENE H 515 N MADISON AVE 225 HILLCREST ST N 806 N JEFFERSON AVE CLEARWATER FL 33755 - 4616 CLEARWATER FL 33755 - 5013 CLEARWATER FL 33755 - 4317 NICHOLS, PETER G NICHOLS, SYLVIA D NIXON, VALERIA C 614 S MISSOURI AVE 314 N MADISON AVE 502 N LINCOLN AVE CLEARWATER FL 33756 - 5915 CLEARWATER FL 33755 - 4611 CLEARWATER FL 33755 - 4732 NORMAN, H JAMES NORMAN, LAURENCE W III NORRIS, MICHAEL HUBBARD, CAROL L NORMAN, LAURENCE W JR NORRIS, NOELLE NORTH 18 WOLFE LN 1282 PALMETTO ST 13335 CHANDLER BLVD PURCHASE NY 10577 - 1110 CLEARWATER FL 33755 - 4336 SHERMAN OAKS CA 91401 - 5325 NORWOOD, CHARLES O'HEARN, KATHLEEN A O'LEARY, KIERAN 707 PENNSYLVANIA AVE 318 N JEFFERSON AVE O'LEARY, DONNA CLEARWATER FL 33755 - 4236 CLEARWATER FL 33755 - 4720 PO BOX 170699 SAN FRANCISCO CA 94117 - 0699 OLSON, PERRY J O'NEILL, MARGARET D ORTIZ, FERNANDO JAN NEY, TANYA J 1146 DREW ST TRUMBULL, BETTY 502 N PRESCOTT AVE CLEARWATER FL 33755 - 4819 410 N MARTIN L KING AVE CLEARWATER FL 33755 - 4740 CLEARWATER FL 33755 - 4407 OWENS, JEROME PAIGE, BETTY J PARKER, EARL OWENS, FREDDIE M 1281 NICHOLSON ST 1005 FAIRBURN ST 303 N MARTIN L KING AVE CLEARWATER FL 33755 - 4326 CLEARWATER FL 33755 - 3317 CLEARWATER FL 33755 - 4406 PARKER, LOUISE PARKER, SAMUEL PARKER, THELMA L REGINA 1275 ELDRIDGE ST PARKER, 1252 SEMINOLE ST CLEARWATER FL 33755 - 4312 1271 SEMINOLE ST CLEARWATER FL 33755 - 4348 CLEARWATER FL 33755 - 4347 PARKER, THELMA L PARKER, WILLIE L PAYNE, DAVID C PO BOX 1744 PARKER, SARAH D PAYNE, GAIL L CLEARWATER FL 33757 - 1744 2916 PARK CREEK DR 207 N WASHINGTON AVE CLEARWATER FL 33759 - 1212 CLEARWATER FL 33755 - 4626 PAYNE, RANDY J PAYTON, LILLIE W PEARSON, ALVIVIAN PAYNE, JOHN F JR PO BOX 123 911 ELDRIDGE ST N 514 N MISSOURI AVE CLEARWATER FL 33757 - 0123 CLEARWATER FL 33755 - 4204 CLEARWATER FL 33755 - 4623 PEARSON, ELIZABETH C PEARSON, WAYMAN J PENNINGER, GERALDINE M 1136 PALM BLUFF ST 4800 MAPLE KNOLL DR SEARS, JONATHAN W CLEARWATER FL 33755 - 3241 CHARLOTTE NC 28212 - 4736 303 N LINCOLN AVE CLEARWATER FL 33755 - 4729 PENNINGER, GERALDINE M PETERSON, ARLENE PINELLAS BD OF PUB INST SEARS, JONATHAN W 1225 ELDRIDGE ST PO BOX 2942 306 N LINCOLN AVE CLEARWATER FL 33755 - 4312 LARGO FL 33779 - 2942 CLEARWATER FL 33755 - 4728 0 PLUMMER, KENT I POLLOCK FAMILY TRUST POLOSKA, ARIANA 315 N LINCOLN AVE PO BOX 4989 POLOSKA, PIRO CLEARWATER FL 33755 - 4729 CLEARWATER FL 33758 - 4989 2496 KEENE PARK DR LARGO FL 33771 - 1818 POOLE, IREATHA 704 PENNSYLVANIA AVE N CLEARWATER FL 33755 - 4235 POUTRE,MARK POUTRE, SUSAN 1204 SW 82ND AVE NORTH LAUDERDALE FL 33068 - 3509 PRICE, SAMUEL G JR 250 CLEMENT RD ROLLINSFORD NH 03869 - 5101 PULLEN, EARL W 1244 JACKSON RD CLEARWATER FL 33755 - 4715 REARDON, ELMER G 810 N BETTY LN CLEARWATER FL 33755 - 4305 RIGGIEN, LEAH M 2794 ROBINWOOD DR CLEARWATER FL 33759 - 1505 ROBERSON, WILLIAM M III 1630 FULTON AVE CLEARWATER FL 33755 - 2508 ROBERTSON,MARGARET ESCH, ERNST 300 JEFFERSON AVE N CLEARWATER FL 33755 - 4720 PORTER, AMANDA J PORTER, WAYNE J 511 N JEFFERSON AVE CLEARWATER FL 33755 - 4725 POWELL, HARRY W 1261 PALMETTO ST CLEARWATER FL 33755 - 4334 PRINCE, LLOYD A PRINCE, BESSIE M 912 PALMETTO ST CLEARWATER FL 33755 - 4229 PUTNEY, JEFFREY PUTNEY, MARY A 1245 JACKSON RD CLEARWATER FL 33755 - 4714 REGAN, WILLIAM D 503 N JEFFERSON AVE CLEARWATER FL 33755 - 4725 RIGGIEN, LEAH M 2794 ROBINWOOD DR CLEARWATER FL 33759 - 1505 ROBERTS, DAVID W ROBERTS, BRENDA J 1229 ELDRIDGE ST CLEARWATER FL 33755 - 4312 ROBINSON, FRANK DEWEY- ROBINSON, GLORIA 918 PLAZA ST CLEARWATER FL 33755 - 4446 POTTS MICHAEL, DAVID FRESHLY- POTTS, MICHELLE L 1155 JACKSON RD CLEARWATER FL 33755 - 4606 PRICE, GLORIA L EST 1015 N MADISON AVE CLEARWATER FL 33755 - 3348 PRUITT, BILLIE 1100 JACKSON RD CLEARWATER FL 33755 - 4601 RASULI, NASIR 2624 SUNNYSIDE CIR PALM HARBOR FL 34684 - 4159 REMALIA, GEORGE A THE 409 N PRESCOTT AVE CLEARWATER FL 33755 - 4739 RILLING, ROBIN RILLING, PAMELA A 1136 JACKSON RD CLEARWATER FL 33755 - 4603 ROBERTS, LINDA K 1003 LEE ST CLEARWATER FL 33755 - 4428 ROEBUCK,GENE TUMPKIN, CURTIS G 1153 LASALLE ST CLEARWATER FL 33755 - 3234 ROLFE, BETTY G ROTH, MARCIA A RUSCH, RANDY GUY, ALBERT L BONDS, LUCIOUS W RUSCH, JULIA 600 WESTFIELD CT 1151 JACKSON RD 419 N JEFFERSON AVE DUNEDIN FL 34698 - 7438 CLEARWATER FL 33755 - 4606 CLEARWATER FL 33755 - 4723 RUSSELL, HOKE S RUST, SANDRA A RUTLEDGE, GELEATER 1871 MCKINLEY ST 511 N LINCOLN AVE RUTLEDGE, CHARLES L CLEARWATER FL 33765 - 2440 CLEARWATER FL 33755 - 4733 3456 FAIRFIELD TRL CLEARWATER FL 33761 - 1111 RUTLEDGE, MARIE SANDERS, MARY A SARE, SCOTT J 913 NICHOLSON ST 1008 HART ST SARE, DIANE E CLEARWATER FL 33755 - 4224 CLEARWATER FL 33755 - 4417 1111 JACKSON RD CLEARWATER FL 33755 - 4602 SCARGLE, J GORDON SCHAEFFER, PETER SCHLAICH, SCOTT SCARGLE, JOSEPHINE SCHAEFFER, CLAIRE A TIVERON, STACEY 216 N LINCOLN AVE 319 N JEFFERSON AVE 505 N JEFFERSON AVE CLEARWATER FL 33755 - 4726 CLEARWATER FL 33755 - 4721 CLEARWATER FL 33755 - 4725 SCHOELLER, ROBERT SCHOENAU, THOMAS J SCHULTZ, WALTER F 632 DREW ST SCHOENAU, MARLIES 1210 DREW ST CLEARWATER FL 33755 - 4108 300 N LINCOLN AVE CLEARWATER FL 33755 - 4914 CLEARWATER FL 33755 - 4728 SCHWEITZER, OTTO R SCOTT, THERESA SE CONF ASSN SEVENTH -DAY 904 PLAZA ST SCOTT, JOHNNY ADVEN CLEARWATER FL 33755 - 4446 10650 SW 46TH ST PO BOX 1016 JASPER FL 32052 - 3732 MT DORA FL 32756 - 1016 SEARS, JONATHAN W SEARS, JONATHAN W SEARS, JONATHAN W GARNER, PATRICIA H SEARS, TRINA F SEARS, TRINA F 306 N LINCOLN AVE 1500 PARK AVE # 106 318 N LINCOLN AVE CLEARWATER FL 33755 - 4728 EMORYVILLE CA 94608 - 3523 CLEARWATER FL 33755 - 4728 SEIBERT, THOMAS G SEIWERT, PEGGY L SEYMOUR, JAMES E SR 1125 ELDRIDGE ST 417 N MADISON AVE SEYMOUR, PEARLIE CLEARWATER FL 33755 - 4310 CLEARWATER FL 33755 - 4614 807 N JEFFERSON AVE CLEARWATER FL 33755 - 4318 SEYMOUR, TYREN SHACKELFORD, JAMES M SHAPIRO- SEARS, TRINA F 1170 JACKSON RD 1137 LASALLE ST SEARS, JONATHAN W CLEARWATER FL 33755 - 4607 CLEARWATER FL 33755 - 3234 306 N LINCOLN AVE CLEARWATER FL 33755 - 4728 SHAW, JOSEPH L EST SHAW, MATTIE R SHERMAN, MARTIN J 1980 TAHITIAN PL # 6 904 ELDRIDGE ST SHERMAN, RHONDA RENEE DUNEDIN FL 34698 - 5529 CLEARWATER FL 33755 - 4203 3109 CARTER AVE MARINA DEL REY CA 90292 - 5508 SIMS, ROBERTA L SINGLETARY, RUBY E THE SMILEY, L V 7628 SUMMERGLEN DR 1252 NICHOLSON ST 707 VINE AVE RALEIGH NC 27615 - 6166 CLEARWATER FL 33755 - 4325 CLEARWATER FL 33755 - 4248 • • SMITH, ANDREW J SMITH, CHRISTOPHER M SMITH, DWIGHT R JR SMITH, GWEN B SMITH, JOHN M SMITH, LINDA A 308 N MADISON AVE 1154 JACKSON RD 1115 JACKSON RD CLEARWATER FL 33755 - 4611 CLEARWATER FL 33755 - 4605 CLEARWATER FL 33755 - 4602 SMITH, JOHN C 1162 JACKSON RD CLEARWATER FL 33755 - 4605 SMITH, ROBERT SMITH, EDGAR JR 415 N MARTIN L KING AVE CLEARWATER FL 33755 - 4408 SOUTHARD, WILLIAM SOUTHARD, ELISA 401 VISTA CT BENICIA CA 94510 - 2715 ST JOHN PRIMITIVE BAPT CHURCH PO BOX 1235 CLEARWATER FL 33757 - 1235 STONOM, MARGIE B 1258 SEMINOLE ST CLEARWATER FL 33755 - 4348 STUCKER, PAUL C 514 N MADISON AVE CLEARWATER FL 33755 - 4615 SUTTON, WILLIAM 704 BETTY LN CLEARWATER FL 33755 - 4303 TALLEY, ANTON O TALLEY, JEFFERY H PO BOX 2065 CLEARWATER FL 33757 - 2065 SMITH, PAMELA J 1281 ELDRIDGE ST CLEARWATER FL 33755 - 4312 SNIDER, DUKE SNIDER, PAULA 309 N WASHINGTON AVE CLEARWATER FL 33755 - 4628 SOUTHEASTERN CONFERENCE ASSN O SEVENTH DAY ADVENTIST INC 1701 ROBIE AVE MOUNT DORA FL 32757 - 6339 ST PIERRE, JEFFREY ST PIERRE, MELANI 212 MISSOURI AVE N CLEARWATER FL 33755 - 4617 STORY, JANET SINCLAIR 1161 JACKSON RD CLEARWATER FL 33755 - 4606 SUMMERS, JEROME 1941 HARTREY AVE EVANSTON IL 60201 - 3361 SWINTON, SAM F SWINTON, BETTY J 1018 N MADISON AVE CLEARWATER FL 33755 - 3347 TEMPLE, MINNIE P 901 ELDRIDGE ST CLEARWATER FL 33755 - 4204 SMITH, PAULINE D 311 N MARTIN L KING AVE CLEARWATER FL 33755 - 4406 SOUTHARD, VICKI L 1210 JACKSON RD CLEARWATER FL 33755 - 4712 ST CLAIR, BETTY LOU 412 N WASHINGTON AVE CLEARWATER FL 33755 - 4629 STONE, JAMES J 504 N WASHINGTON AVE CLEARWATER FL 33755 - 4631 STRANGE MAN HOLDING CO 1030 SEDEEVA ST CLEARWATER FL 33755 - 1425 SUNCOAST ENVIRONMENTAL CONSTRU 1165 ELDRIDGE ST CLEARWATER FL 33755 - 4310 SYLA, MODEST PO BOX 410 SAFETY HARBOR FL 34695 - 0410 TEREBECKIJ, ADAM O TEREBECKIJ, KAREN ANJANETTE 6822 POTTS RD RIVERVIEW FL 33569 - 4603 THOMAS, BERNICE THOMAS, FREDDIE M THOMPSON, THOMAS J 1141 LASALLE ST 1114 PALM BLUFF ST THOMPSON, CHERYL A CLEARWATER FL 33755 - 3234 CLEARWATER FL 33755 - 3241 1117 STEVENSON AVE CLEARWATER FL 33755 - 1853 THORNTON, JAMES J THORNTON, BARBARA D 1124 DREW ST CLEARWATER FL 33755 - 4817 TRINITY PROPERTIES LLC 1101 W DE LEON ST TAMPA FL 33606 - 2604 TYROLLER, RENATE M 94315 STRAUBING MEISTERER HARDT ST 15 GERMANY TORRES, CAROL M TORRES, PHILIP R 415 N LINCOLN AVE CLEARWATER FL 33755 - 4731 TROUTMAN, CHARLES H JR TROUTMAN, CYNTHIA K 312 N MISSOURI AVE CLEARWATER FL 33755 - 4619 ULFERS, FRIEDRICH E ULFERS, YVONNE F 00004- 756 LANTANA AVE CLEARWATER FL 33705 - 4511 VALONE, GEORGE VALONE, JANICE 1174 JACKSON RD CLEARWATER FL 33755 - 4607 VER MULM, ROGER VER MULM, ANTOINETTE 1222 ELDRIDGE ST CLEARWATER FL 33755 - 4311 WADE, JONATHAN R WADE, CHERYL L 908 PENNSYLVANIA AVE N CLEARWATER FL 33755 - 4239 WALLACE, WILLY J EST 1101 NE 14TH ST OKLAHOMA OK 73117 - 1003 WALLS, SYLVIA 1151 PALM BLUFF ST CLEARWATER FL 33755 - 3245 WATKINS, ROBERT C 706 N JEFFERSON AVE CLEARWATER FL 33755 - 4315 VANDEBURGT, PAUL S VANDEBURGT, TANYA J 501 N MARTIN L KING AVE CLEARWATER FL 33755 - 4410 VERIN, PATRICIA W 219 N JEFFERSON AVE CLEARWATER FL 33755 - 4719 WAGNER, ROBERT J 4955 WOODLAND DR ST PETERSBURG FL 33708 - 3150 WALLS, BARBARA J 1146 PALM BLUFF ST CLEARWATER FL 33755 - 3241 WARNER, JANE F WARNER, ROBERT D 129 E ALTADENA DR ALTADENA CA 91001 - 5104 WATSON, SADIE EST 1101 ALCAZAR WAY S ST PETERSBURG FL 33705 - 4605 TOSTON, SHARON K 1274 SEMINOLE ST CLEARWATER FL 33755 - 4348 TUCKER, G W TUCKER, DERETHA 4981 BEN BOSTICK RD QUINCY FL 32351 - 5132 VALONE, DEREK T 3114 W SAN CARLOS ST TAMPA FL 33629 - 5923 VASILEVSKI, VAS VASILEVSKI, JUDITH S 3561 LANDMARK TRL PALM HARBOR FL 34684 - 5015 VICKERS, THOMAS M JR 1160 JACKSON RD CLEARWATER FL 33755 - 4605 WALLACE, KYLE WALLACE, KENDRA 300 N MISSOURI AVE CLEARWATER FL 33755 - 4619 WALLS, LINDA K 1036 N MISSOURI AVE CLEARWATER FL 33755 - 3349 WATERS, JAMES L 2451 BOND AVE CLEARWATER FL 33759 - 1200 WATTS, ANDREA DE BILZAN, DEBORAH A 318 N MISSOURI AVE CLEARWATER FL 33755 - 4619 WEAVER, SARAH C WEIGAND, RICHARD P WESCOTT, REGINALD O JR 1245 SEMINOLE ST WEIGAND, JUDITH V WESCOTT, TERRY L CLEARWATER FL 33755 - 4347 217 N MISSOURI AVE 500 N JEFFERSON AVE CLEARWATER FL 33755 - 4618 CLEARWATER FL 33755 - 4724 WESTFALL, JUDITH B WHAH, ANDREW E JR WHITE, GLORIA J KIM L 1176 JACKSON RD WHAH, 1015 METTO ST CLEARWATER FL 33755 - 4607 6633 CATALPA DR CLEARWATER FL 33755 - 3236 NEW PORT RICHEY FL 34655 - 3701 WHITE, LARRY B 1034 N MADISON AVE CLEARWATER FL 33755 - 3347 WILLIAMS, AUNDRA WILLIAMS, YOLANDA M 1167 PALM BLUFF ST CLEARWATER FL 33755 - 3246 WILLIAMS, DONNIE M 20 VINE ST NEW HAVEN CT 06519 - 5535 WILLIAMS, MICHAEL C 1200 DREW ST CLEARWATER FL 33755 - 4914 WILSON, GARFIELD JR 1253 ELDRIDGE ST CLEARWATER FL 33755 - 4312 WISER, BENJAMIN R WISER, LETZAIDA 308 N WASHINGTON AVE CLEARWATER FL 33755 - 4627 WHITE, VICTORIA 1215 NICHOLSON ST CLEARWATER FL 33755 - 4326 WILLIAMS, BARBARA C 1035 N MADISON AVE CLEARWATER FL 33755 - 3348 WILLIAMS, JAMES KING, SABRINA 1265 SEMINOLE ST CLEARWATER FL 33755 - 4347 WILLIAMS, NAOMI B TRUST PO BOX 7617 CLEARWATER FL 33758 - 7617 WILSON, MATTIE M 1228 NICHOLSON ST CLEARWATER FL 33755 - 4325 WOODS, NEIL R WOODS, BARBARA A 3901 THOROUGHBRED LN OWINGS MILLS MD 21117 - WILLIAMS, A -B INC 506 N MARTIN L KING AVE CLEARWATER FL 33755 - 4400 WILLIAMS, CHERYL L 1009 HART ST CLEARWATER FL 33755 - 4418 WILLIAMS, JUSTIN M 1252 ELDRIDGE ST CLEARWATER FL 33755 - 4311 WILLIAMS, SYLVIA MASON, TYRONE 807 CARLTON ST CLEARWATER FL 33755 - 3202 WILSON, WILLIAM T WILSON, TINA 413 N MADISON AVE CLEARWATER FL 33755 - 4614 WOOLRIDGE, MARK A WOOLRIDGE, YOLANDA A 800 N BETTY LN 1215 CLEARWATER FL 33755 - 4305 WRAY, DONNA L ZEIS, PAULA M ZIGANTE, TRACI R 501 N MADISON AVE 511 N MADISON 1176 PALMETTO ST CLEARWATER FL 33755 - 4616 CLEARWATER FL 33755 - 4616 CLEARWATER FL 33755 - 4332 PLANNING DEPARTMENT June 21, 2007 •0 •• CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562 -4865 RE: NOTICE OF FILING OF AN APPLICATION FOR FLEXIBLE DEVELOPMENT APPROVAL AT 706 N. MISSOURI AVENUE (FLD2007- 06019) To Surrounding Property Owners: As a property owner within 500 feet of 706 N. Missouri Avenue, the City of Clearwater Planning Department gives notice that a Flexible Development application has been submitted for the installation of an eight -foot high black vinyl coated chainlink fence within the side and rear yards of the subject property where only a four -foot (side) high and six -foot (rear) high chainlink fence would otherwise be permissable as part of a Comprehensive Infill Redevelopment Project pursuant to Sections 2- 1204.A and 3 -807.F of the Community Development Code. On July 5, 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 July 5, 2007. The City encourages you to participate in the review of this application. You may contact me at (727) 562 -4539 or via email at robert.tefft a)n clearwater.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 July 5, 2007. Sincerely, I 0 Robert G. Tefft, Planner III Tel: (727) 562 -4539 Fax: (727) 562 -4865 E -Mail: robert. te�ft@niyeleanvater. eons FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER ® CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYEW' CSX TRANSPORTATION INC 500 WATER ST JACKSONVILLE FL 32202 - 4423 LAGO, FAUSTO A LAGO, MARY ELLEN K 510 N MADISON AVE CLEARWATER FL 33755 - 4615 MILLER, JIMMIE T MILLER, LILLIE 509 N WASHINGTON AVE CLEARWATER FL 33755 - 4632 DI,VITO, MATTHEW P 510 N MISSOURI AVE CLEARWATER FL 33755 - 4623 ZEIS, PAULA M 511 N MADISON CLEARWATER FL 33755 - 4616 ESTEY, CHRIS 611 S FT HARRISON AVE CLEARWATER FL 33756 - 5301 BLUNT, JOHNNIE BLUNT, ELIZABETH 604 N JEFFERSON AVE CLEARWATER FL 33755 - 4313 WATKINS, ROBERT C 706 N JEFFERSON AVE CLEARWATER FL 33755 - 4315 MILES, LARRY E MILES, GLENDA F 802 N JEFFERSON AVE CLEARWATER FL 33755 - 4317 "LASS, JOE "ERHARDT, DOROTHEA B ROBERTS- GLASS, GEORGE GERHARDT, RALF EMMA 506 N MADISON AVE 512 N WASHINGTON AVE CLEARWATER FL 33755 - 4615 CLEARWATER FL 33755 - 4631 STUCKER, PAUL C 514 N MADISON AVE CLEARWATER FL 33755 - 4615 HUNTER, MARIAN L 505 N WASHINGTON AVE CLEARWATER FL 33755 - 4632 PAYNE, RANDY J PAYNE, JOHN F JR 514 N MISSOURI AVE CLEARWATER FL 33755 - 4623 HUNTER, JOHN L HUNTER, JOYCE M 505 N MADISON AVE CLEARWATER FL 33755 - 4616 BARRY, ANNA L BARRY, KIM 515 MISSOURI AVE CLEARWATER FL 33755 - 4624 BRADFORD, JUSTINE 608 N JEFFERSON AVE CLEARWATER FL 33755 - 4313 BURT, SYLVIA R BURT, JERALINE C 900 N BETTY LN CLEARWATER FL 33755 - 4307 MURRAY, W LEROY MURRAY, MARLENE H 806 N JEFFERSON AVE CLEARWATER FL 33755 - 4317 BROWNING, VIOLA A 2469 FRANCISCAN DR # 51 CLEARWATER FL 33763 - 3265 WHAH; ANDREW E JR WHAH, KIM L 6633 CATALPA DR NEW PORT RICHEY FL 34655 - 3701 NEWMAN, JON O 515 N MADISON AVE CLEARWATER FL 33755 - 4616 KIMPTON, WILLIAM J KIMPTON, ROBERT J 265 BAYSIDE DR CLEARWATER FL 33767 - 2504 MELUGIN, JEFFREY P MELUGIN, MARY T 509 N MISSOURI AVE CLEARWATER FL 33755 - 4624 CHASE, LAMIYA CHASE, DONALD 700 N JEFFERSON AVE CLEARWATER FL 33755 - 4315 SIMS, ROBERTA L 7628 SUMMERGLEN DR RALEIGH NC 27615 - 6166 GAINEY, EARL W GAINEY, LARRY W SR 8673 MEADOW BROOK DR LARGO FL 33777 - 1244 BURNEY, HARRY W JR WHITE, VICTORIA SEYMOUR, JAMES E SR BURNEY, EDITH 1215 NICHOLSON ST SEYMOUR, PEARLIE 816 N JEFFERSON AVE CLEARWATER FL 33755 - 4326 807 N JEFFERSON AVE CLEARWATER FL 33755 - 4317 CLEARWATER FL 33755 - 4318 MACK, PAUL MACK, CHRISTINE 1216 SEMINOLE ST CLEARWATER FL 33755 - 4348 PEARSON, WAYMAN J 4800 MAPLE KNOLL DR CHARLOTTE NC 28212 - 4736 MACHAN, KENNETH C 1401 POWDERPUFF DR # 3 DUNEDIN FL 34698 - 4545 KOSTER, LANCE KOSTER, RICHARD 1101 SEMINOLE ST CLEARWATER FL 33755 - 4344 CLARK & LOGAN GENERAL CONTRACT 1108 ELDRIDGE ST CLEARWATER FL 33755 - 4309 Clearwater Neighborhood Coalition Joe Evich PO Box 8204 Clearwater, Fl 33758 SEIBERT, THOMAS G 1125 ELDRIDGE ST CLEARWATER FL 33755 - 4310 "ROWN, GARY C "UNTER, GRACE BROWN, ESMENIA KLUGMAN, ELLEN B 1215 SEMINOLE ST 10369 JIMENEZ ST CLEARWATER FL 33755 - 4347 SYLMAR CA 91342 - 6952 DAVIS, HENRY C DAVIS, ESSIE M 1215 ELDRIDGE ST CLEARWATER FL 33755 - 4312 KOSTER, RICHARD BOSI, RAYMOND 1127 SEMINOLE ST CLEARWATER FL 33755 - 4344 BUSINESS RECORDS MGMT INC 1125 ELDRIDGE ST CLEARWATER FL 33755 - 4310 AIR DISTRIBUTORS INC 1139 ELDRIDGE ST CLEARWATER FL 33755 - 4310 SUNCOAST ENVIRONMENTAL CONSTRU 1165 ELDRIDGE ST CLEARWATER FL 33755 74310 CSX TRANSPORTATION INC 500 WATER ST JACKSONVILLE FL 32202 - 4423 FL INT IMP FUND THE 3900 COMMONWEALTH BLVD TALLAHASSEE FL 32399 - 6575 HARDER PRECISION COMPONENTS 1123 SEMINOLE ST CLEARWATER FL 33755 - 4344 MAGERS, LOLETA M 701 N MARTIN L KING AVE CLEARWATER FL 33755 - 4210 MANANTIAL DE VIDA ASSEMBLY OF PO BOX 8727 CLEARWATER FL 33758 - 8727 SEIBERT, THOMAS G 1125 ELDRIDGE ST CLEARWATER FL 33755 - 4310 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 FLORIDA POWER CORP PO BOX 14042 ST PETERSBURG FL 33733 - 4042 FLORIDA POWER CORP CLEARWATER, CITY OF PO BOX 14042 112 S OSCEOLA AVE FLD2007 -06019 ST PETERSBURG FL 33733 - 4042 CLEARWATER FL Robert 33756 - 5103 N Missouri Avenue Robert Tefft Q v" e rr J � 1r d AI a sr r raw• wr aRol 1% TOWNSHM 29rt.RANQ0 1SR PARCEL L0. 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W- W. t701Ma7N0 • daNNq ■ w artam s m cm mm WAOMMn 'NIGH O�$i tl0 a 00A1Ma eL p NNI RECORD ORANNOS IC 10 N A arT OF WARWATEk NoaoA ® NATIONAL GUARD ARMORY N1 _ —�N A ° !./A N A PAW A REOUTM CErARTMINT ,rNr PARKS & REC. DEPT. - SPECIAL EVENTS DIVISION r —"� --NIA aNm '"'�• — war'.. • a.. ride a araat add aownw SITE PLAN - PERMIT @:COT rr NLM90N w BY .. F �t�L 16 200T c,lv . C�f J------- m;mwz�7= — ------- j — --- --------- _,g, ------ ---------- ==?,412 ------- 7 ----------------- // ------------- - - - —— ----——— -10 —'`P---- ----------------------- ------------10=5x- .. --------- 10 --XCP— - — - . T SEMINOLE ST. I ------- ii J)%_ZL ................ .�Ll b� — - — - — -- — — - — - — - — - — - — - — - — - . . . . . .. . . ------ D — — — — 2 1 30 SCA a4" — — — — — - — — — _)jR A 8 1 11.7-1. Tral. : .7.11, c_ 13 13 halt dc'. 3-d ­7 .01t, till, _UF I, Is, G 1 W.48, tc, Hio �Wh .2 Ir 20 Haln a— 'IT I vm A -to do do 0.1 rx2v w 11 w Ttom , r 625 r,23' 0 Idth dth W% dill, Wth to .28' .Idth d 13' .25- With do do do 9-th. to . I 14'.7V 14'.60' WOW 2W V ddh 0 t2'.36 2W.6W rMadir ram d. With at I 12!,36 W.3 ON 12V 1 \1 _j "w Mtn 10- IV d0l, Cj_ III III to' 126' .26' 10' / .26' .2 > III I Now Ir ramm O"d I'Migh Black Ocilla. curbs and 12 WWI Chathilink Forme now asphalt surface a- a' on Praprty un# LLJ < r I I I - at all antranome 9 _.�[ - \-:;! Il , Ru- header curb :t*&"*n'd of pr4manit 10, �12W b.- - - - -- - - - - - - - - - - - j I Ili 0 L j ALL IDUETINO SURFACES TO REMAIN UNLESS OTHEMSE NOTED 1 7 l 0 P= I I PROPOSED : 11 1 \ - I L__ !ifc. North ASPHALT PAVINO LwJ LL) II II 0 V 2w 40' ZC� I' - 2W Ripwc w= (w rim Of I L----- - - -- -r 3. _j - - - - - - 0 ii b R*rnm IW*dng Fence 4,1114acca N*wBlsck 11 r - - - !2 It! r VInyl Cha nIInk Fence L_+ 1_� I fill I 91 mlnlmum 1. off property 13 1 0 §1 1 EW ND3CAPE_AREK_AffrA- _g11 gA �6RIAARR�MGVAhgr 111111TING PAVED AREA 3,40 SQ, 7023* 1 :��:n =11-Is ZL-1: .i ILL_ ii 0 ------ ELDRIDGE ST. --------------- 8' YqL --------- -r — — - - - - i .dnid Wb u I- 9� RECORD DRAWINGS CITY OF CLIARWATIA, FLORIDA NATIONAL GUARD ARMORY LC AK .� I.C� Imc '� MIA N A PARKS It RECREATION DEPARTMENT UTIUTY XOTWI ATION PARKS & RIEC. DEPT. - SPECIAL EVENTS DIVISION H/A RENSION WIP mm In .1,o 'Take a break and Recreate- EQUIPMENT & PARKING LAYOUT n 1 6L 1.6 2007 PIANN, v �rXAE� C,TY � C Ea,o TER PAN 1 a c ....,� %% \ ;;ac :: .!!'rTc; *icccc �:ccccc .c c g;73254- � .y_ �, �,- ,r••J�a1�L�' - � w Vim � �1 MEG o© .. - o • • (ORIGIN4 REMAD F BEFORE PHOTOGRAPHS AFTER PHOTOGRAPHS column to remain proposes d rendering does not depict ! chimney for boiler (typ.) remaining because of S tq 29-U' � render ng process (typ) _ Finish Painted 9:rfece ..._ u JL N 5, rkj Y!t tr- H THE PARKS & RECREATION DEPARTME NT'S INTENTION IS TO PAIN THE ENTIRE BUILDING AS SHOWN. HCWEVER THERE IS AN ALTERNATE TO ONLY PAINT THE LOWER PORTION OF THE BUILDING IF THE COST OF PAINTING COMES IN TO HIGH. THE COI OR OF THE PAINT IF CNLY THE LOWER PORTION IS TO BE PAINTED WI -1- MATCH THE CURRENT COLOR OFTHE BUILDING. RECM DRA"Nfs CITY OF p.EARWA ER, FLORIDA ® PA M rc MIA Special Event: Armory " "" " ° " " NIA ®` i^— — PARKS k PECR£AT�1 D"cPARTMENT r �o" Ri °R stcrt, n Pcrw' Conceptual Photos �S �_ �1vtG'JIN"Al, R14-.;tv*G ?T07 90' JUL 16 2007 CkF�RWAIER . V '75 6X6 DST CLUSTER yk �F 'Y • • 0 s lb n, lii pi * 1. *1 ILA . It .4l ip NNO 74 I�i" P-1.0.446%*0411"emm1 Imm Ir 0 j. 0 701 ,iqgJ� © I "r, - qk xgy1 ryo1 h \ tioI h° rya \ xry0 rya \ 0• I % I ryo� h ^3 I grate# 6 I -a rya °° /�� ryo� rya' grate 19.95 o. inv 4" pvc n 17,14• ( > A- •- . -._ -. � rygNq ry a.I Inv 18' rcp se 16.77 I- q �120.i 3 K o� 06 �O c� I �` ` ry `17773"---- -- - -`1O `1° r- �� i '� :i rcw %� . -. ....- 1Q"- -!ZP -- 's� -__- -_ _ __ -_ _ '' , 10" -vcp _ - ••- ,r,yo'- __ -�._ Vill an mh# 1 `, - 11 �`'" - im 20.46 ry ohyryt, ° oqy �� a k y .rya° 4�,y °, 1. nv 10' vcp e 14.46 - ,I. ti -43 ? � cR nv 8" vcp n 14.46 o�w .� - �° o`' ::�7' grate# 4• inlet# 10 grate 19.64 son mh# 2 rim 20.18 inlet# 8 throat 19,38 st mh# 9 rim 19.99 Inv 6' ud s 16.16 rim 20.23 Inv 6" pvc n 16.20 rim 20,31 throat 19.11 inv 18' rcp ne 16.18 rimt20.34 inv 4" vcp n 16.94 " inv 30" rcp sw 13.47 Inv 18 rcp w 16.18 inv 24 rcp w 13.98 P inv 6" pvc n 16,16 throat 19.50 inv 10" vcp e 15,02 inv 30" rcp ne 13.69 inv 30" rcp se 13,33 inv 18" rcp s 15.48 NBC CURB AND inv 6" pvc n 16,95 inv 10" vcp w 14.99 inv 18" rcp sw 13.69 inv 6" pvc n 1303 20.72 23.62 inv 24" rcp e 13,99 NEW CoNG RA sYJRFACE inv 18" rcp w 15:18 /' --`-, 6EHW CHAIN UNK FENCE H CAA RE c\ {ence 6 , °-`" 21.14 Inv 30" rcp nw 13,50 AT ALL ENTRANCES „ CAYC. HEADER CURB inv 24 rcp e 15.06 'O \ PROPOSED 8' HrcH eaaar g AT END OF PAVEMENT --- I ' PVC dtAINVNK FENCf W77H BARB fNRE AT TOP BY CONTRACTOR / ' o grate # 3 Reeonsroet s /dawn /k to U q`° / (TM BY OWNER) fENCE NOT 717 BE REMOVE UNAL NEW FENCE 4 q1) grate 19.85 `meet AOA requirements R I > o• ry0 pQ , HAS BEEN INSTALLED BY 7HE OWNER (TYPICAL) I I U Sr) b ry w/truncoded dames per 1, O a ry q1 -ry qry ^� g• 8 Gi fence O O ry o inv 18" rcp e 16.00 FDOT index 304 (both ry ° o• o 0 0 20 71 x I �� xry 0 x,yo• ` x ° v ry ' + 0' S - 0.93 x 20.63 x 20.69 x 20.68 x 20.60 x 20.42 " "ry inv 18" rc sw 15.99 s1des) 4 ,° ry cn '� „ o °a 4 20.84 2 y 4 v r +x U20.55 h •�• o P_ , _ __ -si walk Fqc;�,, sphalt 12 15 ry ."� M \ o > �` -it, °� b '\rya 4' std wplk ,y° o Qryq• o rive o° oh a° rya / c,00 rya .1 10, `1 tio� -6 o° ry �,3 c' o• o L- - 'z, x o 0 0 1k 3� >l� -- yo aK O`4 O rya• ° ry ry)' ^�� h ry `yo' o4j S„ % ^° ry 0CS of �° ry • i ry °� ry 19.95 p ^ �" t 0 C O ry ,+ ry 6 '1' O• Onc O• „ O• e __ _ - _ _ - , - - _ _ _ _ _ _ _ __,r`L 20.07 COI / /o. �cD o• O O' rL rl 8 ry 0' a „ r- .- --�C R _ _ _ _ _ - .,� _ .� _._ ° 8 rcP r ry • i _ 4 sidewalk ,!� - o ry - _ _ _ -- - -_ a, _ _ __ - - - ._.._ -_ _.-._ _- -- - _ _ _ 19.73 1996 „ - o - - 19.8 __ + _ - - a= - ' rte C - _- .-- 0 ^ 20.08 - _ -, )- R `9' ti0tio, ` -- a 2 6 '' _1'9.64 19.59 { 1 curb 20. -19.80 19.8 9.6� 9.> -19 - _ __ -. - - O .. _ _ .. __ ..._.- ..._... _...... _ ...__ . -.... _._...: .. - .. - _ _ _ 9 57 19.4 9.520 0 .-.. ...-.. _ .. - .. _ .ECy'._ .. e ` 9.60, 79.5 ©. _ 1s _ - 9.. o 0 1 cu '�,�� 7 C _ '2Z5 Yc,W_ _ .. __ _ . :: � - .I _ _ �_ .. _ _ .. ^ _ -5 _ _ .. - .. 0„ �cv'� _ .. _ - .. -_ .. _.__ ..._-- .. ^ .. - :. r ...- ..._- .. ':.,r : - .- :. _._- :: Wiz. - .: - .. - j9s8 _ 9: _.._ ,� _ \'' 19 5 19.2319.95 1 'LP' / -` -- -° - - - -_ _.� _ %_- 1(LkcR_ x - - - -_ x_- ..mss- ..._ -. - -- -- _ _ _ �_ -_ �10 vcL_ _ _ ___ _ -_- 2_ _ -!_ __ -� _` ' _�% 720 rcw o L_ r 20.3E 20.36 20.36 20.31 20.2 ` 20, 2 - " X _x_ _ _ _ - n- _ _ _ _ _ .� _ - _ _ - - - - S� '� I I �9 ?86 q, V'b �.g00 'h� '� o y ,6 O q p qb O 1.0.23 qo 20.26 o,�h 20.23 7.d 21 20.15 q 20.15 q ^ 7.0,18 2 . O ti ` X� q 4Q 9 .- M.E. q ^� °� ", 2m 'y g' °' ,on. o ,- o• o• �, oti SEMINOLE ST. ry ° �.. ry g o ro ry � , - - - t e 1 cu o tie• o �°'• o o. o° g6o° oo' '' `' o° ory o0 0° �'� �0 I I �° •>• - - -' - - �' _ --- �- -:- f° 11; -.i ce '` r1' '` '��' oJ' '` - \ 'a _ . _ _ . .�. 20.01 o ti ,o 0 0 �o : -. ,� -_x:�- • ; - - _.� +._ -. _. -.__ . - . -._ _ - - - �-r `�'�°1 ' x19.97 �o�' 19 9 RG -. __._. . -. K,f.,2 �- __ ..r_..� -. w...- .....w..... _r.... h - -S7?JP_S( _1g.b4._ _ _ ;?....0.61 6L_Aat. _ -�- Gu•Ji x 20.34 x --• n- - % �. inv yCp w _ rya. rya cone drive 5' pi'' h°' rya' . 1° ° o _ '� _ t -rr�� 5' walk - 47 _N 89'5060 -W `4800"- (Pr-AT)- - - -_ .- �. - - _. _ _ _ _ _ _ _ - .� ,20.'23 _ �,� �� - 6 wa - ®_ ^,\ V1� a - es 7.0.5`- 20.45'.7043 20.47 , „ - - ,h•_ -,:, o- 0 4t ' x - 5 woIk480.00 ��LATF` o _ �� _ - 01 9 , 1 9 5- ailed b o - - - �- =- g�� 6�_•»ri8 Igs -480- - \\ a / het 7 h `° h / K Xi6l'u� m.r® a mm m�"mm 2�® " rAmee �ePicv� `�mmrm�m ®�Fmm -� rim 19.94 o~ 0 4 rya y - �• Qasarg. mmQam® care ®cQC® em ®sQ=d;) 1X=M == m f e xry ,yo o^ I � o� 4 v o o letL1 J_ - ��y /fi II o,z inv 6' ova s 17.29 O O t, , Remove plonI I , \ - /� � h rim 20,24 20.0 9 0`�'�` "� inv 18" rcp s 15.83 I Iry +k t 19 40 I I h . r,I �1 '1'I �, " fat , '� 01 t Trailer Trailer Trailer Trails railer 'frailera Trailer Trail c Trailer Trailer Red h Show Trailer Trailer Trailer Trailer Sedan 1/2 1/2 Utility Van 24 c� \ K/ ' }' {�o ry ° tKq Cover Co* over Cover 'x18' Ton Ton Step Sound rate a Covers Open Open Ope aunt Mobj covered c ve ed covered co�5ered ttere ti ' Mas r o• h , g� r k I x ti ry ed e ed ed °' stall Pick Pick-Up 8'x25 Tech rate 19, 76 Q °� 4" 20.73 Utility Utility Utility U I t", ed plat- utility uti Fty utility u`l:ility revj8w1gC s M . Flex p P 2 7 9 utllit fatilit utilit utiii l5• I °, for PV bike bike b g Port- form (Office) (Office) (Office) (Office) stand ound Y Y Y Y width 7 x18' 7 x18' stall �C'2 Inv 18" rep nw 16.33 ry in r- rr t " ie sta hol _ for for for for 13' stall stall width sta P (� tall ' stall 0' 0 x stall 1O'x4 ` TI` of ames ame Sown Inv 18 rcp s 16.2 7 I ( ry I 8'x25 codes codes cads Bleach 10 x32 stall stall stall stall stall 10x48 g g x26 widtTi wF w " e Booths 8'x12' 6'x8' Equip 13' 13' x26' d Inv 18" rcp e 16.2_ I I A m stall x�5� 8'x25 8x25' rs stet kith r width width r width width r stall 8'x12' stall stall 6'x10' 25 SYMBOL LEGEND A found nail & disk 0 found iron rod . M found concrete monument O found iron pipe O set iron rod n storm manhole * wood light pole rl electric box,in - ground � wood utility pole f guy anchor 0 water valve 0 oak tree * unknown tree m water meter Qs sanitary manhole •Q fire hydrant ( plam tree Q bush 0 bollard -�- sign 91- found- Pinellas- County- disk- - - -- -- "- -- , ---- -- 0 reclaimed water valve in GTE pedestal u reclaimed water meter N.T.S. gas meter A set nail & disk Van Car _ Von L Van 1 inv 13.82 ' 0' Pass- Pass r - �•\ . inv 10 rcp ne 17,83 ry stall width 'eMt 6i? 8'x20' gtatf s width enger 8'x20 width cx -21.42 4 4, 6 h; Fire (ry \ by others x25' PROJECT 10' 10' Lo Reconsruct s /dewo /k to ON 1s. 4 10' > o. . nv 18" rc n 15.67 ry� 21. I I I in�ry I I dq mh#. 3 q °I ✓20.61 7I 020.81 rim 2_0.12 II.313571 %y00 ti. I •. inv 4" vcp se 16,01 `n x , 2 1� I x 20.75 inv 4" vcp nw 15.86 E WAY ( 20.20 19, 0 + 0 1 , 14 70 14x70 14x60 14x60 20x 0 width y 25' sE7eACK L/NE stall wid width stall o x26 X26 x x25' x25' \ 4 meet ADA requ/roments s/CN \ II 20.0 ` I ( 1 ; j P r I inv '10' yc w 1,x.57 ry ? a wTd#h stall stall stall 8x33 width p (R6 -1)/ 1 120.63 a • v . .` 2x36 wi th widt .1Nt r r stall 12 x� ° ° 0 20'x60 0`� width 1 b{h� 10 veldt O fDOT Index 304 0th 4> per' , O /trtrncaded domes er a Q) 3) rya' K ry smP 12'x36 12 x36' 12 k36 width ry R, rya' n'` xry q ; x�' rove/ � ry U AR x x x 10' )1226 x26 10' x 21.44 X 01 I i C ry 17_ x40 x26' x26' 21.12 21.30 \sides) I ME 0.04 ! i I I I O ( -c 5 EMPLOYEE PARKING SPACES 21 56 x 21 TbD aoo,i-- o6019 SECTION 10, TOWNSHIP 29S, RANGE •15E PARCEL I.D. NO. 10/29/15/33300/000 /0010 I Phonenix roebeienii 5 VICINITY MAP­' 11 3571 Inv 15" rcp 1.3 is nw 17.89 P t 3572 r - �•\ . inv 10 rcp ne 17,83 ry SUNSET POINT ROAD inv 18" rep n 17 3574 qx 3575 PROJECT ..- .._---- --- --- ._...- .- .-- _... -_ - grate# 7 �'. SITE grate 122rcp1 e 18.43 ' C;ASE # &T.2•fI -OWIGl ,�, -CASE TYPE o,, PALMETTO STREET DRC DATE M - oS - � rim 21.11 " r Inv 12" rcp w 18.40 C.DI3 DATE ---- inv 15" rcp n 18.15 SEMINOL STREET F • 40 HORIZ. 1"=30' ELDRIDG STREET it Q Z ¢ APPROVED FOR DREW . STREET -o DATE m L>! COURT ST. GULF TO BAY N.T.S. _� ¢ = � -' rn r- o 95 � '- vi L'•• LAKEVIEW ROAD � 2 V) BELLEAIR ROAD m 11 O 1 ^ 9) open WIDE ROLL CA 7E �` -_., _ --- ' ,r x - °� CONSTRUCTION NOTES qm open mYom 7 om to 5 pm 10X20' STALLS s BE CONS7RUC7E0 x 20.50 t 1'j°' I'l°' ^U tl (TIP BY OWNER) AS PART Of TH /S PROJECT c, • 9.90 °, ry Abandoned vault na£ naE SIGN N " 21.18 conc o x'y 203 SIGN h O ti, Remsmot s /dewa /k to 1. All construction, materials and workmanship shall be in accordance with the latest City of Clearwater and Imo,. ti °'x ryy o5 4 w /aces covers o ry 12 0 drive ° `� I III meet ADA roqulrements Florida ���� r+. ry`' 1`' A �I �� 0 n-A a Show A yy �4 p , ;• ;,; . , r ,O .�^ � Y 48\ r�°'' w/lrunrnded domes per Department of Transportation standards and specifications. ri�.`� x K ry y`' 1' ` master ti� �• �'' Zm• `' •' `' O ' 'x y�' S gory 21'28 -;41. 12 I 0,43\ ��, III mor index 304 (both 2. The indicated locations of underground utilities, structures and facilities are approximate only and reflect `3 PROPOSED EAUGNM x , 'I,x ry x x x`l xR ry xry rx1. cr' .. 2j ?} fir• •. -rye a. ' `, .m ..• r, `•' M.E. o ° , stage e x , . ry ry r •x• _ -:- sides) the best information available from surveys and records and have not been field verified. The contractor NTH I� N I ENTRANT PAW h rya rya' exten `, . 10- - - I I J 4Q shall verify the actual locations and elevations prior to proceeding with any construction activity which . CONG1gE7E AV1NC �j d s' �. �( '- / I I I I I d' AND CURB G AS i zr m • . "•. ' . x .ee :: m <' � " " ry c c I N ry, t REQU /RED xry` filled with debris tion 5 y1b halt -21.10 og E)20,�» h I I III may affect such utilities. Contractor shall call SUNSHINE STATE -ONE CALL 1 -800- 432 -4770 at least o 10 ice ry`' `�' ` • . • • • _ ' rive I K`y 48 hours in advance of start of construction. d eo, ,Iq,y e �, �A 19 O ti x20' boxes �`' i. <• r + h ,' n ':. .. , '• .,4� ( I 3572 00 20.1 K 1.05 g ry I I f �h h1 ryI `�., xo �s. o� ry� �:o, ry e.s• ''s . ' 'I i / 1 I 20.82 0°` rya' ( 0 3. All construction staking for site improvements as shown hereon shall be performed by a State of Florida ryti1' o°+ (7 x x`) rye' , O 4�a`rl,`' ' ' �• y �• �• rY`' V ' , 7 ti. r� e r M£ " I �a, Y %3 R� - s' o ,{� II Professional Land Surveyor. ry ry `. x K1 x'i x21 x`1 xry x rye• ry .� , ryh ryt 2160 <, 21..7 20.49 (- D ,y° m 6X18 "H /GH PROPOSED 6'THICK ry ry' ry / 1 a I I 4. All backflll over any pipe (storm sewer, sanitary sewer, water lines, etc.) that is to be placed under X I I I ,y.`° - ry.`O rytiti ry,° s' ,-cone u o6 Co' CURB 6" CONLRETEPANNG • 20' \ Q F ! roadways or within the embankment of roadways, shall be compacted in accordance with Florida Department Gravel . ABOVE F7NlsH OVER EXIST. GRAVEL 1 s5 21.4 1 J 1 h I .7,6" x 21.56 1 g c0 i I o of Transportation Specifications, Section 125.8.3, latest edition. This articular section specifies compaction ° �• GRADE 12" BELOW REMOVE EX /ST, GRAVEL ` / - �. ,1'.• particular P p rya ° I I I / ���. I / ,0.� h� a ry ry Trnicat AS NECESSARY 7D \ y. - 21.5�G II gI to 100 of the maximum density as determined by AASHTO T -99. 2 b b 1 ACCOMMODATE PAVING / O 20,; 5. Unless otherwise claimed by the owner, materials interfering with construction, including all abandoned o c of I � -' o h o ,�. �.• �Jry �, <,. ry ..._,, x °. Qr �°P t I �� y �h ti1 -`1 xry �. p r h 1 (T1R 0 ALL LOCAnONS) .' I I. °. 9 structures and other subterranean objects to be - removed shall be disposed off -site b b �I ry A ry ry �' , ry PROWDEFVU DEP7H 21,87 / I/ I' I utility lines, pipes, I r P Y e0�' -� 25' SETBACK LINE' 4 y` x x xry �^ M �^ CONGWHEEL M o ry '� 1 'C' ALL EX/SnNC SURFACES - 9'.. EXPANSYON JOINT MA7FR /AL 1 4 4 � I� � tir1• the contractor. . 11 I- �-fuel station TO REMAIN UNLESS srnP ( ) NEXT TD BU /LO /NC 3 = / N o ry`' 6. All areas of exposed or disturbed earth resulting from construction activities shall be solid sodded unless rya' ry ti 07HERW7SENOTED 't NINZ7.2" Q otherwise directed b the construction documents. i I 1 grate .� h hedge ( I 1,41 0 3 7 i I Y g ry o a L qb nry' ry`'ry°' h) s'cONC. `1 ��' 4'' `y, E I 7. Contractor shall rovide all sheetin shoran and..bracin required to protect adjacent structures or to ry i U 1 EX /ST BUILDING 1 ,�O q o, r1ti' Qy. 7 Q� PROPOSED MASONRY 7RASh ENCLOSURE FOR SYNCL£ r 1 21.72 / 6 N 7VR 21.0 ' V q p g' g g q p j SIDEWALK l �•. • ry `y O 1 I (70 REMAIN) I .• ti. rya' conc 4,b x _' • a P P Y P , 9 9 o ry ry � � 0 7RASYDUMPSIER, (SEEOETA /L d7Y0FCL£ARWA7ER •� PARgNC �ri;.• minimize trench width. Where a se orate a item is�not rovided the cost of all sheetin ,shoran and �. ci 'x'717 SF. Q t rye' ,a1 x O ry R,a` DETAIL INDEX 701) B" BOLLARD EQUAL DISTANCE % e� , 21.83 USii STA 1 0.71 I ry di t ry o 0p worehous& u q xry' .� ry ry l 21.57 ��1 20.29 20 bracing shall be included in the contract price for the item of work for which sheeting, shoring and o ry \3 APART FROM WALL 2' BELOW GRADE 4' ABOVE FINISH �8 ��, ry I gI ryry /y o x 21,16 bracing is required. dri e rya (I' I I ry x Gravel CJ ry Q GRADE (NOTE IW17E PVC fENOE CAIE BY 0MV). ` a P. X ry 9 q x I ��I 1 tih 0 ry NF���'o - a ._I._,rry .�4,. 1 II0 8. All existing and proposed utility and storm sewer structures whose tops will be exposed within unpaved - - 1 �, MAMH EXIST• - o areas subject to vehicular bicycle or edestrian traffic shall be adjusted' so that the to surface of ! ry`' a ° �� vo rye• o EX /ST BUILD /NC GRAD£ FOR ADA sidew Ik ry�� 2 .09 a . ry og I I I the covers and frames are no than one inch above finished j rode. =Where sodding is applied, 6 '(ry I I �^ a PROPOSED - - 1 ryry. - i:2 8b A GR U ary n (fo BE RENOVATED) ACCESSYB/V7Y 21, � - _ - „ _ �� K M� - I I g 9 n• . x CONCRE7EPAVIN 22,78 0 Nib ¢ 14,137 SF B �k!��61e}0 , 5 .0 i II finished grade shall be to the top of the turf after the sod is firmly placed. x._ i I � 9. During construction, contractor shall furnish install and maintain all necessary traffic control and safety i 0 I 7000 pSy 23.45 ry y A7s . rt. warehouse /,�y � i / ryS � >ko 2 Jill devices in accordance with the U.S. Department of Transportation Manual on Uniform Traffic Control O ° I 1 21.97 c6 x ° `1 9,337 sq. ft. warehouse 7RAft7C ARROW �• ry. (NI N O°� I I g + Y Y 'C', II w �-� ti h 1 \ O N. 4i Cq O OP ryry'rya Om) "y 21.x0 0 __ .. ° �, U 1 „ � I I' ' , ry•ry o ry ,y w a M tiry 'y' -I 8' i bush 3 w e „ „ °' x x`l ry ry 'ti K ry x o f -x ry• xry 'I• 22.36 , s la o I i I Devices ( MUTCD) and the current Florida Department of Transportation (FDOT) Roadway and Traffic "• b " .0 0141 xry 22.9 21.6 x 1 , x 2 .79 b O C 20.9 ry njh „ `V. c�nc . I I I fI ��o I - o .x .- x272.3 :A 4 2 . 8 �,' . -W - uT � III Design Standards". All proposed traffic control devices such as signs, markings and other devices as a3 0 21.5 O- 18.8• 0 ,i>- indicated on the plans shall be in accordance with MUTCD and FDOT "Roadway and Traffic Design Standards ". titb ry i h� ,y�l ry ( concrete �8 o ltl \21'83 hedge eI 110I� P Y 9 ' ry , 'yy xry� ry`'1 ` slab 10 # O N Co 9 0 0 357 ,, I i 10. After completion of construction and final acceptance by owner and agencies having jurisdiction, contractor �0 C rylI ry�r.. 43 4P rb 1 °� � HM 4) M M M v °� I x o7' co A h CONNECT 4'DUCRLME P /PE \ 3' I Ili @iz x21.4 I I shall remove and dispose of all erosion and siltation control devices, including but not limited to, silt �� ` r1�' `�h `' `. x x 6-x c x o o �- iV ry h D /N BUILDING WHERE FIRE RISER x 22. Q4 a 5 h a l t -v­ r l- `' t vs qry ry 'b o.. " d . - a a x `l' 'I ti' ry IS LOCATED P \ I I I I Reconsmot srdewa /k to barriers, hay bales, etc. ,»(C I (I N �• 1 o N c fN • N ti 'L '. 5Y7F 14SYB /Ll meet ADA re u/romants C / '� A �s ' ry ,y. ^• , ry- E � o ova.- o " q � _ „ N , 4,� y ��e 1b i q 11. Contractor shall coordinate all work with utility companies in order to prevent damage to existing utility L� fir? I' I I ti can 4, x - , <o - ry r - „ _ _ viz + 9= 4, ry`' rya x 21,87 ° 21. x /Ai? �GZE ( o �,t� w/truncaded dames per if re uired. ' ry rye• '1 c x (0 x "0) x x Fin a o u a o x a :2 � N - All' O 41 � �' O• If I FOOT Index 304 (both lines and the making of adjustments to same, q te) J 1 I I ryti' ;Q � -x .N 06 11 ,=•- x ,,�, -X \r� N I r N ,�„�, N to N .;� I ,� ryry• \ 21,86 sip I �, 21.07 20,g cog oo sides)Q - - 12. Adjusting manhole tops to match grade and slope of the finished paving shall be included to the concrete Z,6f S ro = + Op i - ,' - 00 i[�9 -I , -I --, -I o X o ryry v -j I ' / 21 72 x e --�,n o x 21.47 4 contract unit price for the manhole, payment of which will constitute full compensation for the S ar - - ai - 2 - in m O � rn 5 4- v ar . a x b l b �% i� \ �t410 ,y ' (�i y 'V .N P fit^ I s qb A C ' ' c _ (� N- N N N.._ r, o,rn ry ti' -- ` 0 1g ry construction and completion of the manhole, and no additional payment will be allowed or made for - -._ -_ __,l1 y )i._ F - 6 .y+ -._1 �. ___ r t ticr ( o 'o v o -o o v b ; c a x �j x . x a ci a �n CONNECT 4" DUCnL£ IRON PIP�y Fy, 2%•7 \ x 21.x1 ° �� S ad ustin manhole to s ry ^• JI _ 'l,�b �v ,I `y 0 Si �b h 0 rn w w rn N t9 O ro I N a0 N O m O �m of TO DOWNSTREAM SIDE OF x , x 21.92 x 21.91 2.07 x 11 h , - j 9 P • _ .- - _ - - - - -- _ ti; h O 0 h SU77ERFLY VALVE OF F/RE 2..15 \ I (Rf -7) od �ti.rL ry 1"'1 -°�" -' •. ti. .�. o, •. q � � 2 co ' 'y' - 13, All storm drainage pipe shall be RCP -ASTM C76 for ctrculur pipe and A.:TM C507 for elliptical pipe, unless ry' x I R O x ry ^' -ri ry `' ry' ry SPRINKLER SYSTEM /N BUILDING 5 21.3 \ K x 'Y 'y ry• 4ry . WHERE ARE RISER /S LOCA7E0 e.�,s.a y 21» dri oI otherwise noted. Elliptical pipe shall be wrapped with MIRAFI 140N filter fabric or approved equivalent. Ciruclar y thNl , `� s °J x x xL �• tiry 0 0 '0 1 0.7.3 1 I ( d S£MPLOYEl PARKING .l`' O �� x21 ry• x rte' 4'OUCnL£ /RONPIRC s•4.7•a•f;•4/ / o °' 20, a� I� j drive \ - pipe under pavement, drives and sidewalks shall also be wrapped with MIRAFI 14ON filter fabric or approved as SPACES 10X20' STALLS PROPOSED CA7F x� x ry' BY GENERAL CONIRAC7tJR i i N i 7D BE c17NSTRUC7ED BY ti^ xry K' •' 0 x x 21.66 ✓ �� `1 72 13 357- y 21.4 14. Contractor shall be responsible for documenting-and and maintatntn as -built tnformotion which shall be M.E. (got& nommol /y lock used on /y dum/ng emergency µ. 21.48 E CONTRACTOR t,( t sltuat/aos access to site north gate 7 do owe &k PROPOSED 8' HIGH BLALYf K 21.7° \ 2 6 t x 21., 5 'y P g g m I w , ', `, ) / 01 ® x 2,05 K 1,717r 2 .23 x o• 21 19 recorded as construction progresses or, at the completion of appropriate construction interval(s), n 4 . <, r 701. (71R BY OWNER) PVC CHA/NVNK FENCE ° £X/: T. SHAD / ® r 21.81 y� O rl • ry' �J 4" 0041OX CHECK VALVE c4 4 ry ry CL 1 I 6' 1 c3r� _ ---- -`` (TYP BY OWNL77) ml CAMPY 517 .F. Grave/ BACKFLOW PREVENTER BY MY \ 21.4 - U and shall be responsible for providing all applicable data obtained to the Owner for the purpose of 15' SETBACK UNE x U I P _, c xry`' ;< < .,:a '. • • . `? x O � (b b bra 5 0, ALL P /PING DO)JAS7REAM FROM a 21.90 \ cone ry "i I `I 8' / preparing final as-built (record) drawings. All as-built data shall be- collected by -a State of .. e , • x ry ry �• 1" g a ACKFLOW DENCE BY THE' 1 'SETBACK LINE / 1 xrl,' O ., •ro• ..• x ry '�• N p t h II ry r�• L o, .� ��y ,� NERAL CON7RACA7R � � Florida Professional Land Surveyor whose services are engaged by the c_ ontractor. t� ri 9 conc 2 ,3B OoIII I •�..... 15. Contractor shall be responsible for all -material testin and shall su I all test re rt t th 0 ry _ - - I� z c © x x a,9`tiV ryry drive / 9 PP Y Po s o e caner. 11 , 1 t si M.E. o v'co - ry ® go II _'� 16. Contractor shall be Fes onsible for controlltn fu itive dust and kee to construction +site in a safe, clean 0 0 0 0 0 0 0 �o �r7 o re a x x o I o P 9 9 P 9 inlet ## 3 i I - 'ry2; s x 42.08 ' ". '' ' r 28.7e' X X x x , "Y ") ") "' - 3 x a) x ° x ' o ry 1.ds - z ..05 x 21,711 0.94 2 .e4 ry I z and orderly manner at all times. rim 21.30 ory I � .� �.� a- a- a- e.- V x L x x o 0 3 N -�' o ry �w 0 \ Imo{' 9r" x 11 ti`' I ti y`' zrse a M B 1n 3 - •, N r ,n N o O,,_ ryb� ry ry u A ti� I I • 17. The existing sidewalk within the right -of -way is to be removed to the nearest joint beyond the- proposed drive (��I� throat 20.49 �'I ry y ti hole Y � Y w w w'- _ ry c _ _ 37 ry' (I - I apron /driveway and replaced per City standards. v ry' x L_ j """ �"'- -" "''(ti b S = v _ v _ _ N • o _ p c I _ FIREDLPAR7MEN CONNECno 0 ® I I '' II' 18. All sod, sidewalk, curb and sprinkler damage, if any, within the right -of -way shall be repaired /replaced prior " p `I \ I ry b w am - O d' - - rn .a ( % 1 4' DUC77LE IRON PIPE _ _ - 21.5 1 Inv 6 vc n 18.38 ry \FYI (I EXIST BUILD /NC a o GC`Q- ¢ 4-a _TT ° FDC S/ CO U /TRY � DO NOT to en (Hearin final ins 2, 1 370 SF. Warehouse I o0 x 4 r(,L ' N e N - o O iV a ��' m Y x V7 m N1' CfVERAL CONTRA RJR K^� (8Y dTY) y �- 4 I ENTER SY 11 I I / , inv 15" rcp se 18.13 c I •v ry o 1 o I o 1 t3 -1 w 1 I 'I �'- o, n ry e p (R5 -1) I g g paction. _._._ .. --�c�' `}/ '`� as '" pp Z: "•' O .o .- ..�� 10, ._ � ^ >fIl � C � w ,Q N •'p•'i:n ry' C� 8'X6' 1EE " „ p b I \ a v M ry 0 d h 5'S/CNACESE7BA I I 3576 II i I I �jy,� 19. An new concrete drivewa a ron s constructed within the ri ht -of -wo shall be a minimum 6 thick fibrous �p Slf% l 5 q - bS70P 4 1 N x Nis ,d `Y x x a�i c =p v a�i N x V v cii o x " x ry GjC` OQ , 6X4' REDUCER <D ® UNE 192` �0 Y Y P () „ " 9 Y ry ;11' ry, �• Q \ \. n �. �. a ., a O . m +, 7 - 01 in a :- ry O ,i`1'' -(8Y d7Y) x 21,71 x 21.86 - 21 74 1 1 tx� I i I # ry'` J concrete, and a minimum 3000 psi with 6 X 6 / 10 X 10 W.W.F. (sidewalks shall not be constructed St mh# 1 - I \ BAR ,• h h M a0 �'amq o M 4c1 rn rn 01 U) H Sc 0, rim 21.2$ inv 12" rcp e 18.05 n I PLAN LEGEND •'' PROPOSED CONCRETE PAVING / WALK ®EXIST. ASPHALT PAVING /GRAVEL TO BE REMOVED 6 r10� EXIST. GRADE -1- 21.64 PROPOSED FINISHED GRADE M.E. MATCH EXIST. GRADE M Im EM ® EROSION CONTROL BARRIER /y� x`y 4` rya' ry`' �`' y - 1'70 0 - 2.16 / -ry` �oI within this apron orea(s)). Expansion joint will be required along existing" -curb where applicable. 11 iQ ' K , 0 I I 1,48 / 21.5 I13I 1 I 20. All unused drive aprons) and /or parking surfaces) are to be removed in its entirety, by the contractor. L 71.06 I0 21.76 LA o° I Ham, - The right(s)-of-way are to be restored with new sidewalk and sod- as required. x - tae caa m - ®� �� .� .� 1 tK 1. �• 1 I q m• „ r� QEI ®®I RALy emrmmea�rmmesasemera emlQSmeaem® ® ®® m ®Qal ®=Mkt' M , 21.14 �` �► m m o inl ,' car ms® ®Qom et 6 �` mmm m o �">�J�Sf�� ®rQF r® Ur �K � x 4 # 1 Finished _ 2. 2 . n ed Fade at the proposed entrances shall be kept as the existing elevations r . 6 .�a�� . �, �! i ,e , +,�35 � �I 66 Kry o x 480.00 (PLAT 21.66 2 ,� 4 g p p p g efts removing the asphalt 1'39 - 55'3000 ry �• 21.50 x `�a +, ry � x 21,x4 48 ) x �, 21.5 0l 16' ve ud rim 21,65 to maintain the same drains a pattern. a. p�� 71 33 -- ___ _ x20.21_ _ . _. -. _ _�1 55.- . z1_ss_._ _ -__.- `� _. ZIM._.__. 6 __wet z4_ _ ��� m �j� (FP _ ry �_ _ _ 9 P -' "71`t'Z" ,> _ _ o tiled _c_r 2 .77 _�n29- 21:94 f throat 20.81 ry ' M.E. M.E. 2i.27 21' 41 21,49 21.49 - -a " g - ' 22. Contractor shall provide upgrade of existing sidewalk at all driveways intersections and sidewalks at street N 21,10 .I EROSIONCaVIR0L 21.sz ?1.60 z1.6s 21,6 21,74 1.56 \ ° inv 6" pvc e 18.45 4 intersections to meet ADA requirements by removal and reconstruct- sidewalks if necessary and provide /`GQ 21 3 L-Srop SIB tx� O o .b BARRIER ELDRIDGE ST ° 1x'27 1 F/REHYDRANT do - -�6" TAPPING SLEEVE r2 REMoVE F�t2Sr \ ' 21 � I`�' " adhesive truncated domes per FDOT index 304. Seven driveway crossings and 3 street corner intersections will c _ h 6 6 Inv 18 rc n 17.65 - _ _ _ RT -)_ ry ry,. ry1. rye. (Ira BY �6 ,.o ,11 �9h 4 CA _VALVE ro VA ,1�--- 7,rRAVEL/PAhNG 5 ate#a` 2 �� �����, p be required to be addressed by the contractor. y g 21.37 - = k - -_ - - _ -� = -' -- --x- -- CONTRACTOR - `y x+y K BY GYTY xry (BY 61 n xry (7YP.�BY CONTRAC7OR) xryry' gra x21.12 x`1`2 21.6 p I P K._ ry' x K o inv 15' rcp se 17.6: p• 00 REMOVE &REPLACE�g 12r rc -- airy - or _ --� -_� �r �_ -_ _ _ ;- - -- ry,y rep ,y .11 _ Q4 23. Contractor to construct trash dumpster enclosure, see dumpster enclosure (single) index no. 701. Contractor _ >+ - -�ry�' ry rya ExrsVEr CONCR£lEryo 'v'' $" vcp ryh. ,,ti rye, `,� "p "o �i6 . "ry.• "� rya �ti1 - rya ° -` ` __ _ '--" _ _ __ __ - -- - - ---- - R ryry inv 1 rcp se 19.02 \� zy 21,65 shall note Interior and exterior of masonry surface shall receive thick stucco sand finish, with minimum' 1 �- P ryryry ry ry ry _ ry`' ry ,.•�5 - - - -y- 1:0 - i - -�"- --- -- - - -- __ _ _ -- as halt scratch coat stucco surface prior to final stucco surface,'top of wall to -.be domed to prevent rain water - 1, ry ry`' ry1' n ---- - -- = --- o from puddling, finish stucco surface to receive minimum one coat of primer and two costs of exterior semi 21.77 - 21.69 21.62 drive_ loss aint matchin buildin color. "..-.- '21.06 -` T 21.1 � 2_1.18 . . pro 21,36 r _ � �21.q•9 2j _ �- _ � �/`��- 21.69 ry 21.69 1 VC 21.63 pvc h^ y ry C, - - , . ry conc r o h 8 vc _ ._.p 21.38 9 P 9 9 7 4m 0 21.79 2. V S �� '-I 22.03 ry`' asphoI oo �° 1\� c'�-` - ry _ _ -�t�il1 �� ry� rti. REMOVEr� ory 94 21.45 ' Q4 24. Contractor shall note bill of quantity provides alternates for painting of entire exterior of building or pointing x� K drive ry`' ri^ ry.6 coon ``- - %7 - o ry' drive 21.95 -ry dirt'' �y x 22.24 REPLACQ2.28 h`y' 22..35 / 27, q Y P P 9 9 P 9 X „ ry ry.,• , ,y ,\x 191 ti ry1. ry x Ex/sn/✓c FENCE x 22,12 21.87 2 9'�\ lower portion of exterior of building. In both cases the contractor shall pressure wash portions of building ory -- f, ry ° �J Q6 +, ' . o hed e drive _ _ _ •�Browry -)- _ - dirt x 72` �N and preparations such as filling holes, scraping of lose paint shall be considers as part of the'patnting 21.57 ry`' __--son -rlitl `� ry`T`�` 4,rygS ryry ryry q, ry`I g w`O o,°� drive I 'o° / %X I process. Minimum one coat of exterior primer and minimum two coats of exterior semi gloss point. Color ry' ry'v / 3 21.69 ti• ^. _ _ _ _„ 4 ,N Ql}c w _ . /0 19.79 rim 21.07 ry ry ry ry o ry ry /ry'`' draw down samples to be provide by the contractor for selection by the owner: Selection of alternate lower SITEWSYRIUTY inlet ## 4 ryb Z_ 41•, 15" •1.g 21.55 ortion of the buildin to be ainted contractor shall match existin buildin color. All exterior trim color MAN"(7YP,) rim 21.30 inv 8" vcp e 16.07 throat 20.4.9 inv 8" vcp w 16.02/ Inv 6" pvc n 18.40 inv 15" rcp sw 18.09 Date: 6/14/2007 Rating Certified Arborist: Brian Murphree � FL: 1009A , GENERAL NOTES 1. Subject site is located within Flood Zones AE & X.according to FIRM Community Panel Number 12103CO106H dated May 17, 2005. 2. Handicapped parking spaces, where applicable, shall be properly signed and striped in accordance with Florida Statute 316 and the Manual on Uniform Traffic Control Devices, latest editions. 3. All paved on -site parking spaces shall be striped and signed in accordance with the Manual on Uniform Traffic Control Devices and Florida Department of Transportation Standards, latest editions. Parking spaces, directional arrows, and stop bars shall be striped in WHITE. 4. All disturbed areas within rights -of -way shall be restored to original configuration and sodded. I 5. Signs as indicated hereon shall be in accordance with the Manual on Uniform Traffic Devices, latest edition. 6. All elevations as indicated hereon are based on North American Vertical Datum (NAVD). 7. Boundary and topographic information as indicated hereon taken from a Survey prepared by the City of Clearwater. 8. The Horizontal Datum is Florida State Plane Coordinates, N.A.D. 83 -90, Florida West Zone. 9. The Vertical Datum is the new City Benchmark network, N.A.V.D. 1988. 10. The Benchmark G -7 at Palmetto & N. Missouri elevation 19.90. RECORD DRAWINGS SURVEYED BY DRAWN BY REVIEWED BY PROJECT LANDSCAPE ARCHITECT DATE APPROVED BY SUPERVISING LANDSCAPE ARCHTiECT DATE REVISIONS BASED ON DRC COMMENTS ADD FIRE LINE MISC. REVISIONS PER CITY REV. N. DRIVEWAY PER CITY REVISION City of Clearwater Excellent 5 Parks & Recreation Department Good 4 P.O. Box 4748 • Average 3 Clearwater, Florida 33758 Fair 2 Phone: (727) 462 -5139 Poor 1 Dead 0 TREE INVENTORY SUGGESTION• REMOVAL OF ALL TREES WITH RATING OF 1 & 2 Reconsroct sidewalk to meet ADA requirements Qw /Wooded dames par FOOT Index 304 (both sides) son mh# 4 rim 21.72 inv 4" pvc e 18,77 Inv 8" vcp w 17.99 . LEGAL DESCRIPTION LOT 1, GREEN FIELD SUBDIVISION, AS RECORDED IN PLAT BOOK 31, PAGE 28, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA L�1.Y BOTANICAL NAME COMMON NAME SIZE DBH (inches) CANOPY SIZE (feet) COMMENTS 1 Illex x aittenuata'East oalata' east palata holly 8.6 & 5.8 20 witches broom, in aecilne, tip ate aacK in canopy, coaominate codominate stem, within 18" of building remove dead frons, fertilize magnesium deficien cy remove dead frons, fertilize magnesium deficency, bore insect 5 stem cluster, in decline, codominate stem root crown damage from lawn mower branch die back. potential included bark.Ca710' from base 4 Phonenix roebeienii 5 Inv 15 rcp s 17.93 I 3571 Inv 15" rcp 1.3 is nw 17.89 P t 3572 r - �•\ . inv 10 rcp ne 17,83 ry 3573 inv 18" rep n 17 3574 qx 3575 Quercus vii inana ..- .._---- --- --- ._...- .- .-- _... -_ - grate# 7 �'. IT.r APPROVED grate 122rcp1 e 18.43 ' C;ASE # &T.2•fI -OWIGl ,�, -CASE TYPE o,, st mh# 2 rya, DRC DATE M - oS - � rim 21.11 " r Inv 12" rcp w 18.40 C.DI3 DATE ---- inv 15" rcp n 18.15 SIGNATURE live oak DATE as -2-1 - a-• 40 I PLAN LEGEND •'' PROPOSED CONCRETE PAVING / WALK ®EXIST. ASPHALT PAVING /GRAVEL TO BE REMOVED 6 r10� EXIST. GRADE -1- 21.64 PROPOSED FINISHED GRADE M.E. MATCH EXIST. GRADE M Im EM ® EROSION CONTROL BARRIER /y� x`y 4` rya' ry`' �`' y - 1'70 0 - 2.16 / -ry` �oI within this apron orea(s)). Expansion joint will be required along existing" -curb where applicable. 11 iQ ' K , 0 I I 1,48 / 21.5 I13I 1 I 20. All unused drive aprons) and /or parking surfaces) are to be removed in its entirety, by the contractor. L 71.06 I0 21.76 LA o° I Ham, - The right(s)-of-way are to be restored with new sidewalk and sod- as required. x - tae caa m - ®� �� .� .� 1 tK 1. �• 1 I q m• „ r� QEI ®®I RALy emrmmea�rmmesasemera emlQSmeaem® ® ®® m ®Qal ®=Mkt' M , 21.14 �` �► m m o inl ,' car ms® ®Qom et 6 �` mmm m o �">�J�Sf�� ®rQF r® Ur �K � x 4 # 1 Finished _ 2. 2 . n ed Fade at the proposed entrances shall be kept as the existing elevations r . 6 .�a�� . �, �! i ,e , +,�35 � �I 66 Kry o x 480.00 (PLAT 21.66 2 ,� 4 g p p p g efts removing the asphalt 1'39 - 55'3000 ry �• 21.50 x `�a +, ry � x 21,x4 48 ) x �, 21.5 0l 16' ve ud rim 21,65 to maintain the same drains a pattern. a. p�� 71 33 -- ___ _ x20.21_ _ . _. -. _ _�1 55.- . z1_ss_._ _ -__.- `� _. ZIM._.__. 6 __wet z4_ _ ��� m �j� (FP _ ry �_ _ _ 9 P -' "71`t'Z" ,> _ _ o tiled _c_r 2 .77 _�n29- 21:94 f throat 20.81 ry ' M.E. M.E. 2i.27 21' 41 21,49 21.49 - -a " g - ' 22. Contractor shall provide upgrade of existing sidewalk at all driveways intersections and sidewalks at street N 21,10 .I EROSIONCaVIR0L 21.sz ?1.60 z1.6s 21,6 21,74 1.56 \ ° inv 6" pvc e 18.45 4 intersections to meet ADA requirements by removal and reconstruct- sidewalks if necessary and provide /`GQ 21 3 L-Srop SIB tx� O o .b BARRIER ELDRIDGE ST ° 1x'27 1 F/REHYDRANT do - -�6" TAPPING SLEEVE r2 REMoVE F�t2Sr \ ' 21 � I`�' " adhesive truncated domes per FDOT index 304. Seven driveway crossings and 3 street corner intersections will c _ h 6 6 Inv 18 rc n 17.65 - _ _ _ RT -)_ ry ry,. ry1. rye. (Ira BY �6 ,.o ,11 �9h 4 CA _VALVE ro VA ,1�--- 7,rRAVEL/PAhNG 5 ate#a` 2 �� �����, p be required to be addressed by the contractor. y g 21.37 - = k - -_ - - _ -� = -' -- --x- -- CONTRACTOR - `y x+y K BY GYTY xry (BY 61 n xry (7YP.�BY CONTRAC7OR) xryry' gra x21.12 x`1`2 21.6 p I P K._ ry' x K o inv 15' rcp se 17.6: p• 00 REMOVE &REPLACE�g 12r rc -- airy - or _ --� -_� �r �_ -_ _ _ ;- - -- ry,y rep ,y .11 _ Q4 23. Contractor to construct trash dumpster enclosure, see dumpster enclosure (single) index no. 701. Contractor _ >+ - -�ry�' ry rya ExrsVEr CONCR£lEryo 'v'' $" vcp ryh. ,,ti rye, `,� "p "o �i6 . "ry.• "� rya �ti1 - rya ° -` ` __ _ '--" _ _ __ __ - -- - - ---- - R ryry inv 1 rcp se 19.02 \� zy 21,65 shall note Interior and exterior of masonry surface shall receive thick stucco sand finish, with minimum' 1 �- P ryryry ry ry ry _ ry`' ry ,.•�5 - - - -y- 1:0 - i - -�"- --- -- - - -- __ _ _ -- as halt scratch coat stucco surface prior to final stucco surface,'top of wall to -.be domed to prevent rain water - 1, ry ry`' ry1' n ---- - -- = --- o from puddling, finish stucco surface to receive minimum one coat of primer and two costs of exterior semi 21.77 - 21.69 21.62 drive_ loss aint matchin buildin color. "..-.- '21.06 -` T 21.1 � 2_1.18 . . pro 21,36 r _ � �21.q•9 2j _ �- _ � �/`��- 21.69 ry 21.69 1 VC 21.63 pvc h^ y ry C, - - , . ry conc r o h 8 vc _ ._.p 21.38 9 P 9 9 7 4m 0 21.79 2. V S �� '-I 22.03 ry`' asphoI oo �° 1\� c'�-` - ry _ _ -�t�il1 �� ry� rti. REMOVEr� ory 94 21.45 ' Q4 24. Contractor shall note bill of quantity provides alternates for painting of entire exterior of building or pointing x� K drive ry`' ri^ ry.6 coon ``- - %7 - o ry' drive 21.95 -ry dirt'' �y x 22.24 REPLACQ2.28 h`y' 22..35 / 27, q Y P P 9 9 P 9 X „ ry ry.,• , ,y ,\x 191 ti ry1. ry x Ex/sn/✓c FENCE x 22,12 21.87 2 9'�\ lower portion of exterior of building. In both cases the contractor shall pressure wash portions of building ory -- f, ry ° �J Q6 +, ' . o hed e drive _ _ _ •�Browry -)- _ - dirt x 72` �N and preparations such as filling holes, scraping of lose paint shall be considers as part of the'patnting 21.57 ry`' __--son -rlitl `� ry`T`�` 4,rygS ryry ryry q, ry`I g w`O o,°� drive I 'o° / %X I process. Minimum one coat of exterior primer and minimum two coats of exterior semi gloss point. Color ry' ry'v / 3 21.69 ti• ^. _ _ _ _„ 4 ,N Ql}c w _ . /0 19.79 rim 21.07 ry ry ry ry o ry ry /ry'`' draw down samples to be provide by the contractor for selection by the owner: Selection of alternate lower SITEWSYRIUTY inlet ## 4 ryb Z_ 41•, 15" •1.g 21.55 ortion of the buildin to be ainted contractor shall match existin buildin color. All exterior trim color MAN"(7YP,) rim 21.30 inv 8" vcp e 16.07 throat 20.4.9 inv 8" vcp w 16.02/ Inv 6" pvc n 18.40 inv 15" rcp sw 18.09 Date: 6/14/2007 Rating Certified Arborist: Brian Murphree � FL: 1009A , GENERAL NOTES 1. Subject site is located within Flood Zones AE & X.according to FIRM Community Panel Number 12103CO106H dated May 17, 2005. 2. Handicapped parking spaces, where applicable, shall be properly signed and striped in accordance with Florida Statute 316 and the Manual on Uniform Traffic Control Devices, latest editions. 3. All paved on -site parking spaces shall be striped and signed in accordance with the Manual on Uniform Traffic Control Devices and Florida Department of Transportation Standards, latest editions. Parking spaces, directional arrows, and stop bars shall be striped in WHITE. 4. All disturbed areas within rights -of -way shall be restored to original configuration and sodded. I 5. Signs as indicated hereon shall be in accordance with the Manual on Uniform Traffic Devices, latest edition. 6. All elevations as indicated hereon are based on North American Vertical Datum (NAVD). 7. Boundary and topographic information as indicated hereon taken from a Survey prepared by the City of Clearwater. 8. The Horizontal Datum is Florida State Plane Coordinates, N.A.D. 83 -90, Florida West Zone. 9. The Vertical Datum is the new City Benchmark network, N.A.V.D. 1988. 10. The Benchmark G -7 at Palmetto & N. Missouri elevation 19.90. RECORD DRAWINGS SURVEYED BY DRAWN BY REVIEWED BY PROJECT LANDSCAPE ARCHITECT DATE APPROVED BY SUPERVISING LANDSCAPE ARCHTiECT DATE REVISIONS BASED ON DRC COMMENTS ADD FIRE LINE MISC. REVISIONS PER CITY REV. N. DRIVEWAY PER CITY REVISION City of Clearwater Excellent 5 Parks & Recreation Department Good 4 P.O. Box 4748 • Average 3 Clearwater, Florida 33758 Fair 2 Phone: (727) 462 -5139 Poor 1 Dead 0 TREE INVENTORY SUGGESTION• REMOVAL OF ALL TREES WITH RATING OF 1 & 2 Reconsroct sidewalk to meet ADA requirements Qw /Wooded dames par FOOT Index 304 (both sides) son mh# 4 rim 21.72 inv 4" pvc e 18,77 Inv 8" vcp w 17.99 . LEGAL DESCRIPTION LOT 1, GREEN FIELD SUBDIVISION, AS RECORDED IN PLAT BOOK 31, PAGE 28, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA L�1.Y BOTANICAL NAME COMMON NAME SIZE DBH (inches) CANOPY SIZE (feet) COMMENTS 1 Illex x aittenuata'East oalata' east palata holly 8.6 & 5.8 20 witches broom, in aecilne, tip ate aacK in canopy, coaominate codominate stem, within 18" of building remove dead frons, fertilize magnesium deficien cy remove dead frons, fertilize magnesium deficency, bore insect 5 stem cluster, in decline, codominate stem root crown damage from lawn mower branch die back. potential included bark.Ca710' from base 4 Phonenix roebeienii 5 _ Illex x aittenuata 'East 3571 Quercus vii inana 3572 Quercus vii inana 3573 Quercus vii inana 3574 Quercus vii inana 3575 Quercus vii inana 3574 Quercus virainana +iirlSEA �', INVESTIGATE LC 7/14/07 %%% K� `" �� _ CITY OF CLEARINATER, FLORIDA ® BEFORE EXCAVATE DA 5/16/07 C' � +lid CALL LOCAL PUBLIC DA 4/,2/07 r- .� o PARKS & RECREATiION DEPARTMENT UTILITY NOTIFICATION - y � �% CENTER DA 3/27/07 � �'/y \;1 1�� "T a k e a B r e a k and Recreate" 1-800- 432 -4770 BY DATE - ~�'�rER % IIII + MIN. 46 HOURS BEFORE �I / / "I I YOU EXCAVATE st mh# 5 .shall be also provide by the contractor for the owner to select color. 9 rim 21,26 25. All fencing, landscaping and Irrigation system to be provided b the owner. Contractor shall coordinate with K 71'a2 inv 12" rcp sw 18.0(i ZL owner to ensure slee ivng ducts for irrigation system are in place prior to contractor paving any surfaces. inv 12" rcp nw 18.0:? Q 26. The contractor shall note the owner will have other city staff or contractors on site to perform other work inv 15" rcp nw 17.91 and the contractor of this project will be required to coordinate his work with other city staff or contractors inv 12" rcp w 17.91 during the performance of this scope of work. - 4Q 27. This site will continue operation by city during the construction period. The contractor shall note information grate# 1 about types of vehicles or equipment parked or stored on, the site is information purposes only, striping of rim 21.53 these stalls or providing wheel stops is not required. Proposed concrete paved employee parking and all - associated work to construct this parking stalls is part of the scope of work of this contract. Inv 12" rcp ne 19.00 Q 28. Contractor is not to remove existing galvanized chain link fence until new 8' high black vynil chain link 4 fence is constructed by the owner. RATING 1 4 1 3 3 North 3 3 0' 30' 60' 2 3 SCALE: 1" = 30' GRAPHIC SCALE ('IN FEET) NATIONAL GUARD ARMORY PARKS & REC. DEPT. - SPECIAL EVENTS DIVISION SITE PLAN - PERMIT f�,,y1P •. �. , k,F.- ed,"1) l .aL 2L 1 6 2007 ?� AN ti_4" W � r ._.�s,;r"iIT_,4f GOVERNALE ENC��t.4 ,SERVICES, INC. II CONSULTING • PLA NO ,. • ; :, • ., ;" ..; laural oak 7.6 20 1807 PEPPERTREE DRIVE ` = ` 1 �� ••• 'PHONE: d robeienii palm 5.0 6 _� LEO L. GOVERNALE, P.E. NOu '169 1-. - r ,- ': , - f3 a robeienii palm 5.2 6 DRAWN BY LC east alata holly 8.5, 8.3, 6.4, 7.4, 6.4 30 live oak 21.4 50 SCALE N/A live oak 20.7 40 •vERT. live oak 27.2 40 live oak 18.6 40 +iirlSEA �', INVESTIGATE LC 7/14/07 %%% K� `" �� _ CITY OF CLEARINATER, FLORIDA ® BEFORE EXCAVATE DA 5/16/07 C' � +lid CALL LOCAL PUBLIC DA 4/,2/07 r- .� o PARKS & RECREATiION DEPARTMENT UTILITY NOTIFICATION - y � �% CENTER DA 3/27/07 � �'/y \;1 1�� "T a k e a B r e a k and Recreate" 1-800- 432 -4770 BY DATE - ~�'�rER % IIII + MIN. 46 HOURS BEFORE �I / / "I I YOU EXCAVATE st mh# 5 .shall be also provide by the contractor for the owner to select color. 9 rim 21,26 25. All fencing, landscaping and Irrigation system to be provided b the owner. Contractor shall coordinate with K 71'a2 inv 12" rcp sw 18.0(i ZL owner to ensure slee ivng ducts for irrigation system are in place prior to contractor paving any surfaces. inv 12" rcp nw 18.0:? Q 26. The contractor shall note the owner will have other city staff or contractors on site to perform other work inv 15" rcp nw 17.91 and the contractor of this project will be required to coordinate his work with other city staff or contractors inv 12" rcp w 17.91 during the performance of this scope of work. - 4Q 27. This site will continue operation by city during the construction period. The contractor shall note information grate# 1 about types of vehicles or equipment parked or stored on, the site is information purposes only, striping of rim 21.53 these stalls or providing wheel stops is not required. Proposed concrete paved employee parking and all - associated work to construct this parking stalls is part of the scope of work of this contract. Inv 12" rcp ne 19.00 Q 28. Contractor is not to remove existing galvanized chain link fence until new 8' high black vynil chain link 4 fence is constructed by the owner. RATING 1 4 1 3 3 North 3 3 0' 30' 60' 2 3 SCALE: 1" = 30' GRAPHIC SCALE ('IN FEET) NATIONAL GUARD ARMORY PARKS & REC. DEPT. - SPECIAL EVENTS DIVISION SITE PLAN - PERMIT f�,,y1P •. �. , k,F.- ed,"1) l .aL 2L 1 6 2007 ?� AN ti_4" W � r ._.�s,;r"iIT_,4f GOVERNALE ENC��t.4 ,SERVICES, INC. II CONSULTING • PLA NO ,. • ; :, • ., ;" ..; EB 0007622 � t 1807 PEPPERTREE DRIVE ` = ` 1 �� ••• 'PHONE: d (813)855 -3510 OLDSMAR, FLORIDA 3467 �� • • : FAX: :- ,t' (813)855 -1572 _� LEO L. GOVERNALE, P.E. NOu '169 1-. - r ,- ': , - f3 a &,.__1 Z1��YU,�•Y� • , F; 1 1 t•,. ". i G" I . DRAWN BY LC DESIGNED BY., ,+} ' ?1 x^ �n .'J>_Cr ;'CHj CKE , BY,' ' Goa. CONTRACT NO. N/A f,Y, rh�G ;`;''t'afi''';a�, 01;" SCALE N/A Sdf, * YED BYy p ,0 , `• =1 . '•t,`N , ,900K'if0. '' N 9A JOB NO. N /A •vERT. � _ �:Io, 1,,1 / DATE�DRAWN ` "' ; k xti °b `y °ry grate /# 4 grate 19.64 San mh /# 2 inv 6" ud s 16.45 rim 20.23 irly 18" rep ne 16.18 inlet /# 12 inv 4" vcp n '16.94 - -inv 18" rep 16,'18 throat 19.50 P P inv 10" vcp e 15.02 NEW35'RADIUS Inv 6" pvc n 16.95 inv 10" vcp w 14,99 R S AND inlet /# 10 rirn 7_0.18 throat 19.38 inv 6" pvc n 16.20 inv 24" rep w• 13.98 inv 30" rcp ne 13.69 Inv 18" rct) svr 13.69 st mh /# 9 rim 20.31 inv 30" rep sw 13.47 inv 30" rcp se 13.33 inv 6" pvc n_.1303 SECTION 10, TOWNSHIP 29S, RANGE 15E PARCEL I.D. NO. 10/29/15/33300/000 /0010 �--- inlet# 8 rim 19,99 throat 19.11 inv 6" pvc n 16.16 inv 18" rcp s 15,48 inv 24" rcp e 13.99 NM co cR£r£suRFACE inv 18" rcp w 15,18 _ mm � \ _1en��� ��p- inv 3Q" rcp nw s Kn ArAll E717RANCES A C�•�' r' �6„ n0• C= N£AOER CURB Inv 24" rep e 15.06 0 pvc CH NUNK FENCE CK r ^ ! °�.• Q A END of PAVEMENr - � I :3 Qi (T)P. 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L ......_. _,._ _ .__ .:.- fC.,_ .� __ _� -- - %r. =. ..- • _._• __.... _ - - - /'=: -/ .� -.: •___ T _..... 0' 20.08 r�? - -.-_. > / ry ry ry r0 18" P -_l. _ _ �y :'� " �YC7 _^ __ _ _ -_ - �- - - -_ ..mod ._ _C- u:_-�- _^ -a- 252.:1 zt?.Q x �s. 2i7TT" -- _< __- __q,"J -- -- L_ 19.81 19.4 19.87< := v_-_ __.�r -= - -= = -= 1g 13<. r ^cL•- 19.419.58 1J��t1 t�.�a 119.2619,90' .``-- srry - _ --- -i,__� •--- - __ = r r > ' T !� 5 t 9.52 ao1 �` pro „ I ^q• ^q. ^q. 202113- 20.06 9.64 19,b9 type 1 cut-1) xU 20.'20 19,$0 - .. �'Gh 975 , _ �: %2_.... $Yl?F'. 1 CUr� - r�:CL5 .: __..:. �:: '1 4 -rdW u j 1 1n vcp �° _ - _ _ { L �._ - - _..-, - - _ _..... - _... - .- _ _ 1.G _ w� `S� _ _ __ _ -.+_ � � __ _ _ x 10 Vc)L _ _ � �.. GP r_2 , �Sll � _.._ - - _ - - ___. _ _ - - -•$' � �` `` _ _ _ _ R ,1L, 2 �� Q, . x � 3617 � 1 - 2e 1.0.17. ?.3 ?.0.26 h 20.26 20:21 20.15 20.15 ZO.it3 - ti 19.9 0.02 � V I -- --�. ) o ) 20.32 20.36 20. 20.31 2U '20 son mh // 1 0`�' B r .� t? n q' '��^ q�' q q a o ro y° o, n �ry o� oqo^ o00� qy m' y° t, 4,n t0 0 ,t ryo' (•, <`� rlm 20.4 6 '1 ^y b Gp p� �� t`n h O coy O' „ gn^ �) ^ qy °h q t0 gyn�y gSnj`y qa ry SEMiNOLE ST• O� 0h ry0' oy 11 1� n 15 ^� 1 ` Gj' q , -//, ^°'' ^q qa k qy x 0 4 p / ^q. °. ry o. r� o•° , �, qy ry r�•.ry �' _qf ^� ry rse SF ao• ^oho ,oryo' `t °_ - - - - ry ��... - - -�- °�� tYE?e _curb -_= `v °._ ,- - _- _- �9� °___ �_ ry° __ ` ry° gory° _ zo.m .__•_ �, _� \ = ^`�' 9 o ts,a ' „ O' n n ^ _ _ _a= = = - - - =- �r = :a x:- _ _�_.��� - 19.97 q -x inv 10 vcp e 14.46 �4 �, .. _ - _._ -. -_ tt-�- -- 4 _ "A \i> P x --� 16: m1 - "� .•A-- :_- _ _ - 9�r �:�- _ -) G_T - _ .__ __.- -- x 2 21 19.88 v 8" vc n 14.46 n2' - g Q _ _ _ _ ._ -- _ _. -. ___ - - -- _. - _. __ _ _ _ , In ^q �Oh t u dj _. S; _ -_ r- ... __ 18.54 " O.G7 -.� r WO _ 2 _ (- K"51 _ _ x 20.34 a -161 vra t _ ^ny' " P r ry0' rb Oq ry0• 1• �. --rQ> -7,y -� I ryrU _ _ ..0 ._..l S i1P_+Y....__ - ._._ 2..._ _...._'_'_ __ _^ .. - ._•4r, ,.. �,._ ,_ _� , ' O �M -,5 ^ ._.__�._.. L2..)`•Z.iO -,� , - .''- _,._ I, 10 vcp w 14.45 `? o cone drive' 5 w • ftt' +i Rr` 5 walls �tJ -89`50 00 W - 480:00 (PEAT) -" - 5 woIk480.00 (PLAT) - ^_ �. „ ts• \ a� ° g o rL -- ? -- - a3a s, �q -48 g o si' :rt s A \, ^ o r °' °' i ( �o "ao.a , a i ,S# ' 8' 7=Er, 0123 • 40 1 �- - 1' -'- 0.1 R ,� vraltLmet 19 94• `t 1 " 0 - r --- ,-- 480:2 F)- - ry x }�X� >)fi Fiti- T� k - „ -- { > f C "ca wu as rs� car u� ea mml ss+ em `y1 0' 0.2 -b „ f flzt cny au va w� ast ea r� ca ap tw /dam eml oa �n tm � i� rsa tm as trl� ceu m 1� t� ra w to! mt i� qa rrd ew k� �# im ( vbY� s �iih ra r� acv sxt tz�ixs t erg ° inIc;t Il6 1' \ \ ^ �� I +� inv 6 ove s 17.29 o x,(19 ,iA I 0 9.8�.. ryq^ oa n °.O ^q �^ � ry ^y) ry °^ o-zla Gb a , . 'o ' < v '°�`�L t "! O v h y v a �fim 2 ,o .�. ... 2t. z z .2 I I 2o.osI y I p' Bbl inv 18" rcp s 15,83 - n ryxry° o lino << < %0 throat 19.40 y�� r 1 i 19.\ �' �no�l� inv 18" rcp n 15.67 l I 1 24 t tti w o�' �� inv 18^" ^rcp nc 1 1.82 ^ P Q 2t 92 I I 11 conc o^ nary c,N�) t�' hk h`� h� °' _ - y 11.9 _ mh 3 Q' O• O' O O' ` O' 2999 SF. o' o r0 UI # rate 5 ry o n ry n o n ry n 1 -20.78 -21.17 c 0 -21.42 „' 69 020' 1 i pf rim 20.12 ry On x „ x test „ „ x x U O '20.61 X20.$1 se 16.01 g /�, of W n SF ry ^o „ sroP� ry - _ _ l 48„ o ,n n� ^ z .1 „ , 75 inv 4 vcp nw 15.86 grate 19 rep ry^ �°. l ^ ° BAR test_ r hole _I - „ 4+ l� II • I I �yo �' I ° � P Inv 18 rep nw 16.33 �`' 1 20. 18" 16 27 �l n �'` E o hole ONE WAY \ I 1 20.20 9.80 ^q �� inv 10" vG w 15.57 iD SYMBOL LEGEND r� found nail & disk 0 found iron rod La found concrete monument * found iron pipe O set iron rod © storm manhole * wood light pole w electric box,in- ground <-p-, wood utility pole < guy anchor * water valve 0 oak tree 1( unknown tree rid water meter n sanitary manhole A fire hydrant piam- tree bush 4� bollard -� - sign rfl found Pinellas County disk ro reclaimed -water valve m GTE pedestal rfl reclaimed water meter 191 gas meter A set nail & disk SCALE: 1" = 30' GRAPHIC SCALE (IN FEET) tnv rcp s 1 ^. °0 vat WlD scv zo.o t inv 18" rcp e 16.24 I l l n n1 > h ^ (np,, BY 013N ) ,) p�) 25' SETBACK LINE roh Oy qy '� (RB -I)l II 1 20.63 Il + ^a ^ 4 ry 2, U p• o o' 4 20.04 .• ^• ^ 21.44 / I 1 ra `�` •v ^. o• o• �. ry ry Gravel ----•F ...- ._�...___.-- .__.._ Co O lJ ry` n xry x� xrl xry „rl x,y „rY „ x x 0.92 xn4l l l N U O„ 'L° 5 EMPLOYE£ PARKING SPACES x 21?31 u" x 21.56 „ 21.hb •5 10X20' STALLS - 1B7 SF. 20.50 -,9.90 y0? I I R x JJ NDCP. N " <„ 21,18 CO(1G rqy Abandoned vault o �� �' drive ` q' �i Ill 1 p o l ) y 0 w�acess covers ^q yry q n 1 h ck SD: , ; <, <. l' r '1 <.. < 21.28 „ ; lZ I x� 20.•13\ xn „a xry ^ y ry n x <., ci.. Y 2;,44 ?• �r '• x ^ ry c, <,.x- � I ry� l --•- Ov' PROPOSL<D EAUGiVEr) y� �y x x x <, <i. <O 10. •ci x-- - 4 t b b ENTRANCE W7H �• �I <. i. <, •. <1 �.. p'' 4 - o < halt- 21. U CCWCR£7E A11NC <' . e ka ti a ?1.UII I " 1 U 20" x�l> I ry ^' l x ,� ANO CURB CAS ry^ filled with debris - - ^h 4r. '°° -<,,, t'I 10 - O 20. ! x 21.05 CO C REQUIRED c� N q ` .• i.' <xN x0,82 drlV ryo'I� 57 rl 20.49 `V AA`h11 U• + I ry °' „rl ^ e ry \ ! y`' < ^2 ^O' n' n' �' 31 SF \ I N CONC.IYNEEL PROPOSED ) ry0o (rip.) ), x 21.4" OVER £XI5T. CRAVE7. v; , 21,56 � '� - -1152 �^ iD 1 i ry0 one STOP r)R CONCRETEPAVINO 'x -- x ^� - ^ 469 SF „�' r,� 1!+^ ^ ` Grave/ -- n^ n ^� o y A$ NTWE�SARY OAS 8 r' 21.5 1 j y 0 110 ACCORA(00A7£ PAVING ! Y. / O 20.1 o h� ^� by '9 4j i"' y (7Yf 0 ALL L0CAT10NS) O II G y rV x`1 �^' 4k �' < If rlVe !l „ry° ry °� IyN 15'S£)BACKUN£ ( �k ^. h� , ^kF, -ry•.• xn'v x , xr<,' n L 259 SF ^V '�, , ry'`�.R' • I ,a f fuel station mt/E tioLEO SURFACES ti" �,l hedge I ( 1+ I CNOICOp30 Q 1 l AREA TABULATION SUMMARY. n`'rY�I I I grate MOk ^�> ^qro 0 y^ 5'CONC. `1 °�' 21.72 4 s N�/rGt4 n I I 21.05 Z It no' ry I 4 n ry ry ^• ^ SIDEWALK ;'' N PARXuNG �A Q ` Ja`lry0' a. I E.YISr'DUILDINC I `- y°� b° ��' Q! -`1 .� r! O 21.83 1 (5ysh STAL`�, 1.,'1 U' I 20.71 20.29{/ r 20.f i 1 ry `• 4 t i 1 h p• x 1.18 ri ._._ q�j +U•• (717 REMAIN) ty n'�• ry COI1C ^� ,1 x�i , J� O ry 'L' 8' My 'y �' '1 ry 2 o I � 1 f717SF 1 c ry' n - o ry x n n 1 -_ \I ° i i11�0 NET PROPOSED CONCRETE PAVING = ( +) 1,916 S.F. O' dirt ry �o U o° ry'`' Gravel x ��� � t� - � ( .._�_„_.. -. _ I _ _•_. - drive xn° l) I I h� a n 1 0 �, MATCH £Xrsr. ;` , sidewc Ik ^�` z .09 -=-s -= - 1 ( ry'`• r O^ _V ( N ` ^• c £XISr BUILDING GRAD£ FoR ADA , kq PROPOSED ryy' _ •.'12.80 V�ZE� Q n O ry (TO BE RENOVA7£o) ALT SAB/UlY 2t. L M" ! I- - _ - % -s} `o - _ I EXIST. ASPHALT PAVING /GRAVEL _ , _ ,.( -)_ - 6,448 S.F. I I U t. 14AY7SF. y ® � ryy �a0� �?05 • h ; ASPHALTPANNC, (1 `(222189 ro xyq Oj { . o� nyo� _ X10 ()C ARROW !� ( I� ush~ 13 w ryq� qto zo,t� �rl ® TO 8E REMOVED - a w 25, 45 _ q y ^ q n : 21.80 l ° �� 1 NET. DECREASE IN O a 1 n^ rye? nrylyN n ^. „ry`' rya „`L`' l`y „'D�' nti' 22.36 21.6 x 2t. $, x 2.79 ^� �.�IN 20.�') `1° _ I na^ 4,532' S:F. ,1• ` " �� - x xn 9ry 2-!hi 3 on 7ii.�. 21.55 �` I �+Ip20" i - �l' +n ^• IMPERVIOUS AREAS - cone 1 1, II ' ^�I 1 concrete hedge ^ CONNECT 4' DUCTILE IRON PIPE ` ` 3 11.*.1 x 21'4 / N n^ 1 ^y y 1 q1 Slab O`1 ^a0 y^ by /N8UILDING;W06i7RER /SER x ?.2.4`4 asphalt ` \ II ( x a h.^ ^, y ^y y° ^`' ryn, ry nnnn /s LocArEn dri' e . l 1 '� R h rl n "y ry <y ^) SITE 115141 lY O �� 0 � I(`-• I tY�•0 y I 16 F__ ry ry ry ^' <yV r�' rye' ry' rya x 21.8% ^ _ il" rV r4 x x x x x x x Sy O y \ ?.1.86 I I 21.07 20.64 4j^) ro2, a �1.' / " STOP O O• I x '21.47 I l l v J n^ nn, n nn \ 21.72 - fmo ,y • -� fl Nryo' <y � I I t - ry• � � � D (n 1 ^ 9.��ry c{0ncre e \ _ /''� CONNECT 4' DUCTILE IRON P /Pc�y x 2xf 2,01 y �x 21 61 ( Sr�� �y COt� ti4� NOTE. THIS DRAWING TO BE USED C ticrt t 70 DOtiWJSTR£AM SID£ OF . 2 ,gg 21.92 - 21,91 x 2 ,15 \' ;n' ^• t, 0 BUTTERFLY VALVE OF F1RE X� 21.13 ONLY FOR TABULATIOP! OF AREAS AS �' _•,_ 9� t , t `�� `y q� • SI t) ^y� ^ `5 y SPRINKLER SYSTEM IN BUILOINC � j 1�r ryy xR q xryry xryMy° ry ^y xryry0^) ^q1 WNEZE FRRE RISER /$ LOCA7E0 4" DUCTILE IRON PIPE ~> 24„ / ® ®� \ ( I � I '+� / 20.7$20.73 drf, �� drive \ 5 E1IPLOYEE PARKING -rb . �� O x ^hq x -ry xnn' „� xry`y" BY 66NERAL CON7RAC7VR 1.72 i\ 1 j ��ro / 21, LA- 21.48 INDICATED pp��„ Ido A°ACES < - -- -- n 10 x 2 OG x ?.1.70 - 21.66 --'' 4> \ 6 5 / xry 4� 21.29 INDICATED HEREOI�O N , ^• x `2..Ot ® x27.,05 21.81 -\^ •I ( ?, I n I 10X20' STALLS y ^ 69 2'.23 °. , , l� < O � � EXlSr SiYADE � 4" DOUBLE CHECK VALVE <k � \ 21,44 ^ry r.L l 0 � p r r.)c�y `s,•2B1,•' y CANOPY - 21.80 \ cone - Q' W `v ---- ••Grovel -- ---' BA PREVE'NTER BY GYTY - ry U , / �l{ .• ^ CavaWNEE7. �' � ALL PIPING DOWNSTREAM fRW Crl h Srop (7m,l h^ 1y rdts p n� BACKFLOW DENCE BY 7NE 25' SE78AGC UNE \ $ / xry <':oc� .„ xrY ^' -(L ^• �`� �L S �� ay , �y , GENERAL CaVVZ4CWR _ cone' 21.'38 � xry -n x,y' xnry xry�. y�yy 21.70i = oj,$0a IO z C 777 SF. O ., <, ry •'. 2 PROPOSED GrtTE - dry -7 °- - 2 1 21. - 22172 20 4 20.84 „`l`� I DI ti k ry 41 N 1. G - 2'9..05 x 1.71 - 1 nb l�• (T)9 BY OrWERJ 25' SETBACK UNE PVC Cl/AINL/NK FENCE inlet 3 I XiL 42.OB' r`1< 1Q7B' PROPQSEOB'N/CNBLACK sy7r ws7BlLIrY q`y 93 7RlANCL£ (4% rim 21.30 ^ ry^ I n^l'I n,•'y ^•l iti� ryhole y 2/s SF lrrn eronsvER) throat 20.49 ryn13 1 ll I 219s� - �� °---- �v inv 6" pvc n 18.3$ 1 ^o I O° xn x xry xn n`' x V -ry inv 15" rcp se 18.13 c I l'_ _ - �' x 1pt sla O I �° ' °� 293 SF. 7UP- - ,t1 'o y� O^ 00 q1 , bo st mh/# 1 n n� , .� `y^ Mom ,yh•` 1, a �. n ^, n ^, ^, ^. ^ y rim 21.2£3 nn�o �o r < x 4 inv 12" rcp e 18.05 x -r - m aw as i�� im cis as Rm va sa ryn",� 4 �� � fRRE DEP.A.?W4 ComronoN MAMESE U /r BY n'.•' [�f1ERRL CYJWTRA TA4 x nn aZ n n n 8 / I 11' S t 37 j l i i �I ;349 SF. I I f DD NOT rU 4' DUCRLE IRON P /PE .__ _ _._. (BY CITY) U ENTER Sl (R5 -!J < 6 X6" TEE 5' S/CNAGE SETBACK 6'x4 ' REDUCER LINE �BY LYTY) x 21.71 „ - 21.86 x 21.74 x 2• .01 1 1 ry k IUl ( ry - ` 1.70 - 22.16 21.48 x �=I I I �,�jt 2106 2 0;3 � �w (9'21.76 s --- -_ -- - .r,.. _•r __ - p.nr ..r...w.r.... - 2 <1-a�t' 6`t 21.14 �,• inlet 1l,' 6 son mh /r 6 1'1 3 I ; ^' °� m ' 64 1' v' ``�'9t� ral as ca �a �iJa o► ¢� set uel e:i me i� cap, �` 1 66 x`Y ttSp c -ry' 480.00' PLAT - 21,66 22.05 O OR } pvc ud rim 21.65 rim 21.88 i inv 15 rcp s •9 r SCALE: 1" = 30' GRAPHIC SCALE (IN FEET) tnv rcp s 1 ^. °0 vat WlD scv zo.o t inv 18" rcp e 16.24 I l l n n1 > h ^ (np,, BY 013N ) ,) p�) 25' SETBACK LINE roh Oy qy '� (RB -I)l II 1 20.63 Il + ^a ^ 4 ry 2, U p• o o' 4 20.04 .• ^• ^ 21.44 / I 1 ra `�` •v ^. o• o• �. ry ry Gravel ----•F ...- ._�...___.-- .__.._ Co O lJ ry` n xry x� xrl xry „rl x,y „rY „ x x 0.92 xn4l l l N U O„ 'L° 5 EMPLOYE£ PARKING SPACES x 21?31 u" x 21.56 „ 21.hb •5 10X20' STALLS - 1B7 SF. 20.50 -,9.90 y0? I I R x JJ NDCP. N " <„ 21,18 CO(1G rqy Abandoned vault o �� �' drive ` q' �i Ill 1 p o l ) y 0 w�acess covers ^q yry q n 1 h ck SD: , ; <, <. l' r '1 <.. < 21.28 „ ; lZ I x� 20.•13\ xn „a xry ^ y ry n x <., ci.. Y 2;,44 ?• �r '• x ^ ry c, <,.x- � I ry� l --•- Ov' PROPOSL<D EAUGiVEr) y� �y x x x <, <i. <O 10. •ci x-- - 4 t b b ENTRANCE W7H �• �I <. i. <, •. <1 �.. p'' 4 - o < halt- 21. U CCWCR£7E A11NC <' . e ka ti a ?1.UII I " 1 U 20" x�l> I ry ^' l x ,� ANO CURB CAS ry^ filled with debris - - ^h 4r. '°° -<,,, t'I 10 - O 20. ! x 21.05 CO C REQUIRED c� N q ` .• i.' <xN x0,82 drlV ryo'I� 57 rl 20.49 `V AA`h11 U• + I ry °' „rl ^ e ry \ ! y`' < ^2 ^O' n' n' �' 31 SF \ I N CONC.IYNEEL PROPOSED ) ry0o (rip.) ), x 21.4" OVER £XI5T. CRAVE7. v; , 21,56 � '� - -1152 �^ iD 1 i ry0 one STOP r)R CONCRETEPAVINO 'x -- x ^� - ^ 469 SF „�' r,� 1!+^ ^ ` Grave/ -- n^ n ^� o y A$ NTWE�SARY OAS 8 r' 21.5 1 j y 0 110 ACCORA(00A7£ PAVING ! Y. / O 20.1 o h� ^� by '9 4j i"' y (7Yf 0 ALL L0CAT10NS) O II G y rV x`1 �^' 4k �' < If rlVe !l „ry° ry °� IyN 15'S£)BACKUN£ ( �k ^. h� , ^kF, -ry•.• xn'v x , xr<,' n L 259 SF ^V '�, , ry'`�.R' • I ,a f fuel station mt/E tioLEO SURFACES ti" �,l hedge I ( 1+ I CNOICOp30 Q 1 l AREA TABULATION SUMMARY. n`'rY�I I I grate MOk ^�> ^qro 0 y^ 5'CONC. `1 °�' 21.72 4 s N�/rGt4 n I I 21.05 Z It no' ry I 4 n ry ry ^• ^ SIDEWALK ;'' N PARXuNG �A Q ` Ja`lry0' a. I E.YISr'DUILDINC I `- y°� b° ��' Q! -`1 .� r! O 21.83 1 (5ysh STAL`�, 1.,'1 U' I 20.71 20.29{/ r 20.f i 1 ry `• 4 t i 1 h p• x 1.18 ri ._._ q�j +U•• (717 REMAIN) ty n'�• ry COI1C ^� ,1 x�i , J� O ry 'L' 8' My 'y �' '1 ry 2 o I � 1 f717SF 1 c ry' n - o ry x n n 1 -_ \I ° i i11�0 NET PROPOSED CONCRETE PAVING = ( +) 1,916 S.F. O' dirt ry �o U o° ry'`' Gravel x ��� � t� - � ( .._�_„_.. -. _ I _ _•_. - drive xn° l) I I h� a n 1 0 �, MATCH £Xrsr. ;` , sidewc Ik ^�` z .09 -=-s -= - 1 ( ry'`• r O^ _V ( N ` ^• c £XISr BUILDING GRAD£ FoR ADA , kq PROPOSED ryy' _ •.'12.80 V�ZE� Q n O ry (TO BE RENOVA7£o) ALT SAB/UlY 2t. L M" ! I- - _ - % -s} `o - _ I EXIST. ASPHALT PAVING /GRAVEL _ , _ ,.( -)_ - 6,448 S.F. I I U t. 14AY7SF. y ® � ryy �a0� �?05 • h ; ASPHALTPANNC, (1 `(222189 ro xyq Oj { . o� nyo� _ X10 ()C ARROW !� ( I� ush~ 13 w ryq� qto zo,t� �rl ® TO 8E REMOVED - a w 25, 45 _ q y ^ q n : 21.80 l ° �� 1 NET. DECREASE IN O a 1 n^ rye? nrylyN n ^. „ry`' rya „`L`' l`y „'D�' nti' 22.36 21.6 x 2t. $, x 2.79 ^� �.�IN 20.�') `1° _ I na^ 4,532' S:F. ,1• ` " �� - x xn 9ry 2-!hi 3 on 7ii.�. 21.55 �` I �+Ip20" i - �l' +n ^• IMPERVIOUS AREAS - cone 1 1, II ' ^�I 1 concrete hedge ^ CONNECT 4' DUCTILE IRON PIPE ` ` 3 11.*.1 x 21'4 / N n^ 1 ^y y 1 q1 Slab O`1 ^a0 y^ by /N8UILDING;W06i7RER /SER x ?.2.4`4 asphalt ` \ II ( x a h.^ ^, y ^y y° ^`' ryn, ry nnnn /s LocArEn dri' e . l 1 '� R h rl n "y ry <y ^) SITE 115141 lY O �� 0 � I(`-• I tY�•0 y I 16 F__ ry ry ry ^' <yV r�' rye' ry' rya x 21.8% ^ _ il" rV r4 x x x x x x x Sy O y \ ?.1.86 I I 21.07 20.64 4j^) ro2, a �1.' / " STOP O O• I x '21.47 I l l v J n^ nn, n nn \ 21.72 - fmo ,y • -� fl Nryo' <y � I I t - ry• � � � D (n 1 ^ 9.��ry c{0ncre e \ _ /''� CONNECT 4' DUCTILE IRON P /Pc�y x 2xf 2,01 y �x 21 61 ( Sr�� �y COt� ti4� NOTE. THIS DRAWING TO BE USED C ticrt t 70 DOtiWJSTR£AM SID£ OF . 2 ,gg 21.92 - 21,91 x 2 ,15 \' ;n' ^• t, 0 BUTTERFLY VALVE OF F1RE X� 21.13 ONLY FOR TABULATIOP! OF AREAS AS �' _•,_ 9� t , t `�� `y q� • SI t) ^y� ^ `5 y SPRINKLER SYSTEM IN BUILOINC � j 1�r ryy xR q xryry xryMy° ry ^y xryry0^) ^q1 WNEZE FRRE RISER /$ LOCA7E0 4" DUCTILE IRON PIPE ~> 24„ / ® ®� \ ( I � I '+� / 20.7$20.73 drf, �� drive \ 5 E1IPLOYEE PARKING -rb . �� O x ^hq x -ry xnn' „� xry`y" BY 66NERAL CON7RAC7VR 1.72 i\ 1 j ��ro / 21, LA- 21.48 INDICATED pp��„ Ido A°ACES < - -- -- n 10 x 2 OG x ?.1.70 - 21.66 --'' 4> \ 6 5 / xry 4� 21.29 INDICATED HEREOI�O N , ^• x `2..Ot ® x27.,05 21.81 -\^ •I ( ?, I n I 10X20' STALLS y ^ 69 2'.23 °. , , l� < O � � EXlSr SiYADE � 4" DOUBLE CHECK VALVE <k � \ 21,44 ^ry r.L l 0 � p r r.)c�y `s,•2B1,•' y CANOPY - 21.80 \ cone - Q' W `v ---- ••Grovel -- ---' BA PREVE'NTER BY GYTY - ry U , / �l{ .• ^ CavaWNEE7. �' � ALL PIPING DOWNSTREAM fRW Crl h Srop (7m,l h^ 1y rdts p n� BACKFLOW DENCE BY 7NE 25' SE78AGC UNE \ $ / xry <':oc� .„ xrY ^' -(L ^• �`� �L S �� ay , �y , GENERAL CaVVZ4CWR _ cone' 21.'38 � xry -n x,y' xnry xry�. y�yy 21.70i = oj,$0a IO z C 777 SF. O ., <, ry •'. 2 PROPOSED GrtTE - dry -7 °- - 2 1 21. - 22172 20 4 20.84 „`l`� I DI ti k ry 41 N 1. G - 2'9..05 x 1.71 - 1 nb l�• (T)9 BY OrWERJ 25' SETBACK UNE PVC Cl/AINL/NK FENCE inlet 3 I XiL 42.OB' r`1< 1Q7B' PROPQSEOB'N/CNBLACK sy7r ws7BlLIrY q`y 93 7RlANCL£ (4% rim 21.30 ^ ry^ I n^l'I n,•'y ^•l iti� ryhole y 2/s SF lrrn eronsvER) throat 20.49 ryn13 1 ll I 219s� - �� °---- �v inv 6" pvc n 18.3$ 1 ^o I O° xn x xry xn n`' x V -ry inv 15" rcp se 18.13 c I l'_ _ - �' x 1pt sla O I �° ' °� 293 SF. 7UP- - ,t1 'o y� O^ 00 q1 , bo st mh/# 1 n n� , .� `y^ Mom ,yh•` 1, a �. n ^, n ^, ^, ^. ^ y rim 21.2£3 nn�o �o r < x 4 inv 12" rcp e 18.05 x -r - m aw as i�� im cis as Rm va sa ryn",� 4 �� � fRRE DEP.A.?W4 ComronoN MAMESE U /r BY n'.•' [�f1ERRL CYJWTRA TA4 x nn aZ n n n 8 / I 11' S t 37 j l i i �I ;349 SF. I I f DD NOT rU 4' DUCRLE IRON P /PE .__ _ _._. (BY CITY) U ENTER Sl (R5 -!J < 6 X6" TEE 5' S/CNAGE SETBACK 6'x4 ' REDUCER LINE �BY LYTY) x 21.71 „ - 21.86 x 21.74 x 2• .01 1 1 ry k IUl ( ry - ` 1.70 - 22.16 21.48 x �=I I I �,�jt 2106 2 0;3 � �w (9'21.76 s --- -_ -- - .r,.. _•r __ - p.nr ..r...w.r.... - 2 <1-a�t' 6`t 21.14 �,• inlet 1l,' 6 son mh /r 6 1'1 3 I ; ^' °� m ' 64 1' v' ``�'9t� ral as ca �a �iJa o► ¢� set uel e:i me i� cap, �` 1 66 x`Y ttSp c -ry' 480.00' PLAT - 21,66 22.05 O OR } pvc ud rim 21.65 r inv 15' rcp nw 17,89 21''3 1) i inv 4' vcp rl 16.10 �,, 1 inv 6" vcp s 15.95 inv 15" rcp ne 17.83 v „ inv 18" rcp n 17.62- n i inv 8 vcp e 15.03 Hriv�8" vcp w 14.94 0 8" vcp ai grate# 7 U > 1 grate 21.11 n �? �nI inv 12 rcp e 18.43 1y st mh## 2 rim 21.11 Inv 12" rcp w 18.40 inv 15" rcp n 18.1.5_ RECORD DRAWINGS SURVEYED BY DRAKtJ BY REVIEWED BY o• „ 35 �.M 21.50 1 5, x n Z' _ O,� zn73 t C4 nodified � fP ( 77 � ry' , ^ o - - - Y. - 6 1vc?i A) i�c_ fJ.$93000W.__. _. �__. _ Yz02L_:- .__.�. 15_5.__ 2t�sct __. ° ?.tSr� -._ .wota 1}` -• M: Q t� FL�.' 2� al.s4 ry nom' f - throat 20.81 iD •1:3`3 _ i� .9 21..�. _.. ��f O Y••+----- ----- •-NY-_ _H.._.._..t r, / l a ems' i:o •�s- -~- - 8'"'zi, - z1 �� >.t6o X1:69 21.6.1 21.74 �2i.5s ,•`�! P. inv 6" pvc e 18.45 21.31 / 21.27 T 21.411.48 21.49 21.62 RE)NOVE &REPLACE EROSION COYV7RLIC �+ 18,2% F1RENIDRANT <E 6' TAPPING SLEEVE dr 21 r >yll~ /�Q 21.13 21.10 L }� EXISr-CONCRE7E O y BARRIEI? , ELDRIDGE ST ° y O^ CATEVALVE O VALVE y REMOVE EXIST. <� tUte 1 , in/ 1$" rcp n 17,69 6 q �, ^ „ti GRAM1PANNC ^� 9 # 2 v' inv 15° rep se 17.65 DRIVE �? �6 ^6 (rrP BY ^� _ y r� ryry' (8r arY) ryn• (BY Cdr) ry (r)7? BY CON7RAC70R) ryn' grate 21.12 „ry`' - al.s��z c' ln.•� p ^ 1 °� _ _ _ - r% R - _ _ -ry CDNTRRCrOR)y � �r rV x w _ _ __ _ ------^^vn _" r „ ry�x x inv 12" rcp se 19.02 � �'�i -. -K _ _ � __ + - � , _ 21.65 21.'37 t<k _..o ry � � ' r'_ ..•_•- - ,-•-•• -- ._...._ -_ _._ . =' =� � -._ : �� � •-- � __.. _.; :.� � .- _._ _ ry 12' rep nry• -.:.� \ 21:32 ^ o 0 0 °� 12 rcp o`� M- ^� o` w q �, 0 4 tir ^ `n v n' n no no ry' „ ry^ ry`y n^ o ^>~ �� ryo ^y no �a h _ _ -�� �--� ,, �:= �- � -- -- aspholt O��S ( - ~Y° 5� ___ -- - ;,L- nnryn_ry_n �_..ry ry^ \ _ \ ^ n� - '1 _ -_ 21.77 _ -- 21.s9 4 ° drive Qr]}�,' 1' 0�9„.. ._ - „,_�_._.._. -_ __. `y ,c.� +--• -- _ - ..,., ,.,- ....,...,,,,,,,,,�,., -�._-: 21- $" Vf. L VCP� // 21.36 21.113 -- „ - y� _ .__ ^, Y. - - k «'� -- v x __.•� wv G .UV P S C�.` ✓Jp 21.$6 �` �"2ri %�'f iF' 21.18 - -M`1' ''- O 21.36 �i:`3 21.49 _2.1_„61, -. -,. �?���� ._._. -. 2�.5Z- 1 TEi'4" -' 21:6'5 q� ,•ory - 'L1,GJC�1 O 21.79 modified curb REMOVE dt 22.03 C'1' G'l.Ul 21.97 21.94 \ \„ 21 r}5 �• _ 1» ak h n ^•ti _ "� ° cone x % -2.2.4 „, n r 21.< VC 1 ^• h 1 W 1 rl% - 1 22.22 _ __ �V1Clll< r ^' rl - 21.95 `L n' 1.2.24 REPLACQ2.28 �• 22.35 2 P n ^h ry^ asphalt 't�� goo Sy n�'6 �or1G -- �o x x ^ ^ 9\ ` _�� __ - ry�,� drive ry dirt xn Easnlrc FENCE dirt - 22.12 21.$7 x n 1 ' x t, x ^• -_ TIE^ drive drive xry x ti �y ^' ryn'o M^ ti 0 h > _ _ drive °' /w`` 19.79 qry ry. ry 6 ryry' N rn, hedge 22.19 wrO qq `b.- .walk .- _-. _._.._ ry ti ^ San mh 5 .-' n ^^ yty ry ` `� l ry y S' 21.69 (.1$, - ^ _ - 't _._ _ �,J 7.1.57 rL /# ry• ry n• / `� n 06 On q 15' � 21.8E i 21.55 'Y ry 'L ry• n ryry u0 C / inlet 4 rim 21.07 n n ryn. n,1? // st mh /# 5 rim 214 inv 8" vcp e 16.07 rim 21.26 throat 20,49 inv 8 vcp v/ 16.02 inv 12" rep sw 18.06 21.82 Inv 6" pvc n 18.40 son mh ## 4 ( inv 12" rcp nvi 18.02 inv 15" rcp sw 18.09 rim 21.72 inv 15" rcp nw 17.91 inv 4" pvc c 18.77 inv 12" rcp w 17,91 inv 8" vcp w 17.99 - --- -- grate;# 1 rim 21.53 inv 12" rcp ne 19.00 NO TES., 1. The Horizontal Datum is Florida State Plane Coordinates, N.A.D. 83 -90, Florida West Zone. 2. The Vertical Datum is the new City Benchmark network, N.A. V.D. 9988. 3. The Benchmark G -7 at Palmetto 276 N. Missouri elevation 99.90. PROJECT LANDSCAPE ARCHITECT DATE APPROVED BY SUPERVISING LANDSCAPE ARCHTIECT DATE ADD FIRE LINE MISC. RENSIONS PER CITY REV. N. DRIVEWAY PER CITY REVISION 111,I/I/i'.." . +'��S�A�"�;� CITY OF CLEARWATER, FLORIDA DA 5/1e/07 :`I'% •PARKS &- RECREATION DEPARTMENT DA 4/12/07 DA 3/27/07 = �Lfi�7 � (� Ito, "Take a Break and Recreate" BY DATE INVESTIGATE (D BEFORE YOU EXCAVATE CALL LOCAL PUBLIC UTILITY NOTIFICATION CENTER TOLL FREE 1- 800 -432 -4770 MIN. 48 HOURS BEFORE YOU EXCAVATE It 0 - IGi�1(L REC,'610D 6 2007 I�� ✓,�V•`. 149"' �; J�- �''�e.''°'.�`c""f,'i:l(':439 GOV•E•R:NALE;« '�;,. - . ..RING SERVICES, INC. �' �J EB 0007622 CONSUITiNG- °��,PI:'�`i� , ' o; �'Y.,:.,•�., • ' `.`.'- .rYr�nr �.'; �O O .l; 1 1807 PEP..PEKTRtEIw;D�i `'' ~` PHONE: (813)855 -3510 OLDSMAR,; -F.lrq ID: �* 4 ""''- "`' ' "A`" FAX: (813)855 -1572 .. LEO ,I::' GOVERCV ',.•, Yax, O, k y�f ';' .. " `. DRAWN BY' `' " +=Y' tiesjcN ' ' ' '' CHECKk� >.9Y.:' CONTRACT NO. SCALE -�_�:(%/ 'r� ��° •- .sooK3NR.' 'N. A Jos No. N/A bA D jA J' 1 ` } °�' "" DWG. Ngty1E. SHEET NO. r4 ` N/A 20173 APPROVED FOR CONSTRUCTION SUPERVISING LANDSCAPE- ARCHITECT DATE rim 21.88 i inv 15 rcp s •9 r RECORD DRAWINGS SURVEYED BY DRAKtJ BY REVIEWED BY o• „ 35 �.M 21.50 1 5, x n Z' _ O,� zn73 t C4 nodified � fP ( 77 � ry' , ^ o - - - Y. - 6 1vc?i A) i�c_ fJ.$93000W.__. _. �__. _ Yz02L_:- .__.�. 15_5.__ 2t�sct __. ° ?.tSr� -._ .wota 1}` -• M: Q t� FL�.' 2� al.s4 ry nom' f - throat 20.81 iD •1:3`3 _ i� .9 21..�. _.. ��f O Y••+----- ----- •-NY-_ _H.._.._..t r, / l a ems' i:o •�s- -~- - 8'"'zi, - z1 �� >.t6o X1:69 21.6.1 21.74 �2i.5s ,•`�! P. inv 6" pvc e 18.45 21.31 / 21.27 T 21.411.48 21.49 21.62 RE)NOVE &REPLACE EROSION COYV7RLIC �+ 18,2% F1RENIDRANT <E 6' TAPPING SLEEVE dr 21 r >yll~ /�Q 21.13 21.10 L }� EXISr-CONCRE7E O y BARRIEI? , ELDRIDGE ST ° y O^ CATEVALVE O VALVE y REMOVE EXIST. <� tUte 1 , in/ 1$" rcp n 17,69 6 q �, ^ „ti GRAM1PANNC ^� 9 # 2 v' inv 15° rep se 17.65 DRIVE �? �6 ^6 (rrP BY ^� _ y r� ryry' (8r arY) ryn• (BY Cdr) ry (r)7? BY CON7RAC70R) ryn' grate 21.12 „ry`' - al.s��z c' ln.•� p ^ 1 °� _ _ _ - r% R - _ _ -ry CDNTRRCrOR)y � �r rV x w _ _ __ _ ------^^vn _" r „ ry�x x inv 12" rcp se 19.02 � �'�i -. -K _ _ � __ + - � , _ 21.65 21.'37 t<k _..o ry � � ' r'_ ..•_•- - ,-•-•• -- ._...._ -_ _._ . =' =� � -._ : �� � •-- � __.. _.; :.� � .- _._ _ ry 12' rep nry• -.:.� \ 21:32 ^ o 0 0 °� 12 rcp o`� M- ^� o` w q �, 0 4 tir ^ `n v n' n no no ry' „ ry^ ry`y n^ o ^>~ �� ryo ^y no �a h _ _ -�� �--� ,, �:= �- � -- -- aspholt O��S ( - ~Y° 5� ___ -- - ;,L- nnryn_ry_n �_..ry ry^ \ _ \ ^ n� - '1 _ -_ 21.77 _ -- 21.s9 4 ° drive Qr]}�,' 1' 0�9„.. ._ - „,_�_._.._. -_ __. `y ,c.� +--• -- _ - ..,., ,.,- ....,...,,,,,,,,,�,., -�._-: 21- $" Vf. L VCP� // 21.36 21.113 -- „ - y� _ .__ ^, Y. - - k «'� -- v x __.•� wv G .UV P S C�.` ✓Jp 21.$6 �` �"2ri %�'f iF' 21.18 - -M`1' ''- O 21.36 �i:`3 21.49 _2.1_„61, -. -,. �?���� ._._. -. 2�.5Z- 1 TEi'4" -' 21:6'5 q� ,•ory - 'L1,GJC�1 O 21.79 modified curb REMOVE dt 22.03 C'1' G'l.Ul 21.97 21.94 \ \„ 21 r}5 �• _ 1» ak h n ^•ti _ "� ° cone x % -2.2.4 „, n r 21.< VC 1 ^• h 1 W 1 rl% - 1 22.22 _ __ �V1Clll< r ^' rl - 21.95 `L n' 1.2.24 REPLACQ2.28 �• 22.35 2 P n ^h ry^ asphalt 't�� goo Sy n�'6 �or1G -- �o x x ^ ^ 9\ ` _�� __ - ry�,� drive ry dirt xn Easnlrc FENCE dirt - 22.12 21.$7 x n 1 ' x t, x ^• -_ TIE^ drive drive xry x ti �y ^' ryn'o M^ ti 0 h > _ _ drive °' /w`` 19.79 qry ry. ry 6 ryry' N rn, hedge 22.19 wrO qq `b.- .walk .- _-. _._.._ ry ti ^ San mh 5 .-' n ^^ yty ry ` `� l ry y S' 21.69 (.1$, - ^ _ - 't _._ _ �,J 7.1.57 rL /# ry• ry n• / `� n 06 On q 15' � 21.8E i 21.55 'Y ry 'L ry• n ryry u0 C / inlet 4 rim 21.07 n n ryn. n,1? // st mh /# 5 rim 214 inv 8" vcp e 16.07 rim 21.26 throat 20,49 inv 8 vcp v/ 16.02 inv 12" rep sw 18.06 21.82 Inv 6" pvc n 18.40 son mh ## 4 ( inv 12" rcp nvi 18.02 inv 15" rcp sw 18.09 rim 21.72 inv 15" rcp nw 17.91 inv 4" pvc c 18.77 inv 12" rcp w 17,91 inv 8" vcp w 17.99 - --- -- grate;# 1 rim 21.53 inv 12" rcp ne 19.00 NO TES., 1. The Horizontal Datum is Florida State Plane Coordinates, N.A.D. 83 -90, Florida West Zone. 2. The Vertical Datum is the new City Benchmark network, N.A. V.D. 9988. 3. The Benchmark G -7 at Palmetto 276 N. Missouri elevation 99.90. PROJECT LANDSCAPE ARCHITECT DATE APPROVED BY SUPERVISING LANDSCAPE ARCHTIECT DATE ADD FIRE LINE MISC. RENSIONS PER CITY REV. N. DRIVEWAY PER CITY REVISION 111,I/I/i'.." . +'��S�A�"�;� CITY OF CLEARWATER, FLORIDA DA 5/1e/07 :`I'% •PARKS &- RECREATION DEPARTMENT DA 4/12/07 DA 3/27/07 = �Lfi�7 � (� Ito, "Take a Break and Recreate" BY DATE INVESTIGATE (D BEFORE YOU EXCAVATE CALL LOCAL PUBLIC UTILITY NOTIFICATION CENTER TOLL FREE 1- 800 -432 -4770 MIN. 48 HOURS BEFORE YOU EXCAVATE It 0 - IGi�1(L REC,'610D 6 2007 I�� ✓,�V•`. 149"' �; J�- �''�e.''°'.�`c""f,'i:l(':439 GOV•E•R:NALE;« '�;,. - . ..RING SERVICES, INC. �' �J EB 0007622 CONSUITiNG- °��,PI:'�`i� , ' o; �'Y.,:.,•�., • ' `.`.'- .rYr�nr �.'; �O O .l; 1 1807 PEP..PEKTRtEIw;D�i `'' ~` PHONE: (813)855 -3510 OLDSMAR,; -F.lrq ID: �* 4 ""''- "`' ' "A`" FAX: (813)855 -1572 .. LEO ,I::' GOVERCV ',.•, Yax, O, k y�f ';' .. " `. DRAWN BY' `' " +=Y' tiesjcN ' ' ' '' CHECKk� >.9Y.:' CONTRACT NO. SCALE -�_�:(%/ 'r� ��° •- .sooK3NR.' 'N. A Jos No. N/A bA D jA J' 1 ` } °�' "" DWG. Ngty1E. SHEET NO. r4 ` N/A 20173 APPROVED FOR CONSTRUCTION SUPERVISING LANDSCAPE- ARCHITECT DATE NOTES FOR SILT FENCES 1. Type I(1 Slit Form to be used of rarf locations. Where Wed In dlkhes, M* spacing for Type III' Siit fame shall be M Woord moo W!M Chorf 1. bebW swhere f l slope 1; 1#2 or sleeper ndd /engM /of slope exceeds 2B�et.� Avo�ideuse Where lbe detolned wafer may book into travel Imes or off the right of way. S. Do not oonslnat silt tones aoross poraonent fkwlhg watoroourees. Silt fences ore to be at uplocd ixdl ne raced hebldily bentere used of pommel W" of water. 4. Where used as slope protoolion, Siit Fence is to be amstnufod 04 0% IMHWIWI grade to ovoid channellring nwff along the leglh of floe 14400. 5 Srlt Fence to be paid for under the ocntrcaf unll price for Slokal SIH Fenoo- (1F4 NOTES FOR BALED HAY OR STRAW BARRIERS ). Type Xond Z Barriers should be spaced !n 0000rdawe with Chart I E Nay boles sholl be frenohed 3' to 4' and anchored w11h 2 - P x 2' for 1' d/o. J x 4' wood stakes. Stakes of other ewteriai or shape providing equlmloni strength ray be used if approved by Me Engineer. Stokes other than wood shall be removed upon coVIallan of the project. 3. Rails and posts shall be 2' x 4' wood. Other materials providing oWtvlalent strength may be usad If oppoved by the Engineer. 4. Adjacent boles $MY be butted firmly together. Unovoldablo pops Shot/ 60 pAWad with hay or straw, to prevent sift from possing. S. Where used In wyurroflon with slit fence, hay bales shall be placed on the upstream side of M* fence. 6. Bales to be paid for under the contract unit price for Bated Noy or Stmw, EA. The unit price shatl lnolx/o the oar/ of filter tabula for type X and Xf Barriers. Sod bogs shall be pold for under the unit price for Sondbopping, CY. Rook Goys to be paid for under the oWroat unit priae for Rook Bogs, EA. 6 5 3 k 4 s° y 3 2 / optlonal Post Positions rte. Prinolpla Pont Position Post Opflans# Softwood 21 "Pro'. I fCmt4d 87' Toward Flow) wood 2 7x4', Filter Fabrlo (In Ilw dw7odlf x l 6'Yax Conformm" WIM Stool h33ibs/ft $ea 385 FDOT Sped J Filter Fabric " 1 / I Silt FPow Pest Opffons, Softwood 4' Dla. in r in Softwood 4'x•1" Hd S011 W3513�141061 ELEVATION SECTION TYPE IIT SILT FENCE � 8 a 'u Slit Fence • r Stormwater ` Silt tenor Protection In Dllohes with Intemtttent Flow _ k' 61„1 •1. yvi:t •. � 'u' � Pt �ie Silt fence Amuuhde Me llmlnleis 5o 100 150 200 250 300 350 400 Spooing (In Feet) CHART I - RECOMMENDED SPACING FOR BALED HAY BARRIERS AND TYPE Ill' SILT FENCE 2' min N 7-1/2. NOTES: 1. Concrete to be 3,000 psi. 2. Center line of wheel stop to be placed 30" from edge of pavement. WHEEL STOPS REINFORCED CONCRETE N.T.S. RECORD DRAWINGS SURVEYED BY DRAWN BY REVIEWED BY PROJECT LANDSCAPE ARCHITECT DATE APPROVED BY SUPERVISING LANDSCAPE ARCHTIECT DATE opllowl Past Positions Poultry Yesh f E0 Gar. Mtn.) Prinolpere Part Poslfion ' Or 7ypa A Fence Fabrlo A)'r f Cmted E0' Toward flow 1 ( di Spea)1 & 5e0, 550 kr Ah% a1 / Poultry Yoshor Filter Fabvlo (In Conformoace 'J I TYpo A Fence Fobrlo Witt, Sea � FDOr Speo.) I I Filter Fabrlo I I I I I ( silt Flow ELEVATION SECTION TYPE ,ZI'' SILT FENCE cat Pact Pl000 the and post of one fence behind tat end post of the other ^� fenoe at shown. RNtate both posts oftoost100 degrees in o owwlse direction to create a light 4001W1Mthe fabria War/ot. SILT FENCE APPLICATIONS Drive DNfh plots Into fat ground and fury flop, • PLAN VIEW Propos Inlet Sidewalk n - -- ----- JOINING TWO SILT FENCES • Drotena -+I. Dim« DJdCh Curb & Curb & Gutter Rook Bogs Gunter Rook Bags U. ,PARTIAL INLET COMPLETED INLET DiTCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES TEMPORARY EROSION AND SEDIIViIENT CONTROL N.T.S. 1,x,1 3000 P.S.I. CONC. - 2" CL. 2-- #5 BARS NOTE: PROVIDE CONTRACTION JOINTS (1/8" TO 1/4" WIDE) 0 10' O.C. (MAX.) CONC. FLUSH RIBBON CURS N.T.S. SAW CUT,,,.. /-EXIST. ASPHALT TO BE REMOVED. EXISTING ASPHALT & BASE 6" SEE TYP. SECTION FOR NEW BASE AND ASPHALT 12" NOTE: THIS METHOD OF PAVEMENT JOINT SHALL BE USED FOR ANY APPUC47ION OR CONSTRUCTION WHERE PROPOSED PAVEMENT AND BASE WILL BE .CONNECTED TO EXISTING PAVEMENT AND BASE. iPAVEM"EN'T JOINT DETAIL MISC. RENSIONS PER CITY REVISION N.T.S. 1 1 i Dome Pattern Shall Be in-L/ne With Direction Or Tmve! Edge Of Detectable WaN rr�Fj � �a- bI / o Truncated Dome aY 0.2' S o o cr 1 11teprol Dome 0.02 -0 0 0 0 �- TRUNCATED DOME 0 0 0 0 Ramp And Sidewalk Cur �p�`Qti PLAN VIEW All Sidewalk Curb Ramps Shall Have Detectable Warning Surfaces That Extend The Full Width Of The Ramp And in The Direction Of Travel 24 inches (610 mm) From The Back Of Curb. .pit- 2' Landing CURB RAMP DETECTABLE WARNING '�- -Ramp Width f 3' Min. l 5 \5% P f ryT�'P/�Q -4, 0 I 0 xin� STS /� Back Of Sidewalk •0 For BACK OF SiDEPIALK CURB '} Alignment Vorldlons OR BUFFER TRANSITIONS And For RAMP AND.SIDEWALK CURB OPTIONS See Sheet4. 4'Mfn. Omit Joints On 0 Oti Curb Roays 3' Min. aI \ \ , f�2 1 'E 121 Alta. Full �t h ` - 2'Min. Full "� 0 1:!2 Turnout Or Holght Curb r 4) Height Curb `? Max, ° Ut/1Uy Strip Side Street When Crosswalk Markings Are '- T Reatulred, Ramp Runs Must Fall --- a Within Crosswalk Limits And Parallel With The Projeoted a LINEAR SIDEWALK RAMPS Crosswalk Alignment Note# � orlontde the return. mq I C7 Crosswalk widths mxt conflguratlon vory) must conform to lmdex No. 17344 and 4946. TYPICAL PLACEMENT OF PUBLIC SIDEWALK CURB RAMPS AT CURBED RETURNS STOP PUBLIC SID8WALK CURS RAMPS N.T.S. 1 RI l W/R ..._:.y ".STrOP ° Ik"'N ••DETAIL N.T.S. THICK FIBROUS CONC. )00 PSi REINF. w /6x6 A0 WWF NOTE, Spwrngs sbown In this chart are Dosed on Awing the ground line at the upstream barrier at the Same eleval/on as the overflow of the downstream barrier as shown above. Spw11W should be adjusted based on ooWl site performance. 4. • +,••' 12" THICK STABILIZED SUBGRADE (40 PSI - FBV) EB 0007622 BLUE BACKGROUND y a:ti 1807 PEPPERTREEz,bRIV'i•+' "" f M. -.:'- PHONE:' ($13)855 -3510 t -5si .. f (813)855 -1572 .�', LEO L. GOVERNAL 46 .01` i -s" wtDE TRAFFIC BLUE xlx• % /�� %�1` ~ NOTE; PROVIDE EXPANSION 12' JOINTS * 50' MAX SPACING & Consider T@mporory Use Or Sod WHITE BACKGROUND 10' MAX. SPACING STRIPE (TYPICAL) LONGITUDINALLY SHEET NO. HORIZ. N. T. S. BLACK BORDER $255 FINE 30F3 & LETTERS F.S. 318.14 : WHITE BACKGROUND 5o 100 150 200 250 300 350 400 Spooing (In Feet) CHART I - RECOMMENDED SPACING FOR BALED HAY BARRIERS AND TYPE Ill' SILT FENCE 2' min N 7-1/2. NOTES: 1. Concrete to be 3,000 psi. 2. Center line of wheel stop to be placed 30" from edge of pavement. WHEEL STOPS REINFORCED CONCRETE N.T.S. RECORD DRAWINGS SURVEYED BY DRAWN BY REVIEWED BY PROJECT LANDSCAPE ARCHITECT DATE APPROVED BY SUPERVISING LANDSCAPE ARCHTIECT DATE opllowl Past Positions Poultry Yesh f E0 Gar. Mtn.) Prinolpere Part Poslfion ' Or 7ypa A Fence Fabrlo A)'r f Cmted E0' Toward flow 1 ( di Spea)1 & 5e0, 550 kr Ah% a1 / Poultry Yoshor Filter Fabvlo (In Conformoace 'J I TYpo A Fence Fobrlo Witt, Sea � FDOr Speo.) I I Filter Fabrlo I I I I I ( silt Flow ELEVATION SECTION TYPE ,ZI'' SILT FENCE cat Pact Pl000 the and post of one fence behind tat end post of the other ^� fenoe at shown. RNtate both posts oftoost100 degrees in o owwlse direction to create a light 4001W1Mthe fabria War/ot. SILT FENCE APPLICATIONS Drive DNfh plots Into fat ground and fury flop, • PLAN VIEW Propos Inlet Sidewalk n - -- ----- JOINING TWO SILT FENCES • Drotena -+I. Dim« DJdCh Curb & Curb & Gutter Rook Bogs Gunter Rook Bags U. ,PARTIAL INLET COMPLETED INLET DiTCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES TEMPORARY EROSION AND SEDIIViIENT CONTROL N.T.S. 1,x,1 3000 P.S.I. CONC. - 2" CL. 2-- #5 BARS NOTE: PROVIDE CONTRACTION JOINTS (1/8" TO 1/4" WIDE) 0 10' O.C. (MAX.) CONC. FLUSH RIBBON CURS N.T.S. SAW CUT,,,.. /-EXIST. ASPHALT TO BE REMOVED. EXISTING ASPHALT & BASE 6" SEE TYP. SECTION FOR NEW BASE AND ASPHALT 12" NOTE: THIS METHOD OF PAVEMENT JOINT SHALL BE USED FOR ANY APPUC47ION OR CONSTRUCTION WHERE PROPOSED PAVEMENT AND BASE WILL BE .CONNECTED TO EXISTING PAVEMENT AND BASE. iPAVEM"EN'T JOINT DETAIL MISC. RENSIONS PER CITY REVISION N.T.S. 1 1 i Dome Pattern Shall Be in-L/ne With Direction Or Tmve! Edge Of Detectable WaN rr�Fj � �a- bI / o Truncated Dome aY 0.2' S o o cr 1 11teprol Dome 0.02 -0 0 0 0 �- TRUNCATED DOME 0 0 0 0 Ramp And Sidewalk Cur �p�`Qti PLAN VIEW All Sidewalk Curb Ramps Shall Have Detectable Warning Surfaces That Extend The Full Width Of The Ramp And in The Direction Of Travel 24 inches (610 mm) From The Back Of Curb. .pit- 2' Landing CURB RAMP DETECTABLE WARNING '�- -Ramp Width f 3' Min. l 5 \5% P f ryT�'P/�Q -4, 0 I 0 xin� STS /� Back Of Sidewalk •0 For BACK OF SiDEPIALK CURB '} Alignment Vorldlons OR BUFFER TRANSITIONS And For RAMP AND.SIDEWALK CURB OPTIONS See Sheet4. 4'Mfn. Omit Joints On 0 Oti Curb Roays 3' Min. aI \ \ , f�2 1 'E 121 Alta. Full �t h ` - 2'Min. Full "� 0 1:!2 Turnout Or Holght Curb r 4) Height Curb `? Max, ° Ut/1Uy Strip Side Street When Crosswalk Markings Are '- T Reatulred, Ramp Runs Must Fall --- a Within Crosswalk Limits And Parallel With The Projeoted a LINEAR SIDEWALK RAMPS Crosswalk Alignment Note# � orlontde the return. mq I C7 Crosswalk widths mxt conflguratlon vory) must conform to lmdex No. 17344 and 4946. TYPICAL PLACEMENT OF PUBLIC SIDEWALK CURB RAMPS AT CURBED RETURNS STOP PUBLIC SID8WALK CURS RAMPS N.T.S. 1 RI l W/R ..._:.y ".STrOP ° Ik"'N ••DETAIL N.T.S. THICK FIBROUS CONC. )00 PSi REINF. w /6x6 A0 WWF EXTEND SUBGRADE 12" BEYOND EDGE OF PAVEMENT ALONG ALL AREAS OF NO CURB TYPICAL PAVEMENT SECTION - N.T.S. eal is 'lei Cono. Pavt. J"Exp. Joint And Preformed Joint Filler Notet For use adjacent to concrete or flexible pavement, concrete shown. Expanslon Joint, preformed Joint filler and joint seal are required between eurts and concrete pavement only. CONCRETE UPRIGHT CUBS PER FOOT STD. INDEX No. 300 N.T.S. INVESTIGATE CITY OF CL ARWA ER FLORIDA BEFORE YOU EXCAVATE ,�i�, ,+ ;•� CALL LOCAL PUBLIC 1. Q. PARKS: & -RECREATION DEP ARTMENT UTILITY NOTIFICATION CENTER TOLL DA 4/12/07 rER 11T, "Take a Break and Recreate" 1 -800 4324770 ��ili�,tf�l� MIN. 48 EXCAVATE BEFORE BY DATE YOU EXCAVATE 2" (TYPICr R5 / WR /W DO NOT ENTER SIGN PER FDOT STD. INDEX No. 600 N.T.S. HANDICAPPED SIGNS LOCATE IN ACCORDANCE 1NTH FLORIDA ACCESSIBILITY CODE LATEST LATEST EDITION &LATEST FDOT REQUIREMENTS. GENERAL NOTES 1. Pubilo sidewalk curb romps shall be cons)rtpfad in the pubYo right of way at locations Mot will provide continuous unowa&od pedestrian circulation paths to pedestrian areas. elements and foullitles to the public right of way and to accessible pedestrian routes an adjacent silos. Curbed facilities with sidewalks and those without sidewalks are to have curb rarArxc cnnstnptod at all street Intersections and at turnouts that have curbed returns. Portial curb returns shall extend to the Ilmn proscribed by Index No. 515 to aaoommodale curb f0W. Ramps constructed at locations without sidewalks shall have a Aulding conslnxctsd at the top of each romp. Z The location and orlentatlon of curb romps shall be as shown In the plans. J. Curb ramp running slopes at unrestrained sites shall not be steeper than i # 12 and cross slope shall be 0.02 or flatter. TronsiHlon slopes shall not be sleeper than I r 12. When anerlog existing pedestrian facilities where existing site development precludes the ocoommodallon of a raV slope of l r 12, a running slope between I r lE and I 110 is permitted for a rise of 6' maximum and o running slope of between Isla and 1, 6 Is permitted for o rise of 34 maximum. Where oompllonoe with the requirements for cross slope =not be fully met, the minlowm feasible Crass slope shall be provided. Romp running slop* Is not required lo exceed Win fength, except at sites where the plans specify o greater length. 4. if a curb romp Is located where pedestrians must walk across the ramp, then the walk shall have tronsnion slopes to the romp) M* maximum slope of the transitions shall be l 112. Ram{as with curb returns nary be usod at locations where other improvements provide guldrrae not rewired at curbiromps for pedestrian �fiQewo /kr Improvements for guldarae are 5. Curb ramp doteafoble warning surfaces shall extend the full width of the ramp and in the direction of travel 24' from the bark of curd. Detectable warning surfaces shall be constructed by texturing a fruncaled dome pattern In conformance with U.S. Department of Justloe A.D.A. Standards For Accessible Design, A.D.A. Accessibility Guidelines, Section 4.29.2. (detail shown above left). Transition slopes ore not to have detooftle warnings. t 6. Unless otherwlse called out In the plms, the ramp delectable warning Surface, shall be colored In accordance with Section 351 of the Standard Specifications. 7. Where a curb romp Is constructed within existing curb, curb and gutter and/or sidewalk. M9 exls=p curb or curb and gutter shall be removed to the nearest joint beyond the curb fronsntons or to the extent that no remaining section of curb or curb end gutter Is I#= than V long. The existing sidewalk shall be removed to the nearest joint beyond the transition slope or walk around or to the extent ►Got no remalning Section of sidewalk Is loss Than 5' long. 8. Aipha- uwmerlo Identifications are for reference (plans, permits, eat. ). 9. Public sidewalk curb ramps are to be paid for as follows) Ramps, reconstructed sidewalks, walk around stdewa /ks, sidewalk landings and sidewalk curbs are to be paid for under the contiaot unit price for Sidewalk Concrete, (_N Thick), SY. Curb transitions and rownstnWed curbs are to be paid for under the contract unit price for the parent curb, i.e., Curb Cora., (Type _), tF or Curb and Goner Como., (Type _.,1, LF. When a saparato pay Item for the removal end disposal of extsttng curb, curb and gutter, and /or sidewalk is not provided In the plans. the cost of removal and dlspoml of these features shall be included 1n the contrwt unit price for new curb, curb and "or and /or sidewalk respoofivea. DESIGN NOTES 1. The color requirement in General Note 6 Is to provide a dark -on -fight vlewl contrast between the deteotablo warning surface and the adjacent walking surfwe. Where oVoosnt walking surfaces are colored or are construated with materials other than standard Class X Portkmd Cement Concrete In accordance with Section 522 of the Standard Speolflcol/ons, the plans must provide for detectable waming surfwe colors or materials that provide the necessary contrast, either dark-on -light or light -on -cork, .� 1' = o.n,_� WHITE BORDER 4. • +,••' 12" THICK STABILIZED SUBGRADE (40 PSI - FBV) EB 0007622 BLUE BACKGROUND y a:ti 1807 PEPPERTREEz,bRIV'i•+' "" f M. -.:'- PHONE:' ($13)855 -3510 t -5si .. f (813)855 -1572 .�', LEO L. GOVERNAL PARKING BY -s" wtDE TRAFFIC BLUE xlx• % /�� %�1` ~ NOTE; PROVIDE EXPANSION 12' JOINTS * 50' MAX SPACING & PERMIT °i STUCK CONSTRUCTION JOINTS WHITE BACKGROUND 10' MAX. SPACING STRIPE (TYPICAL) LONGITUDINALLY EXTEND SUBGRADE 12" BEYOND EDGE OF PAVEMENT ALONG ALL AREAS OF NO CURB TYPICAL PAVEMENT SECTION - N.T.S. eal is 'lei Cono. Pavt. J"Exp. Joint And Preformed Joint Filler Notet For use adjacent to concrete or flexible pavement, concrete shown. Expanslon Joint, preformed Joint filler and joint seal are required between eurts and concrete pavement only. CONCRETE UPRIGHT CUBS PER FOOT STD. INDEX No. 300 N.T.S. INVESTIGATE CITY OF CL ARWA ER FLORIDA BEFORE YOU EXCAVATE ,�i�, ,+ ;•� CALL LOCAL PUBLIC 1. Q. PARKS: & -RECREATION DEP ARTMENT UTILITY NOTIFICATION CENTER TOLL DA 4/12/07 rER 11T, "Take a Break and Recreate" 1 -800 4324770 ��ili�,tf�l� MIN. 48 EXCAVATE BEFORE BY DATE YOU EXCAVATE 2" (TYPICr R5 / WR /W DO NOT ENTER SIGN PER FDOT STD. INDEX No. 600 N.T.S. HANDICAPPED SIGNS LOCATE IN ACCORDANCE 1NTH FLORIDA ACCESSIBILITY CODE LATEST LATEST EDITION &LATEST FDOT REQUIREMENTS. GENERAL NOTES 1. Pubilo sidewalk curb romps shall be cons)rtpfad in the pubYo right of way at locations Mot will provide continuous unowa&od pedestrian circulation paths to pedestrian areas. elements and foullitles to the public right of way and to accessible pedestrian routes an adjacent silos. Curbed facilities with sidewalks and those without sidewalks are to have curb rarArxc cnnstnptod at all street Intersections and at turnouts that have curbed returns. Portial curb returns shall extend to the Ilmn proscribed by Index No. 515 to aaoommodale curb f0W. Ramps constructed at locations without sidewalks shall have a Aulding conslnxctsd at the top of each romp. Z The location and orlentatlon of curb romps shall be as shown In the plans. J. Curb ramp running slopes at unrestrained sites shall not be steeper than i # 12 and cross slope shall be 0.02 or flatter. TronsiHlon slopes shall not be sleeper than I r 12. When anerlog existing pedestrian facilities where existing site development precludes the ocoommodallon of a raV slope of l r 12, a running slope between I r lE and I 110 is permitted for a rise of 6' maximum and o running slope of between Isla and 1, 6 Is permitted for o rise of 34 maximum. Where oompllonoe with the requirements for cross slope =not be fully met, the minlowm feasible Crass slope shall be provided. Romp running slop* Is not required lo exceed Win fength, except at sites where the plans specify o greater length. 4. if a curb romp Is located where pedestrians must walk across the ramp, then the walk shall have tronsnion slopes to the romp) M* maximum slope of the transitions shall be l 112. Ram{as with curb returns nary be usod at locations where other improvements provide guldrrae not rewired at curbiromps for pedestrian �fiQewo /kr Improvements for guldarae are 5. Curb ramp doteafoble warning surfaces shall extend the full width of the ramp and in the direction of travel 24' from the bark of curd. Detectable warning surfaces shall be constructed by texturing a fruncaled dome pattern In conformance with U.S. Department of Justloe A.D.A. Standards For Accessible Design, A.D.A. Accessibility Guidelines, Section 4.29.2. (detail shown above left). Transition slopes ore not to have detooftle warnings. t 6. Unless otherwlse called out In the plms, the ramp delectable warning Surface, shall be colored In accordance with Section 351 of the Standard Specifications. 7. Where a curb romp Is constructed within existing curb, curb and gutter and/or sidewalk. M9 exls=p curb or curb and gutter shall be removed to the nearest joint beyond the curb fronsntons or to the extent that no remaining section of curb or curb end gutter Is I#= than V long. The existing sidewalk shall be removed to the nearest joint beyond the transition slope or walk around or to the extent ►Got no remalning Section of sidewalk Is loss Than 5' long. 8. Aipha- uwmerlo Identifications are for reference (plans, permits, eat. ). 9. Public sidewalk curb ramps are to be paid for as follows) Ramps, reconstructed sidewalks, walk around stdewa /ks, sidewalk landings and sidewalk curbs are to be paid for under the contiaot unit price for Sidewalk Concrete, (_N Thick), SY. Curb transitions and rownstnWed curbs are to be paid for under the contract unit price for the parent curb, i.e., Curb Cora., (Type _), tF or Curb and Goner Como., (Type _.,1, LF. When a saparato pay Item for the removal end disposal of extsttng curb, curb and gutter, and /or sidewalk is not provided In the plans. the cost of removal and dlspoml of these features shall be included 1n the contrwt unit price for new curb, curb and "or and /or sidewalk respoofivea. DESIGN NOTES 1. The color requirement in General Note 6 Is to provide a dark -on -fight vlewl contrast between the deteotablo warning surface and the adjacent walking surfwe. Where oVoosnt walking surfaces are colored or are construated with materials other than standard Class X Portkmd Cement Concrete In accordance with Section 522 of the Standard Speolflcol/ons, the plans must provide for detectable waming surfwe colors or materials that provide the necessary contrast, either dark-on -light or light -on -cork, .� 1' = o.n,_� NOTE: All pavement markings to be thermoplastic. HANDICAPPED STALL DETAIL N.T.S. O 1 Ir I 1211 TRAFFIC ARROW N.T.S. NATIONAL GUARD ARM' ti f! � il.: �{ t 7. i �!' F. 1 4: t g( 1:'4,. iy N•N5. PARKS Y. i z' 3'. ti. : {l p .I Fr.S d { i,� +i. SITIE F A r2 (. is 1 is STANDARD PRE - PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM o r- z 2" ,HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE V (1 I �': i le 4: •I I I 8 "X2' -6" CONCRETE MASS. FINISH TOP OF MASS LEVEL WITH A SLIGHT RAISED WASH `I (I :I Is I I~ N APPROXIMATELY 1/2' ABOVE LEVEL OF TURF /SOD. a• I I a• .1' s ' f0 �„ HANDICAPPED SIGN DETAIL N.T.S. Y 61i 1 L JUL 16 2007 eft WHITE BORDER S.°ER•VI E INC. & SYMBOL CONSULT iNC' ;PiAN ''.:.,r,a•,, ^!' EB 0007622 BLUE BACKGROUND y a:ti 1807 PEPPERTREEz,bRIV'i•+' "" f M. -.:'- PHONE:' ($13)855 -3510 t -5si .. f (813)855 -1572 .�', LEO L. GOVERNAL PARKING BY -s" wtDE TRAFFIC BLUE BLACK BORDER DISABLED STRIPE (TYPICAL) & LETTERS PERMIT °i 6" MADE TRAFFIC WHITE WHITE BACKGROUND ONLY STRIPE (TYPICAL) ,DWG >N.'AME" SHEET NO. HORIZ. N. T. S. BLACK BORDER $255 FINE 30F3 & LETTERS F.S. 318.14 : WHITE BACKGROUND _ ALL LETTERS SUPERVISING LANDSCAPE ARCHITECT 1" SERIES "C" NOTE: All pavement markings to be thermoplastic. HANDICAPPED STALL DETAIL N.T.S. O 1 Ir I 1211 TRAFFIC ARROW N.T.S. NATIONAL GUARD ARM' ti f! � il.: �{ t 7. i �!' F. 1 4: t g( 1:'4,. iy N•N5. PARKS Y. i z' 3'. ti. : {l p .I Fr.S d { i,� +i. SITIE F A r2 (. is 1 is STANDARD PRE - PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM o r- z 2" ,HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE V (1 I �': i le 4: •I I I 8 "X2' -6" CONCRETE MASS. FINISH TOP OF MASS LEVEL WITH A SLIGHT RAISED WASH `I (I :I Is I I~ N APPROXIMATELY 1/2' ABOVE LEVEL OF TURF /SOD. a• I I a• .1' s ' f0 �„ HANDICAPPED SIGN DETAIL N.T.S. Y 61i 1 L JUL 16 2007 eft S.°ER•VI E INC. CONSULT iNC' ;PiAN ''.:.,r,a•,, ^!' EB 0007622 : 4 1807 PEPPERTREEz,bRIV'i•+' "" f M. -.:'- PHONE:' ($13)855 -3510 A FLO ID r OLDSM Rr. ii; Ay346•_ ;tit '.�'�•- �S•�a�i��'�i:���' "R�;'` •FAX. - `' y:7r .. ���'�_ 4r.;...; (813)855 -1572 .�', LEO L. GOVERNAL DRAWN BY pESIGt(EdiBY3 �!i fr ZGHECf(EDtBY'• LC CONTRACT N0. SCALE VERT. N/A SURVEYEII:`.;B`f; a?',,,�•.-g;:rpQ ::a �,,,;1'.; f . N l-f 'tJ(S' :.. "•:. :.�.�. °' = %.<<N /A JOB No. N/A DATE DRAWN V' fa ,DWG >N.'AME" SHEET NO. HORIZ. N. T. S. 07/21 /06 '" N /A 30F3 : APPROVED FOR CONSTRUCTION . SUPERVISING LANDSCAPE ARCHITECT DATE '�flllltffll ?1!t','���, 1 N b T 0 i •t 1 °�° ♦ inlet# 12 \ rim 20.34 \ throat 19.50 ° o inv 6" pvc n 16.95 inv 18" rep w 15.18 N 89'50'00 "W 480.00' (PLAT) S 89'28'47 "E 480.23' (F) inlet# 10 rim 20.18 throat 19.38 inv 6" pvc n 16.20 inv 24" rep w 13.98 inv 30" rep ne 13.69 inv 18" rcD sw 13.69 SCALE: 1" = 30' GRAPHIC SCALE (IN FEET) st mh# 9 rim 20.31 inv 30" rep sw 13.47 inv 30" rep se 13.33 20.72 inv 6" pvc n 1303 •� Inv 24 rep a 15.06 / o1� grate# 3 I w I grate# 6 �, °6 �yo"'o 4ryoy1 `` grate 19.85 w ^ ti co I a w Oti ,�� / w "° ` 8' cl fence N 11 I rate 19.95 I ti °' ,w rep e 16 <00 °A ti o. I q, o g o inv 18" rep sw 15.99 ti a ti - - (( ..O <20.93 20.71 inv 4 pvc n 17.14 I > ^° ti `� P `a !' �3 x-.41 walk as hal � 20,84 P " 20.63 < < 2Q.s9 ^ry 2o.ss < zo.so < 20.42 4 ' 020.55 " �.�.__. -. o '� I - -- r woncob,4 P t 12' 15' ti ,> q. y > I 18 rcp se 16 77 ' 'i <'1 titi"` c o'� oa 4' sjd�y4lk _ �`�° "ti j. ` w drive oa w w`� w o °' ryo' `� o o° Q{ $, ct r' ve U U (a 20.48 p q• `one O• G• I rl°' �,°j ._ ,A. ' °.,\ q. `L / h 0 1 W. rl• 0„`ti° C D V" I a>. d G a0 /� 20.13 01 00 Ga ti ,� " �' COr►C �?J - q. �q. $.. h �a ° : ^q �- --, ^ .� L° _. _ _ �1� . - °'r� 'L °' 20.07 19.95 ipI �` ' -- _ - `ti °' `�° `L °' a p _c _ (��., t L G� } ry0• /- - 7 ..- _ _ _ _. _ --a� ��'- -- - - �.`a� �1 •\� `� '20rs re _- `° L-� -L = __ _ _ -/ .r __ - �_ �4_sidewalk �_ -�, .,� _ 1903 19�9s ��-M __ _ _ _ \ o n 0: 0 0 • `20"08- t -- _ __� --� _ -- 7- 3 .;- _", 04 R ._. _ 1 ` +; .ryG' 2Q .. rcW .. _ .. I -6: - .. _ _ .. _ ^ ^ -- _ _ 2 . G 9.64 19.59 fU 9.3 19.87 9 '� . ; �_ _ _._ _ _ _ . _ ._. _ 20.08 �� q.t • - - .OQ ..= ..__.... 0,.: -- .. __.,y.:. _.. _ -.._ ._ E 1 CU 1 �.g0 T9.93 1�.5�, © .°'. 19.4 9< 7953 �� - -1�- _41 - _----- .-- _ -_ - - -- ��`' �Q v9p _ `t°._____ _ _ --i _ -- -.-_ _.r__...- ..... -_..- 2 r - 1Q= x _ - .. : „__ _..- .. -�..� .:_ =..- ..- -:. � s.s2 S .. , _ _ t 1 curb 19 80 se _ _ ___ - -:: _ 58 9 .. - -_ - _ son mh# 1 1g���. o �ti��� zo.3i _ �s� __ _ __ _ _ __ _ __ ._� __ ._ _ 10 vcL ___ _ -_ ___ __ ?d _ �_ "_ 920 "rcw -° L 25 6 • � , 19.95 , rcw ^ • - O -C `•. .1 O ti +. `P 20.36 20.36 20.22 " 20.28 _ 0.2 T - ._ ' r_ ' 0 rim 20.46 /30"� ha a ° �qa 0 ��h a'0ro 20.31 20.2G u 20.23 q 20.20 "< h 2 < 1 0.15 20.1 20.tA 11' ? w P SEMINOL 2 . 1 , inv 10 vcp a 14.46 ^ 9.46 0. inv 8" vcp n 14.46 a _ ^o h ... - _ �._ - _ -_ - -- ^ NOV o _ ^° h� e A I < 0 0 W SS" t _ -- = - • ry° ^ �t rpe 1 CU ^°'0' ^, O o� q'.O o,�OOQ inv 0" vc w 14.5 1° o o ti `, - 9 .as" T 6�_ w�2o.� _ �.� : �._..�: • . . _. - ...._ -- ___, _ ._ _--- _ _ � � __ - ._ .�. 1.ry �. _ 2001 _ w = t�.t7 , ,°ow� °e CO c dr ve �5' W. o I °ry ti °' 0ry. `i° L °'_ ti °n�' 20.44 ?0.52. ?p a -- 5 Gtwal -w� .- q �[a6 .._ _ _.. ._ . , . _ ._ _ �. = 20.34 .~_ �. =. _ . - .. _ �jY < 20.71 - 6:, W - U ^ ^0 "t ^,� _ 1. is - 9.88 _ - 9.97 w 3 o w , _ - r _5_ O.a3 20.47 r 41 ,� _ 5' walk ti�y� o_'` ' _ � _ ° 1 "C!", : "_ diet 7 0^ 1 O6 y0 I a 20.67 w`O ">`O �yry q!o �R. - 0 ah y" 0, p18.0 20.2 ° Ip18.8 ~ �.`!_ . - _ _. _ 0.14 19 9 _ Olk` # �q. o`' w1 II G -ti _ " �• a a test 3" win ti tL 1 6 cl fence h t /" "C. _2 -:�` <,�/' -- rim 19.94 o• no q. ti yq. I- `- �e - -- <- �y�.__. ._. ti-� ,yo_ ._. ,y� 0 2" y ° �y ^� °�• G^� inlet# 11 \ - �f' ,Q' -I 0.2 hole 20.71 "tc"'o '.' -� „-� �---;r ^c-- - --- ti»-a.- - .,..yo' _ 1 !�" inv 6" ovc :s 17.29 . o ^l 1 20.6 grate# 4 hole ti rim 20.24 9Tzo.z I 1 P \ rate 19.64 20 6 21. 2 zoos `o� y � inv 18" rep s 15.83 one ( �I I "o \ �� Inv 6" ud s 16.45 1° ww o1 1 ^o inv 18'19.40 I 1 19.1 a\ �' 3 0`11 inv 18" rc n 15.67 grate# 5 �� ryq. w �o• ryo, Gw olti ^o. opo ha yn. hw � inv 18 rc ne 13.82 �1a p1��21.9z ( I q . 4•. \ , inv 18 rep ne 16 18 < <n <� tot =o son mh# 2 -ry° �ti °' ry °' 0 21.94 'n � mh# 3 grate 19.76 I w I = = 20.78 21.17 c inv 18" rep w 16.18 rim 20,23 ! 0 " 21.42 < .89 O -20 inv 18" rep nw 16.33 r - �'i�o � test hole <,.. o`•° I �) -zo.st I ( `�1 ®zo.st rim 20.12 1 ti° 1 \ hole inv 4" vcp n 16.94 .2141 48 I� ti i1i ° �' I TI inv 4" vcp se 16.01 inv 18 rep s 16.27 II ,� 1 T 1 I 1' 1 I < 20,75 inv 4 vcp nw 15.86 inv 18 rep a 16.24 I i `�^ \ inv 10 vcp a 15.02 \ I1 �1 20.20 19 s0 2 +� , I � ,y ^`v •L ^o`• ,�\ ti ,� o o � inv 10 vcp w 14.99 \ 20.0 , I I inv 10' vcp w 15.57 23.62 a inlet# 8 rim 19.99' throat•19.11 inv 6" pvc n 16.16 inv 18" rep s 15.48 inv 24" rcp a 13.99' 21'14 inv 30" rep nw 13.50 son mh# 6 rim 21.88 inv 4" vcp n 16.10 inv 6" vcp s 15.95 inv 8" vcp a 15.03 inv 8" vcp w 14.94 a. I I 8" vcp `I al >I I i J V- CL v o� M N 4 4 CO 00 N N W W w L0 M 4� 00 d' r•- O 00 V) Z 101 O ^•I b `� ' \ ^' O `1 04� oOw ^ °°' p °' E'er' q4'O goi`P / I I 20.63/ •'�QI I I G ti ( 0 °'I� \ <� `ry `� `ry "0 "T '� <ry • 27.72 •21.30 \ < 21.44 \f 0.04 unknown mh 21.56 = 2,, �� 0.92 rim 21.59 i __�_^ ^0.50 9.90 qu" ( o• ° I ° a ��ry ° �• I1�1 � `�° � ` " I I ( " ^�0 y i ( \ \ 1Ow \ \\ ' t° inv 6 "pvc ° y se 1$.59 '0 aGte' RAVEL a � .�.II / ry ne !, a 2^ w 0 1i3 SQRFACE 4P drive a 1.12 ' o.known mh 2 1.44 iCle�nout ^ a� 1.2 Un 21.53 ( Q Inv 6 pvc nw 18.59 tt- h 1 I 1 21.66 6 asphalt= 21.30 / drive ti ^ ^^ ^"o w `> I ° 0 <� ��=`o L ' (II 1 I I I ` ! L,� w j I i I < .`L 1^A.7' 3 ^I ^�y c� 1 ry `I i( i \ i I (1 �1 I I tiw w a 1 1 � ^ ( - - -� h - � - r �^ • sy R ^' L ^ry �ry � l i I ( _ " w / + 1/.9/ 0 } / 1l 1 I I -Y ° � 21.05 21.60 .05 21.60 o _ _._ r _ conc 0 20.812 2 21.57 20.9 COC U4 -`_ L , . _ ® \ D • I . ,0J 0 21.42 C $ry 21.56 z 1 .5 � rV to 21.5 ° / <�, Z Z ° ° 20.' ri e / 21.87 fuel station .� O O ,�.• <tiw 1, r� grati^ t e �filled ^ �with debris ebris '� 4�f1�I{1t1 � 1 �0t• ' / 0 hedge 00. 0110. ti 4' � �i 21.72 21.05 . O 0N v l I . _1 cg on� i ush 20.71 1f 2 U z 9 O o I U `27.57 20. �.Co building 1' 1 0 8, 8 rr drive o0 building o l sdewao, o 21 83 .09 ^ � � h V � I11I CO ()0 23.45 .4,- :P- 101 � l 0i� 0 °' 10,. F.F. Elev. 22.52 21.80 2. n �� � O W ° 2t. bush C cO11C 21'�A 8 21.79 . 2 n ((I � � "I I '� `^' ^ ry n , a`•� � ow •^ ^1 � 0 ^w• ' I I � �., � l ,i� ' ' ti I � ,� o `� 0 � � 3' ,.�r� 20. concrete rete 175 21.83 1 slob hedge 9 - ry II~ .,•' �� I I `6> n 21. a II d1 asphalt , � II i I �n" nf� 6' j ,1 �o' �a o° �,a ,1 iG _ _ _ tin A I drive \ y) I Ili Qw II I -i iI II { �... °on ry 1 1 I `� "` < �ti° ' I \ 21 ' i� I o��11 I lz. `� i I I i '`� ti' < 21.87 -a- COnCrete I 1 i I i tib a I �I. \ 21.72 ` 21.as I 21.07�I 20.64 h�'I� 64 1 �I I (, ( slab I !concrete I l <�� �ry _ .. _ _ _ _ _ _ ._ _ .i \ \ 21.90 n _ boo' • 21.47 titi 21.78 / U i ` I'`'� ti I_j wa slab c>o ww w 0 _ 27.99 21.92 21.97 5 22.07 2. 15 X1.61 ^ I (I`�^ .� � `�'' l �` I ^� �� ° �y GRAVEL 611 uSY1 n \ •21.73 ( I ^II Ico I I I n• ^• a° ^o w �6' 24 \ \ I 1 20" I 1 -�e 7.3 I dri� (a'spholt ,A- U RFACt 1 ti• o I c5 20.784 drive 1 I ai � \1.72 \ 1I I 9; / 1 1 ,,.,� 0o I I -21.70 < 22.Ot 21.81 < \ r+ 1.71 ' I / , ww I✓ 21.29 n�. YYY y ,t,•w �1 zt.ss _-� 2z.os \ 21.s 2i. 5 tiff i 21.aa Il'� i Q Cs ^ Ih O �a w 't.a� �L_, 23 �o��d�( (W� `0 0° `II �1 �' 21.80\ = t`conc�,r <, 1 •^ 111 / / "rye; conc (21.38 r� inlet# 3 I 1 II { a test -13h I 1 t`' `� ,tip' 21.70 ,tlsiAe I 111 I d " 27,71 < 22.12 20.84 , 1 a� rim 21.30 1 a`,°�^� ^o° hole 1west l ' I- _ _ _ _ �1 ryy, ^w�• < 21.86 • z2.os 21.80 (L i" 420.9 tl throat 20.49 i In�1 I�ti r ._ _ _ _ �� hole tw o I I 1 I 21.55 �Izt�17 0 I I f j `al Inv 6" pvc n 18.38 i >'I 1 ,w 1° wo hti o° a`r Concrete w q P II I ,o building I o° i' ry' ^. ti 1 0 inv 15" rep se 18.13 conc] I ry1 - + l• I ( < �. ti <`f , o slab I v 11 111 I st mh 1 ry ^ ?a slabi_i I Ii �o ryoy I _ ow --�� 6( 11� 1^ �1 O tw o,1 X01 ��,L� fir/ I < 21.71 - _ + 21.86 t 7a .� I GO" (I I 1 I iI I I ( # 1� ` �v ^ 21.70 22.01 I 1 4 rim 21.28 w I , �a /1 °5 x L ,ry ^,, b� 1<� �1 'ryto0 ^ �1 .0 , l 1 y t^ �'' °ry w w ° 6L ,`L' y < 22.1611 T of I ^ .• ^ R' < ^. • 21.5 ry �•.• �•.. .y ^• ;t ^• �.• ti 1 1 ,L�•' ° 6° . 21.48 I < s I I Inv 12" rep a 18.05 ti tij ° ^ `� `1 ti' �' ti �. ti '� titi' 6 cl fence \ i I a �t.a1 %1.06 11+ I Ut21.76 inv 15" rc s 17.93 I 0,� ° ,.6a .. �2t.73 o^ w1 �^ ^ 6wcZ2, w -- <--- fir-- -- - _. �t s9 _ _. I i q 11� p o s_ o. ^ 1 <21.6s 2.oa `�� 21.14 I I I inlet 6 Inv 15" rep nw 17.89 oil- 6 wat o - �Q de� ^°may _ _ 21.35 21,38 21.50 <`� �° 2 0 w 4 R• 2t GG �• cam, ��' cD-, , 2 jM- I • 1.58 # ( ?1 �i '�7 -yet _ _ °rt-.2_i -_-ma c _ .2221 r.y_.- . -. ?1.5s,__, �t,ss_. �.^ w 2 s 6" watzl tt__ _ n 20.23 �� 7a _modified curb 27.7 °y wtjl 11 `1f/ 16 _pvc ud rim 21.65 inv 15" rep ne 17.83 1 t� R; w� t.o�^ _ _ _ _ _ _ _ _ ._. _ - - zl.tra - -- - zl.vr ° -- -'�2r 12= -- - z - _ _ _ _ -- _ _ .. - -214- �L. _ �,..�o_ ?�_.zi �a � z:i _ ._ t 7 _ _ _ _ _ _ _, _ throat 20.81 �h 21.27 21,41 21.aS -"?I•� 21.G_ 1,s0 - 21.G9 27,64 21.74- 1.56 �� o' w inv 6" pvc a 18.45 P /• 'N� r Y O• r ^ t J,• inv 18" rc n 7. n0.`°,c, � iI` �� `� 21.10 -' 18 27 �,< ��� I• „ /�Q aw a G ^� •, _ ti ^� ELDRIDG.- --.�16 5��. ��`', X01 �ti y`' ,�w h grate# 2 ho� inv 18 rcp n 17.65 ^s °` ry� �j�(�a'' 21.37 as "� �._ - _ _ A ,� -' --- _ 5_ �__ ti' .ti `� <`� . t� tit �� "�`�' <ti1 grate 21.12 ti' zt.6 c'oy� 1 ^�i' Inv 15" rep se 17.65 360 !,F 8 vcp-- - --- -_ _ - ry ti �4 8'_ _vc _ �y �� °_ _ - ° y °� o� 12 rcp 1 ^or" �� o� = rah ^n, a ._.- --�- -� -- y� r _ ___ __ _ - --t�- _ox - _. ^II. _ w _ - 8 vcp t. "I" % ^• ^� �° ri: �yb -I- � �--- � 12 rep Inv 12 rep se 19.02 �I1�J21-� � 21.65 ti tiro o .-.Zo7 titi °_`ti \ _ti, \_ n� t� 'y�� = as hat grate# 7 ^ ^w ,D _ 21.0 �tT 21.1: 141.1 21.18 2T 1!' -- - ^� 21.36 ?T 3� � T-� � ?1.49 _�7�61 � "�`�� _.. Z5 1' 64 7,�' � - �, _ _ -- ''�'- ­w--- � 21.77 _ _ 21.69 _ 21.62 „ n -• D �dl IV2 21.63 ry a 1 pVC h1 ^h ^• w q .,. q cone , _ .65 0w 0ry� _1.69.01-]' ro 21.7s modified curb 22.03 OLJ �`�2t.97 21.994 '-i"'a 8 -vcp-- v �A�Q 21..38 grate 21.11 a ' ^• � asphalt ct o w 22.22 L - _. _4�wnik_ �\ �1 45 0 inv 12 rep a 18.43 `�^ o°'w °� • drive o ' ��onc - -i I- ---I' �, �. drive -� 21.95 "�:' `� dirfti n�' 22.24 < 22.2$ tiry' 22.35 i21. , p o �i �; a ! �� I ' 1 / 21.87 21.69 "' ^� ^' ^ i < 22.12 \ 1° `� `� t► 19' U y^�° 0 0 6 0,' n`' �''< hedge f 22.19 ` drive _ _ - dirt <21.72\ q try son mh# 5 ti `t `� ti ti , I 6 I o , _' "� / st mh# 2 `� 3 21.69 18" ? o, _ _ _ _ _. _.9_tt+alk _ - - drive i /wa / I h).7y rim 21.07 / - _ 1 ww w� L ._ . ' 1. rim 21.11 inlet# 4 n ti o. �, t 5" 21.81 27.55 rim 21.30 Inv 8 vcp e 16.07 ti •1- `� a o° / inv 12" rep w 18.40 throat 20.49 inv 8" vcp w 16,02 ryry. tip' / st mh# 5 Inv 15 rc rim 21.26 n 18.15 Inv 6" pvc n 18.40 ` 2t.ez Inv 12" rep sw 18,06 inv 15" rcp sw 18.09 > » > rim 21 24 inv 12" rep nw 18.02 S 89 50 00 E 480.00 (PLAT) Inv 15" rep nw 17,91 N 89"30'00"W 480.00' inv 4'j , pvc e 18.77 inv 12" rc w'17 01 (F) inv 8' vcp w 17.99 grate# 1 rim 21.53 inv 12" rep ne 19.00 REVISION NO MS.- 1. The Horizontal Datum is Florida State Plane Coordinates, N.A.D. 83-90, Florida West .done. 2. The Vertical Datum Is the new City Benchmark network, N.A. V.D. 1988. J. The Benchmark G -7 at Palmetto & N. Missouri elevation 19.90. ADDITIONS OR DELETIONS-,TO.�W r; P,I20HIBITEO Pal :NOT:VALID; THIS SURVEY S!� y BY DATE &� QTFIER••THAN THE SIGNING PARTY OR PARTIES IS i,.QF aE' SIGNING.P.ARTY OR PARTIES. J-►E.1?R(GINAL' RAISED •. SEAL. OF, A FLORIDA LICENSED _ ATE SI EO CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT 100 S. Myrtle Ave. Clearwater, Fl 33756 INVESTIGATE BEFORE YOU EXCAVATE CALL LOCAL PUBLIC UTILITY NOTIFICATION CENTER TOLL FREE 1- 800 - 432 -4770 MIN, 98 HOURS BEFORE YOU EXCAVATE 'IN,­1 'A T 10 N A L SPECIAL PURPOSE LOCATION MAP L Not To Scale .y LEGAL DESCRIPTION LOT 1, GREENFIELD SUBDIVISION, AS RECORDED IN PLAT BOOK 31, PAGE 28, OF THE PUBLIC RECORDS OF PINELLAS, COUNTY. SYMBOL LEGEND a found nail & disk 0 found iron rod ct found concrete monument 0 found iron pipe O set iron rod (9 ) storm manhole # wood light pole m electric box,in- ground rcl) wood utility pole guy anchor water valve 0 oak tree unknown tree ® water meter sQ 'sanitary manhole R fire hydrant piam tree €� bush 0 bollard sign 01�. '•found •Plnelf6s••Courity -disk a 1 reclaimed water valve ill GTE pedestal M reclaimed water meter ® gas meter D set nail & disk SURVEYOR'S NOTES ACCURACY: 1. THE ACCURACY STANDARD USED FOR THE HORIZONTAL CONTROL FOR THIS SURVEY, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61017-6 FAC), IS COMMERCIAL /SUBURBAN. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7,500 FEET. 2. METHODS FOR ALL HORIZONTAL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY. DATA SOURCES: 1. THE HORIZONTAL DATUM IS FLORIDA STATE PLANE COORDINATES, N.A.D. 83 -90, FLORIDA WEST ZONE. 2. THE VERTICAL DATUM IS THE NEW CITY BENCHMARK NETWORK, MAV.D. 1988, UTILIZING BENCHMARK G -7 AT PALMETTO AND N. MISSOURI HAVING AN ELEVATION OF 19.90. 3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE. LIMITATIONS: L USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR/CERTIFIED TO, WILL BE THE RE -USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR. 2. 'THERE MAY BE ADDITIONAL EASEMENTS AND /OR RESTRICTIONS AFFECTING THE SUBJECT PROPERTIES THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, 3, THE LOCATIONS OF THE UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON TI•IE MAP OF SURVEY. ONLY THE UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED AND MAPPED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES AND /OR THEIR APPURTENANCES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED, 4. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. c��1 1�Ifi t 5. UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED.I °t#D APPARENT PHYS)<CAL USE: JUL 16 200 SUBJECT PROPERTY18 CURRENTLY IN USE AS WHAREHOUSE STORAGE. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: C111F0i", U,111 3'f1l1 N ER THOMAS L. MAHONY, PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 6289 STATE OF FLORIDA GUARD ARMAORY TOPOGRAPHIC SURVEY )K ti AWN T DESIGNED B CHECKED NECKED Y Q A N • CONTRACT 0. E.A. N/A R.N.M. SURVEYED BY BOOK NO. JOB NO. 'VERT. 1 =3 S.R. 575 2005042 „� ' DATE DRAWN DWG NAME SHEET NO, HORI2. 1 _30 9/2/05 2005042 1 OF 1 APPROVED FOR CONSTRUCTION 1 CITY ENGINEER MICHAEL D. QUILLEN, P.E. 9 33721 DATE