Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
DVA2004-00003
Z ,r rwater v Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION • SUBMIT 12 COPIES OF THE ORIGINAL APPLICATION including folded site plans • SUBMIT APPLICATION FEE $ 500.00 C, I G'1 N A L CASE #: DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: ZONING & LAND USE CLASSIFICATION OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: DEVELOPMENT AGREEMENT APPLICATION (Revised 05/22/02) — PLEASE TYPE OR PRINT— A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Section 4- 202.A) APPLICANT NAME: LaSalle Realty, LLC, a Florida limited liability company MAILINGADDRESS: 25191 U.S. Highway 19 North, Clearwater, FL 33763 PHONE NUMBER: 727-791 -4408 FAX NUMBER: 727- 726 -0861 CELL NUMBER: EMAIL ADDRESS: ' Ira I M PROPERTY OWNER(S): Same as above (Must include ALL owners) OFT 0 8 200 AGENT NAME: E. D. Armstrong III, Johnson, Pope, Bokor, RuppW& \)'urns'; ?LIsPti MAILINGADDRESS: P. 0. Box 1368, Clearwater, FL 33757 -1368 PHONE NUMBER: 727 -461 -1818 FAX NUMBER: 727 - 462 -0365 B. PROPOSED DEVELOPMENT INFORMATION: Located approximately 1,200',east of U.S. 19, bounded on the north STREET ADDRESS: by 3rd Ave.-So: and on the south by 5th. Ave. So. LEGAL DESCRIPTION: See Exhibit "A" attached. 32/28/167,4940/035/0010 PARCEL NUMBER: 32/28/16%14940 %035/0240 32%28/16/14922/036 /0010 PARCEL SIZE: 4,2818 acres m. o . 1 . (acres, square feet) PROPOSED USE AND SIZE: Non — residential offstreet parking (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF ANY RELATED REQUEST(S): Annexation, rezoning to LMDR, land.us.e plan amendmt. to Res. Low, Flex. Dev. App. (approval of a developmentinclude all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES NO X (if yes, attach a copy of the applicable . documents) Page 1 of 5 — Development Agreement Application — City of Clearwater JRIGINAL B.2 DEVELOPMENT AGREEMENTS SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Section 4- 606.13) An application for approval of a development agreement shall be accompanied by the following (use separate sheets or include in a formal report): ❑ STATEMENT OF THE REQUESTED DURATION OF THE DEVELOPMENT AGREEMENT,WHICH SHALL NOT EXCEED TEN YEARS ❑ DESCRIPTION OF ALL EXISTING AND PROPOSED PUBLIC FACILITIES AND SERVICES THAT SERVE OR WILL SERVE THE DEVELOPMENT; ❑ DESCRIPTION OF THE USES DESIRED TO BE PERMITTED ON THE LAND, INCLUDING POPULATION DENSITIES AND BUILDING INTENSITIES AND HEIGHTS; ❑ INDENTIFICATION OF ZONING DISTRICT CHANGES, CODE AMENDMENTS THAT WILL BE REQUIRED IF THE PROPOSED DEVELOPMEIN PROPOSAL WERE TO BE APPROVED; ❑ ZONING AND LAND USE CATEGORIES OF ALL ADJOINING PROPERTIES; ❑ COMPLETE NAMES AND ADDRESSES OF ALL OWNERS OR PROPERTIES ABUTTING OR LYING WITHIN 200 FEET OF THE SUBJECT PROPERTY AS CURRENTLY LISTED IN THE COUNTY RECORDS AS OF ONE WEEK PRIOR TO THE FILING OF AN APPLICATION. C. PROOF OF OWNERSHIP: (Section 4- 202.A) ❑ SUBMIT A COPY OF THE TITLE OR DEED TO THE PROPERTY OR PROVIDE OWNER SIGNATURE ON PAGE OF THIS APPLICATION D. WRITTEN SUBMITTAL REQUIREMENTS: (Section 4- 606.G) `�` ❑ Provide the following contents to the development agreement, as follows: Contents. The approved development agreement shall contain, at a minimum, the following information: iJ ®111��� ��JJ a. A legal description of the land subject to the development agreement DEC 0 �J ® 2004 b. The names of all persons having legal or equitable ownership of the land. c. The duration of the development agreement, which shall not exceed ten years. PLANNING DEPARTIMEP 9T d. The development uses proposed for the land, including population densities, building intensities and building he Ph OF CLEARWATER e. A description of the public facilities and services that will serve the development, including who shall provide such public facilities and services; ti date any new public facilities and services, if needed, will be constructed; who shall bear the expense of construction of any new public facilities al services; and a schedule to assure that the public facilities and services are available concurrent with the impacts of the development. TI development agreement shall provide for a cashier's check, a payment and performance bond or letter of credit in the amount of 115 percent of Ill estimated cost of the public facilities and services, to be deposited with the city to secure construction of any new public facilities and servio required to be constructed by the development agreement. The development agreement shall provide that such construction shall be complete prior to the issuance of any certificate of occupancy. , f. A description of any reservation or dedication of land for public purposes. g. A description of all local development approvals approved or needed to be approved for the development. h. A finding that the development approvals as proposed is consistent with the comprehensive plan and the community development co Additionally, a finding that the requirements for concurrency as set forth in Article 4 Division 10 of these regulations have been satisfied. i. A description of any conditions, terms, restrictions or other requirements determined to be necessary by the city commission for the public hea safety or welfare of the citizens of the City of Clearwater. Such conditions, terms, restrictions or other requirements may be supplemental requirements in existing codes or ordinances of the city. j. A statement indicating that the failure of the development agreement to address a particular permit, condition, term or restriction shall not relit the developer of the necessity of complying with the law governing said permitting requirements, conditions, terms or restrictions. k. The development agreement may provide, in the discretion of the City Commission, that the entire development or any phase thereof commenced or be completed within a specific period of time. The development agreement may provide for liquidated damages, the denial of fut development approvals, the termination of the development agreement, or the withholding of certificates of occupancy for the failure of developer to comply with any such deadline. I. A statement that the burdens of the development agreement shall be binding upon, and the benefits of the development agreement shall inure all successors in interest to the parties to the development agreement. m. All development agreements shall specifically state that subsequently adopted ordinances and codes of the city which are of general application not governing the development of land shall be applicable to the lands subject to the development agreement, and that such modifications specifically anticipated in the development agreement. Page 2 of 5 — Development Agreement Application — City of Clearwater JRIGINAL E. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Section 4- 202.A) ❑ SIGNED AND SEALED SURVEY (including legal description of property) –One original and 12 copies; ❑ COPY OF RECORDED PLAT, as applicable; ❑ PRELIMINARY PLAT, as required; ❑ LOCATION MAP OF THE PROPERTY. ❑ 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.) ❑ GRADING PLAN, as applicable; F. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) ❑ SITE PLAN with the following information (not to exceed 24" x 361: E _ All dimensions; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; DEC 0 8 2004 Index sheet referencing individual sheets included in package; Footprint and size of all buildings and structures; All required setbacks; PLANNING DEPARTMENT All existing and proposed points of access: CITY OF CLEARYtiATER All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street tights -of -way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all refuse collection facilities and all required screening (min. 10'x12' dear space); Location of all landscape material; Location of all onsite and offsite stone -water management facilities; _ Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. ❑ SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: Land area in square feet and acres; — Number of dwelling units proposed; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; _ Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights _ Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. • REDUCED SITE PLAN to scale (8 %: X 11) and color rendering if possible; • FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One -foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. Page 3 of 5 – Development Agreement Application – City of Clearwater ORIGINAL G. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) ❑ LANDSCAPE PLAN: All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Proposed and required parking spaces; Existing trees on -site and immediately adjacent to the site, by species, size and locations, including dripline; Location, size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ❑ REDUCED LANDSCAPE PLAN to scale (8' /z X 11) (color rendering if possible); j' �® %% IIC- ❑ IRRIGATION PLAN (required for level two and three approval); Ili, 'A17�+ ❑ COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. DCC 0 8 2004 H. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.2g3,)�zV OF C(EAR1�AT R Required in the event the application includes a development where design standards are in issue (e.g. I &U S and Downtown bistncts) or as part of a Comprehensive Infill Redevelopment Project or a Residential Infill Project. ❑ BUILDING ELEVATION DRAWINGS – all sides of all buildings including height dimensions, colors and materials; ❑ REDUCED BUILDING ELEVATIONS – four sides of building with colors and materials to scale (8 %X 11) (black and white and color rendering, if possible) as required. I. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8' /I X 11) (color), if submitting Comprehensive Sign Program application. J. TRAFFIC IMPACT STUDY' (Section 4- 801.C) ❑ Include as required if proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. K. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Signature of property owner or representative E. D, Armstrong II.I STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this P-71A—day of A.D. 20 to me and /or by E. D. gArmstrong III , who is personally known ham protfucq� _ ider ptatioh-- — f, rypu c, corn Sion expires: Jayne E. Sears My COMMISSION # DD041066 EXPIRES September 2, 2005 Page 4 of 5 – Development Agreement Application – City of Clearwater AIGINAL AFFIDAVIT TO AUTHORIZE AGENT: property owners on deed — please PRINT full names) 1. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): See Exhibit "A" attached. Parcel Nos. 32/28/16/14940/035 /0010, 32/28/16/14940/035 /0240 and 32/28/16/14922/036 /0010. 2. That this property constitutes the property for which a request for a: (describe request) Development agreement application. 3. That the undersigned (has/have) appointed and (does/do) appoint: E. D. Armstrong III, Esquire of Johnson, Pope, Bokor, Ruppel & Burns, LLP as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. 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; 6. That (1/we), the undersigned authority, hereby certify that the foregoing is true and correct. LaSalle Weal Property Owner Owner Property Owner STATE OF FLORIDA, COUNTY OF PINEilAS tt, Manager Before me the undersigned, an officer duty commissioned by the laws of the State of Florida, on this « 7 Z�L day of Aucrust 2004 personally appeared Richard R. Dimmitt, Manager* who having been first duly swo Deposes and says that he /she fully understands the contents of the affidavit that h s gn *of LaSalle Realty, LLC My Commission Expires: PATRICIA A CLOUGHSEY MY COMMISSION # DD 131209 EXPIRES: October 21, 2006 - Bonded Thru Notary Pubic Underwriters N�xl ri A. I DEC 0 8 2004 PLANNING DEPARTMENT CITY OF CLEARWATER BNDY - BOUNDARY CDR a CORNER OR - OFFICIAL RECORDS BOOK PG - PAGE POB - POINT OF BEGINNING POC - POINT OF COMMENCEMENT R/W - RIGHT=OF -WAY SR - STATE ROAD US a UNITED STATES O O iI J 7 G 8 9 Q 11 U 18304, VACATED AS PER OR 8055, PG 1430 VACATED AS PER- OR 6037, PG 2002 -v n� Oz m T - C7 Q ?> M D ^' m m ;o Z NOT A SURVEY IF X 1416 IT- "A ORIGINAL TOWNSHIP 28 S. RANGE 16 E 32 31 30 129 28 27 26 25 24 23 22 21 1 2 3 4 5 6 7 8 9 10 11 12 U d THIRD AVENUE SOUTH 32 31 ui N Wz IN > -Ja W Q z =) 3 -i ° i• z 1 2 to W:) � U= Q U FtK K 6,5 4, PG 13C 30 29 28 2 3 1 4 1 5 VACATED AS PER NTERLINE FOURTH OR 8304, PG 1130 AVENUE SOUTH 60.0 C)Ci C� 26 25 240. �� 2 21 i 7 G 8 9 10 11 12 18304, AS OR P 1130 FOURTH AVENUE 32 31 i 30 129 28 27, 26 11 25 24 g3L� 22 21 2 C4 r- 1� `j02Q �3 �� P4 5 6 7 8 9 0 11 12 13 z > I N Q � DATE SKETCH & DESCRIPTION 11/18/04 3234SD OA.DWG LAKE CHAUTAUQUA OVERALL SITE ;IT%n u SOUTH VACATED AS PER OR 8055, PG 1430 SHEET 1 OF 2 POLARMASSOCIA INC. PROFESSIONAL SURVEYING LB 6113 2915 S.R. 590, SUITE 17 CLEAR WA TER, FLORIDA 33759 (727) 669 -0522 OR IGINAL SECTION 32, TOWNSHIP 28 S. RANGE 16 E D E S C R I P T 1 0 N PROJECT NUMBER 01 -3234 LOTS 1 TO 9 INCLUSIVE ANDS LOTS 24 TO 32 INCLUSIVE, BLOCK 35, CHAUTAUQUA "ON THE LAKE" UNIT NO. 3, SEC. A, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 9, PAGE 146, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. AND LOTS 1 THROUGH 7 AND 26 THROUGH 32, BLOCK 36, CHAUTAUQUA SUBDIVISION, UNIT 1 SECTION A AS RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH VACATED RIGHT -OF -WAY ADJACENT THERETO, AS RECORDED IN OFFICIAL RECORDS BOOK 8055, PAGE 1430, OFFICIAL RECORDS BOOK 8304, PAGE 1130 AND OFFICIAL RECORDS BOOK 6037, PAGE 2033 ALL BEING RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA LESS LANDS AS DESCRIBED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT 24, BLOCK 35, UNIT NO. 3, SEC. A CHAUTAUQUA "ON THE LAKE" AS RECORDED IN PLAT BOOK 9, PAGE 146 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE EAST LINE OF SAID LOTS 24 AND 9, S 00'01'23" E. 250.00 FEET TO THE CENTERLINE OF THE VACATED RIGHT -OF -WAY OF FIFTH AVENUE SOUTH; THENCE ALONG SAID CENTERLINE, N 89'37'18" W, 440.01 FEET TO THE CENTERLINE OF THE VACATED RIGHT -OF -WAY OF LAKE CHAUTAUQUA AVENUE; THENCE ALONG SAID CENTERLINE, N 00'01'16" W, 280.00 FEET TO THE CENTERLINE OF THE VACATED RIGHT -OF -WAY OF FOURTH AVENUE SOUTH; THENCE ALONG SAID CENTERLINE, S 89'37'17" E, 38.82 FEET TO THE CENTERLINE OF THE VACATED RIGHT -OF -WAY OF LAKE CHAUTAUQUA AVENUE; THENCE ALONG SAID CENTERLINE, N 00'01'57" W, 229.67 FEET TO THE SOUTH RIGHT -OF -WAY LINE OF THIRD AVENUE SOUTH AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID SOUTH RIGHT -OF -WAY LINE, S 89'40'51" E, 290.01 FEET TO THE WEST LINE OF A 60' RIGHT -OF -WAY AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID WEST RIGHT -OF -WAY LINE, S 00'02'20" E, 259.97 FEET TO THE SOUTH RIGHT -OF -WAY LINE OF FOURTH AVENUE; THENCE ALONG SAID SOUTH RIGHT -OF -WAY LINE, S 89'37'18" E. 111.13 FEET TO THE POINT OF BEGINNING. CONTAINING 4.2818 ACRES, MORE OR LESS N n T F S 1. BEARINGS ARE BASED ON THE WEST LINE OF BLOCK 36, UNIT 1, SECTION A, CHAUTAUQUA ON THE LAKE, PB 9, PG 52. ASSUMED AS BEING N 00'01'57" W. 2. LEGAL DESCRIPTION WAS PREPARED BY POLARIS ASSOCIATES, INC. 3. RE -USE OF THIS SKETCH FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE CERTIFIED TO. 4. THIS SKETCH IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 5. THIS SKETCH WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND MAY BE SUBJECT TO EASEMENTS, RESTRICTIONS, RIGHTS -OF -WAY AND OTHER MATTERS OF RECORD. C E R T I F I C A T 1 0 N I HEREBY CERTIFY THAT THE SKETCH REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLO DA STATUTES. RECENED JOHN WEIGLE, P.L.S, NOT A SURVE ��'� PR SIONAL LAND SUR OR NO. 5246 SHEET 2 OF 2 STA OF FLORIDA ISKETCH & 3234SD OA.DWG `NT LAKE CHAUTAUQUA � � OVERALL SITE POLAW ASSOCIATES INC. PROFESSIONAL SURVEYING LB 6113 2915 S.R. 590, SUITE 17 CLEARWATER, FLORIDA 33759 (727) 669 -0522 Lots 1 to 9, inclusive, and Lots 24 to 32, inclusive, Block 35, Chautauqua "On the Lake" Unit No. 3, Sec. A, according to the plat thereof recorded in Plat Book 9, Page 146, Public Records of Pinellas County, Florida; and Lots 1 through 5 and 26 through 32,. Block 36, Chautauqua Subdivision, Unit 1, Section A, as recorded in the Public Records of Pinellas County, Florida; Together with vacated right -of -way adjacent thereto. Parcel Nos. 32/28/16/14940/035 /0010, 32/28/16/14940/035 /0240 and 32/28/16/14922/036/0010 �F 1 j W Cc 2 F- a. O Q w�� I c { >0<t 0 GINAL .i DVA2004 -00003 25191 US HIGHWAY 19 N Date Received: 08/26/2004 DIMMITT CADILLAC ZONING DISTRICT: C LAND USE: CL ATLAS PAGE: 244A PLANNER OF RECORD: MTP CLW CoverSheet 0 1 Page 1 of 7 ANX2004 -08013 — 25191 U.S. HIGHWAY 19 N DVA2004 -00003 LUZ2004 -08006 PLANNING DEPARTMENT: Comment: ORIGINAL 1. Request is for "non residential off - street parking" in the proposed Low Medium Density Residential District. The proposal, however, is primarily for vehicle storage of a car dealership, which is a commercial use being requested within a residential district, and does not meet the intent or purpose of this Zoning District use. The intent of the "nonresidential off - street parking" is for employee and customer parking for a commercial business, where there are no cars overnight. The proposal is to have cars in this area all the time. To permit vehicle storage for the car dealership, a land use plan category of Residential/Office/Retail (R/O/R) or Commercial General (CG) will be required, along with Commercial District zoning. Response: 1. Through discussions among the applicant, City Planning staff and City Engineering staff, it has been determined that the request may remain for non- residential off - street parking in the LNMR district, and therefore, the applicant continues to request rezoning to LNMR with a land use change to Residential Low, with a companion request for a development agreement. Comment: 2. Dumpsters for the commercial business cannot be within the proposed residentially -zoned area. Response: 2. The Dumpsters have been relocated as shown on revised sheet 3. Page 2 of 7 Comment: 3. Plans (each sheet) must be signed and sealed by a Florida registered Professional Engineer. Response: 3. Acknowledged. Comment: 4. Provide stormwater calculations, signed and sealed by a Florida registered Professional Engineer. Response: 4. Comment: 5. Response: 5. Comment: 6. Response: 6. Comment: 7. Response: 7. Enclosed are Six (6) Signed and Sealed sets of the Drainage Report as previously submitted to the City of Clearwater. Provide the copy of the permit inquiry letter or SWFWMD permit submittal. See attached copy of the cover letter of the ERP permit submittal to the Southwest Florida Water Management District ( SWFWMD). Provide the copy of the State and County stormwater system tie -in permit application, if applicable. Since this project does not propose to directly discharge stormwater to any public rights -of -ways, no county or city stormwater connection permits are required. Depict by shading or crosshatching all required parking lot interior landscaped areas. Please refer to the revised Landscape Plan. -__ •� Page 3 of 7 , Comment: 8. Provide in the Site Data Table the percentage of interior landscape coverage, expressed in both square feet and as a percentage of the vehicular use area (VUA) (minimum of 10 percent of the VUA required). Response: S. See Revised Site Data Table on revised sheet 3 as well as the revised Landscape Plan Comment: 9. Provide typical planting detail for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures. Response: 9. Please refer to the Landscape Detail sheet. Comment: 10. Provide an irrigation plan. Response: 10. Please refer to the Irrigation Plan sheet. Comment: 11. Provide a tree inventory, prepared by a certified arborist, of all trees 8 inches DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. Response: 11. The Tree Inventory Chart, as prepared by Joe Samnik, Certified Arborist, is shown on revised sheet 2 and the revised Landscape Plan. Also enclosed are Fifteen (15) copies of the Tree Assessment Report as prepared by Samnik & Associates, LLC. C.- � � NII AL f Page 4 of 7 Comment: 12. Provide a traffic impact study or obtain a waiver from the Traffic Engineering Department. Response: 12. As discussed at the October 7 DRC Meeting, since this is a proposed parking lot, a Traffic Impact Study was deemed to not be necessary. ENGINEERING CONDITIONS: Comment: 1. Where is the application and site plans for flexible development agreement? Response: 1. Applications and Plans were previously submitted to the City of Clearwater. Comment: 2. Section 6.2.2: City Will Approve Preliminary and Final Site Plans for ...? Response: 2. This Section was revised as requested by the City Attorney. See the revised Development Agreement. Comment: 3. Section 8 Local Government Permits: Need health permit for water main extension and /or D.E.P. permit for sanitary sewer main extension. Response: 3. No water or sanitary sewer extensions are proposed as part of this development. Comment: 4. Section 18:... hereto and recorded in the official records of Pinellas County? Response: 4. 1 The reference to City records is correct. The Development Agreement is not being recorded in the public records. G I N ra T 2 5 610A U Page 5 of 7 Comment: 5. The acknowledgement found on page 9 acknowledges Richard Dimmitt as President of Lasalle... while his capacity found on page 8 lists him as Manager. Response: 5. The notary acknowledgment was revised to reflect the correct capacity of Mr. Dimmitt, as Manager. See the revised Development Agreement. Comment: 6. Need full size set of drawings attached in order to comment appropriately. Response: 6. The required number of full size sets of plans were previously submitted to the City of Clearwater. Comment: 7. Need improvements to Third Avenue to be installed between U.S. 19 and Main Street (Chautauqua Avenue). Response: 7. Please realize that the existing driveway connection to Third Avenue (Chautauqua Avenue) is proposed to be removed / eliminated as part of this proposed project. Therefore, this comment is not applicable. Comment: 8. No off - loading of vehicles within the right -of -way of Chautauqua Avenue. Need to show truck path within property. Response: 8. There will be no off - loading onto Chautauqua Avenue since this driveway connection to Chautauqua Avenue to the east is proposed to be removed as part of this project. PLANNING & DEVEL.CE¢OERT VC$ CITY pE CL EAPU A' 11 ' Page 6 of 7 Comment: 9. Provide the copy of the permit inquiry letter or SWFWMD permit submittal. Response: 9. See attached copy of the cover letter of the ERP permit submittal to the Southwest Florida Water Management District (SWFWMD). LANDSCAPE ISLAND PLANT CONDITIONS: Comment: 1. Per Section 3- 1202.E.1. - 1 Tree/Island minimum; 1 Tree /150 sq. ft. of required green space; Shrubs: 50% of required green , space; and Groundcover shall be utilized for required green space in lieu of turf. Several islands have "sod" indicated; this is detrimental to the development of trees and tends to be. a maintenance• problem. Change these areas to meet Code. Response: 1. See revised Landscape Plan. LANDSCAPE CONDITIONS: Comment: 1. The use of several trees of the same variety in a continuous row is not recommended as this is how diseases spread easily. Change out some of the bald cypress with pond cypress and red maple for a nice blend in the retention (wet areas). Also, the change of some of the live oaks to magnolia or red bay is recommended. Response: 1. See revised Landscape Plan. Comment: 2. The plant list states to look for the C.T. of the palms on the plan, yet there is no indication for heights found. Response: 110 2. See revised Landscape Plan. ju Oct 2 5 .,.Y�� iiti VC mat ,: ?3 . a' Page 7 of 7 TRAFFIC ENG CONDITIONS: Comment: 1. Need site plan to show parking lot design complying with current City standards. Show city standard dimensions for : parking stall width and depth, also width of drive aisle. Prior to CDB. Response: #330457 vl 1. The typical parking area dimensions are as shown on sheet 3 as, previously submitted to the City of Clearwater. ORIGII.,. Gulf Coast Consulting, Inc. Land Development Consulting -Engineering -Planning -Transportation -Permitting ICOT Center 13825 ICOT Boulevard, Suite 605 Clearwater, FL 33760 Phone: (727) 524-1818 Fax: (727) 524 -6090 September 24, 2004 Ms. Alba Mas, P.E: Southwest Florida Water Management District 7601 Highway 301 North Tampa, Florida 33637 Re: Dimmitt Cadillac Vehicle Parking Expansion Pinellas County, Florida Dear Ms. Mas: Enclosed for your review and approval are the following: 1. Four (4) sets of Construction Plans. 2: Four (4) copies of the Master Drainage Report 3. Four (4) copies of the current aerial photos within the Master Drainage Report. 4. Four (4) copies of the Geotechnical Report within the Master Drainage Report. 5. Four (4) copies of Sections A and Section C of the ERP Application. 6. Four (4) copies of the Warranty Deed 7. Two (2) copies of the Boundary Survey 8. A check in the amount of $ 800.00 for the review fee. Please call me if you have any questions or need any additional information to facilitate your review and approval of this Surface Water Management Permit. Sean P. Cashen, P.E. Principal C: Richard Dimmitt, Dimmitt Cadillac (w /encf- submittal copy) nt V :11111 f 17 ?U3'4 •; 1 f 'ELOPME SVGS NT }� `UARWATi ER c CHECK LA IMMITT CADILLAC, INC. CONTROL NO. 95589 ISSUED BY: CLOUGHSEY, PAT c.,jWATER, FLORIDA 33763 PAGE 1, DETACH AT PERFORATION BEFORE DEPOSITING CHECK REMITTANCE ADVICE A UCO 4 30"., PAY T IS"., DbQtAfft o D'f A", 251 VT US Fit TH��; Am 1', CLEAtIWATER,;f I,' 33763; 16ns8cMk "d A'� -89 '7 c R�' .61 Ys, 63 2 A UCO 4 30"., PAY T IS"., DbQtAfft o t+NTS 8 a o Ila 0 9 S S El 9 fig 1:0 S 3 10 798 91:. 480 10 0 a 7611' From: Clayton, Gina Sent: Thursday, September 23, 2004 12:11 PM To: E. D. Armstrong (E -mail) D Cc: Wells, Wayne; Parry, Mark Subject: Dimmitt ANX/LUZ/DVA/FLD Hi Ed, I just want to confirm our discussion from this morning regarding the Dimmitt property. We will process the annexation and land use plan amendment as you submitted them. The City would like your client to consider the following: Extend the timeframe of the development agreement from 5 to 10 years; Prohibit the use of loud speakers in this area of the site; Increase the amount of landscaping in the 25' setback /buffer around the perimeter of the site; Prohibit the parking of vehicles associated with the service department in this area; and Provide lighting that does not shine beyond the site and consider using low light poles (app. 12'). As I mentioned, I'm sure there will be other comments associated with these applications, however, I wanted to pass these comments on to you as soon as possible due to their importance. Also, when Wayne and Mark return, I can let you know whether or not the site plan is complete now the zoning issue has been resolved. If the site plan is still incomplete, we will process the annexation, land use plan amendment, and development agreement whenever the site plan can proceed. If you have any questions, please let me know. Thanks. Gina L. Clayton Long Kange Planning Manager 727i62-+587 gina.cla�ton0m� Cie arwater.com JOHNSON, POPE, BOKOR, RUPPEL & BURNS, LLP ATTORNEYS AND COUNSELLORS AT LAW E. D. ARMSTRONG III BRUCE H. BOKOR JOHN R. BONNER, SR.* GUY M. BURNS JONATHAN S. COLEMAN STACY COSTNER MICHAEL T. CRONIN ELIZABETH J. DANIELS BECKY FERRELL -ANTON Via Hand Delivery COLLEEN M. FLYNN MARION HALE SCOTT C. ILGENFRITZ FRANK R. JAKES TIMOTHY A. JOHNSON, JR. SHARON E. KRICK ROGER A. LARSON JOHN R. LAWSON, JR* LEANNE LETIZE Mark T. Parry, Planner City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, FL 33756 MICHAEL G. LITTLE MICHAEL C. MARKHAM ZACHARY D. MESSA A.R. "CHARLIE" NEAL TROY J. PERDUE F. WALLACE POPE, JR. ROBERT V. POTTER, JR. AUDREY B. RAUCHWAY DARRYL R. RICHARDS September 14, 2004 Re: LaSalle Realty, LLC - ANX2004 -08013 Dear Mark: PETER A. RIVELLINI DENNIS G. RUPPEL* CHARLES A. SAMARKOS PHILIP M. SHASTEEN JOAN M. VECCHIOLI STEVEN H. WEINBERGER JOSEPH J. WEISSMAN STEVEN A. WILLIAMSON *OF COUNSEL PLEASE REPLY TO CLEARWATER FILE NO. 45147.108284 Attached are three signed and sealed sets of a revised survey in connection with the referenced application. The legal description was revised to include a portion of Lot 6, Block 36, as shown on the drawing. Please call me if you need any additional items. js encls. cc w /encl #327643 v1 Mr. Richard R. Dimmitt Robert Pergolizzi, AICP Sincerely, ?"r,.e, t t84.,� Jayne E. Sears Legal Assistant CLEARWATER OFFICE TAMPA OFFICE 911 CHESTNUT ST. 100 N. TAMPA ST. POST OFFICE BOX 1368 SUITE 1800 CLEARWATER, FLORIDA 33757 -1368 POST OFFICE BOX 1100 TELEPHONE: (727) 461 -1818 TAMPA, FLORIDA 33601 -1100 TELECOPIER: (727) 462 -0365 TELEPHONE: (813) 225 -2500 TELECOPIER: (813) 223 -7118 r ; S" 'a Attached are three signed and sealed sets of a revised survey in connection with the referenced application. The legal description was revised to include a portion of Lot 6, Block 36, as shown on the drawing. Please call me if you need any additional items. js encls. cc w /encl #327643 v1 Mr. Richard R. Dimmitt Robert Pergolizzi, AICP Sincerely, ?"r,.e, t t84.,� Jayne E. Sears Legal Assistant CLEARWATER OFFICE TAMPA OFFICE 911 CHESTNUT ST. 100 N. TAMPA ST. POST OFFICE BOX 1368 SUITE 1800 CLEARWATER, FLORIDA 33757 -1368 POST OFFICE BOX 1100 TELEPHONE: (727) 461 -1818 TAMPA, FLORIDA 33601 -1100 TELECOPIER: (727) 462 -0365 TELEPHONE: (813) 225 -2500 TELECOPIER: (813) 223 -7118 DEVELOPMENT AGREEMENT KEN BURKE, CLERK OF COURT PINELLAS COUNTY FLORIDA INST# 2005090237 03110/2005 at 12:06 PM OFF REC BK: 14168 PG: 712-726 DoeType:AGM RECORDING: $120.50 THIS DEVELOPMENT AGREEMENT ( "AGREEMENT") is dated , 2005, effective as provided in Section 5 of this Agreement, and entered into etween LASALLE REALTY, LLC, a Florida limited liability company ( "OWNER "), and the CITY OF CLEARWATER, FLORIDA, a political subdivision of the State of Florida acting through its City Council ( "COUNCIL "), the governing body thereof ( "CITY "). RECITALS: A. Sections 163.3220 - 163.3243, Florida Statutes, which set forth the Florida Local Government Development Agreement Act ( "ACT"), authorize the CITY to enter into binding development agreements with persons having a legal or equitable interest in real property located within the corporate limits of the City. B. Under Section 163.3223 of the ACT, the CITY has adopted Section 4 -606 of the City of Clearwater Community Development Code ( "CODE "), establishing procedures and requirements to consider and enter into development agreements. C. OWNER owns approximately 3.66 acres of real property ( "PROPERTY ") located in unincorporated Pinellas County, Florida, more particularly described on Exhibit "A" attached hereto and incorporated herein. D. OWNER or its successor, desires to develop and use the Property for non- residential parking serving the OWNER's adjacent automobile dealership, located in the City limits at 25191 U.S. Highway 19 North, Clearwater, Florida, which development shall generally conform. to the concept plan ( "CONCEPT PLAN ") shown on Exhibit "B" attached hereto and incorporated herein. E. The PROPERTY currently has a land use designation of Residential Suburban and is zoned "RR" in Pinellas County. F. In order to use the PROPERTY as non - residential parking, OWNER has requested that the CITY (i) annex the PROPERTY, (ii) rezone the PROPERTY LMDR, (iii) place a land use designation of Residential Low (5.0 units /acre) on the PROPERTY and (iv) approve a Flexible Development Application to allow non - residential off - street parking on the PROPERTY. . G. The CITY and OWNER have determined that it would be mutually beneficial to enter into a development agreement governing the matters set forth herein and have negotiated this AGREEMENT in accordance with the CODE and the ACT. H.. The CITY has found that the terms of, and future development orders associated with, this AGREEMENT are consistent with the City Comprehensive Plan and the CODE. DEVELOPMENT AGREEMENT THIS DEVELOPMENT AGREEMENT ( "AGREEMENT ") is dated a 2005, effective as provided in Section 5 of this Agreement, and entered into etween LASALLE REALTY, LLC, a Florida limited liability company ( "OWNER "), and the CITY OF CLEARWATER, FLORIDA, a political subdivision of the State of Florida acting through its City Council ( "COUNCIL "), the governing body thereof ( "CITY "). RECITALS: A. Sections 163.3220 — 163.3243, Florida Statutes, which set forth the Florida Local Government Development Agreement Act ( "ACT "), authorize the CITY to enter into binding development agreements with persons having a legal or equitable interest in real property located within the corporate limits of the City. B. Under Section 163.3223 of the ACT, the CITY has adopted Section 4 -606 of the City of Clearwater Community Development Code ( "CODE "), establishing procedures and requirements to consider and enter into development agreements. C. OWNER owns approximately 3.66 acres of real property ( "PROPERTY ") located in unincorporated Pinellas County, Florida, more particularly described on Exhibit "A" attached hereto and incorporated herein. D. OWNER or its successor, desires to develop and use the Property for non- residential parking serving the OWNER's adjacent automobile dealership, located in the City limits at 25191 U.S. Highway 19 North, Clearwater, Florida, which development shall generally conform to the concept plan ( "CONCEPT PLAN ") shown on Exhibit "B" attached hereto and incorporated herein. E. The PROPERTY currently has a land use designation of Residential Suburban and is zoned "RR" in Pinellas County. F. In order to use the PROPERTY as non - residential parking, OWNER has requested that the CITY (i) annex the PROPERTY, (ii) rezone the PROPERTY LMDR, (iii) place a land use designation of Residential Low (5.0 units /acre) on the PROPERTY and (iv) approve a Flexible Development Application to allow non - residential off - street parking on the PROPERTY. G. The CITY and OWNER have determined that it would be mutually beneficial to enter into a development agreement governing the matters set forth herein and have negotiated this AGREEMENT in accordance with the CODE and the ACT. H. The CITY has found that the terms of, and future development orders associated with, this AGREEMENT are consistent with the City Comprehensive Plan and the CODE. STATEMENT OF AGREEMENT In consideration of and in reliance upon the premises, the mutual covenants contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto intending to be legally bound and in accordance with the ACT, agree as follows: SECTION 1. RECITALS The above recitals are true and correct and are a part of this AGREEMENT. SECTION 2. INCORPORATION OF THE ACT This AGREEMENT is entered into in compliance with and under the authority of the CODE and the ACT, the terms of which as of the date of this AGREEMENT are incorporated herein by this reference and made a part of this AGREEMENT. Words used in this AGREEMENT without definition that are defined in the ACT shall have the same meaning in this AGREEMENT as in the ACT. SECTION 3. PROPERTY SUBJECT TO THIS AGREEMENT The PROPERTY is subject to this AGREEMENT. SECTION 4. OWNERSHIP The PROPERTY is owned in fee simple by OWNER. SECTION 5. EFFECTIVE DATE /DURATION OF THIS AGREEMENT 5.1 This AGREEMENT shall become effective as provided for by the ACT and shall be contingent upon 5.1.1 Obtaining final approval, and effectiveness of annexation of the PROPERTY into the City with a land use designation of Residential Low and a zoning designation of LMDR and flexible development approval to allow non - residential off - street parking as requested on the PROPERTY. 5.2 This AGREEMENT shall continue in effect until terminated as defined herein but for a period. not to exceed ten (10) years. SECTION 6. OBLIGATIONS UNDER THIS AGREEMENT 6.1 Obligations of the OWNER .6.1.1. Binding Obligations The obligations under this AGREEMENT shall be binding on OWNER, its successors or assigns. 6.1.2. Development Review Process At the time of development of the PROPERTY, OWNER will submit such applications and documentation as are required by law and shall comply with the City's CODE applicable at the time of development review. 2 6.1.3. Development Restrictions The following restrictions shall apply to development of the PROPERTY: 6.1.3.1 The PROPERTY shall be developed substantially in conformance with the CONCEPT PLAN. The population density, building intensity and building heights are not required to be shown on the CONCEPT PLAN because the project is a parking area. 6.1.3.2 The PROPERTY shall be used solely for non - residential off - street parking. 6.1.3.3 OWNER shall maintain 25' landscape buffers around the perimeter of the site as shown on the CONCEPT PLAN. 6.1.3.4 The use of loud speakers on the PROPERTY shall be prohibited. 6.1.3.5 Parking of vehicles associated with the service department on the PROPERTY shall be prohibited. 6.1.3.6 Lighting on the PROPERTY shall be designed and directed in such a manner that light does not intrude beyond the PROPERTY. 6.1.4 Recording of Deed Process Prior to issuance of the first building permit for the PROPERTY, Owner shall record a deed restriction encumbering the PROPERTY, which deed restriction shall be approved as to form by the City Attorney (which approval shall not be unreasonably withheld) and which will generally describe the development limitations of this AGREEMENT. The deed restriction shall be perpetual and may be amended or terminated only with the consent of the CITY, which consent shall not be.unreasonably withheld. 6.2. Obligations of the City 6.2.1 Concurrent with the approval of this AGREEMENT, the COUNCIL shall promptly process amendments to the land use plan and zoning designation for the PROPERTY as set forth in Recital F above, all in accordance with the CODE.. 6.2.2 CITY will promptly process site and construction plan applications for the PROPERTY that are consistent with the Comprehensive Plan and the CONCEPT PLAN and that meet the requirements of the CooE.. 6.2.3 The final effectiveness of the redesignations referenced in Section 6.2.1. is subject to: 6.2.3.1 The provisions of Chapter 166 and 163, Florida Statutes, as Q they may govern such amendments; and 6.2.3.2 The expiration of any appeal periods or, if an appeal is filed, at the conclusion of such appeal. SECTION 7. PUBLIC FACILITIES TO SERVICE DEVELOPMENT The following public facilities are presently available to the PROPERTY from the sources indicated below. Development of the PROPERTY will be governed by the concurrency ordinance provisions applicable at the time of development approval. With respect to transportation, the concurrency provisions for the proposed development have been met. There are no new public facilities required to be constructed by the OWNER which would require a form of guarantee of payment. 7.1. Potable water is available from the CITY. The OWNER shall be responsible for all necessary main extensions and applicable connection fees. 7.2. Sewer service is currently provided by the CITY. The OWNER shall be responsible for all necessary main extensions and applicable connection fees. 7.3. Fire protection from the CITY. 7.4. Drainage facilities for the PROPERTY will be provided by OWNER. SECTION 8. REQUIRED LOCAL GOVERNMENT .PERMITS The required local government development permits for development of the PROPERTY include, without limitation, the following: 8.1. Site plan approval(s) and associated utility licenses and right -of -way utilization permits; 8.2. Construction plan approval(s); 8.3. Building permit(s); and 8.4.. Certificate(s) of occupancy. SECTION 9. CONSISTENCY The CITY finds that development of the PROPERTY consistent with the terms of this AGREEMENT is consistent with the City Comprehensive Plan... SECTION 10. TERMINATION 10.1. If OWNER'S Obligations set forth in this AGREEMENT are not followed in a timely manner, as determined by the City Manager, after notice to OWNER and an opportunity to be heard, existing permits shall be administratively suspended and issuance of new permits suspended until OWNER has fulfilled its obligations. Failure timely to fulfill its 4 obligations may serve as a basis for termination of this AGREEMENT by the CITY, at the discretion of the CITY and after notice to OWNER and an opportunity for OWNER to be heard. SECTION 11. OTHER TERMS AND CONDITIONS 11.1. Except in the case of termination, until ten (10) years after the date of this AGREEMENT, the PROPERTY shall not be subject to downzoning, unit density reduction, or intensity reduction, unless the CITY has held a public hearing. and determined: 11.1.1 That substantial changes have occurred in pertinent conditions existing at the time of approval of this AGREEMENT; or 11.1.2 This AGREEMENT is based on substantially inaccurate information provided by OWNER; or 11.1.3 That the change is essential to the public health, safety or welfare. SECTION 12. COMPLIANCE WITH LAW The failure of this AGREEMENT to address any particular permit, condition, term or restriction shall not relieve OWNER from the necessity of complying with the law governing such permitting requirements, conditions, terms or restrictions. SECTION 13. NOTICES Notices and communications required or desired to be given under this Agreement shall be given to the parties by hand delivery, by nationally, recognized overnight courier service such as Federal Express, or by certified mail, return receipt requested, addressed as follows (copies as provided below shall be required for proper notice to be given): If to OWNER: LaSalle Realty, LLC Attention: Richard R. Dimmitt 25191 U.S. Highway 19 North Clearwater, FL 33763 With copy.to: E. D. Armstrong III, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut St. Clearwater, FL 33756 If to CITY: City Council of City of Clearwater c/o City Manager 112 South Osceola Avenue P. O. Box 4748 Clearwater, FL 33756 Properly addressed, postage prepaid, notices or communications shall be deemed delivered and received on the day of hand delivery, the next business day after deposit with an overnight courier service for next day delivery, or on the third (3`d) day following deposit in the United States mail, certified mail, return receipt requested. The parties may change the addresses set forth above (including the addition of a mortgagee to receive copies of all notices), by notice in accordance with this Section. SECTION 14. INTENTIONALLY OMITTED. SECTION 15. MINOR NON - COMPLIANCE OWNER will not be deemed to have failed to comply with the terms of this AGREEMENT in the event such non - compliance, in the judgment of the City Administrator, reasonably exercised, is of a minor . or inconsequential nature. SECTION 16. COVENANT OF COOPERATION The parties shall cooperate with and deal with each other in good faith and assist each other in the performance of the provisions of this AGREEMENT and in achieving the completion of development of the PROPERTY. SECTION 17. APPROVALS Whenever an approval or consent is required under or contemplated by this AGREEMENT such approval or consent shall not be unreasonably withheld, delayed or conditioned. All such approvals and consents shall be requested and granted in writing. SECTION 18. COMPLETION OF AGREEMENT Upon the completion of performance of this AGREEMENT or its revocation or termination, a statement evidencing such completion, revocation or termination shall be signed by the parties hereto and recorded in the official records of the CITY. SECTION 19. ENTIRE AGREEMENT This AGREEMENT (including any and all Exhibits attached hereto all of which are a part of this AGREEMENT to the same extent as if such Exhibits were set forth in full in the body of this AGREEMENT), constitutes the entire agreement between the parties hereto pertaining to the subject matter hereof. SECTION.20. CONSTRUCTION The titles, captions and section numbers in this AGREEMENT are inserted for convenient reference only and do not define or limit the scope or intent and should not be used in the interpretation of any section, subsection or provision of this AGREEMENT. Whenever the context requires or permits, the singular shall include the plural, and plural shall include the singular and any reference in this AGREEMENT to OWNER includes OWNER's successors or assigns. This AGREEMENT was the production of negotiations between representatives for the CITY and OWNER and the language of the Agreement should be given its plain and ordinary meaning and should not be construed against any party hereto. If any term or provision of this AGREEMENT is susceptible to more than one interpretation, one or more of which render it valid and enforceable, and one or more of which would render it invalid or unenforceable, such term or provision shall be construed in a manner that would render it valid and enforceable. SECTION 21. PARTIAL INVALIDITY If any term or provision of this AGREEMENT or the application thereof to any person or circumstance is declared invalid or unenforceable, the remainder of this AGREEMENT, including any valid portion of the invalid term or provision and the application of such invalid term or provision to circumstances other than those as to which it is held invalid or unenforceable, shall not be affected thereby and shall with the remainder of this AGREEMENT continue unmodified and in full force and effect. Notwithstanding the foregoing, if such responsibilities of any party thereto to the extent that the purpose of this AGREEMENT or the benefits sought to be received hereunder are frustrated, such party shall have the right to terminate this AGREEMENT upon fifteen (15) days notice to the other parties. SECTION 22. CODE AMENDMENTS. Subsequently adopted ordinances and codes of the CITY which are of general application not governing the development of land shall be applicable to the PROPERTY, and such modifications are specifically anticipated in this AGREEMENT. SECTION 23. GOVERNING LAW This AGREEMENT shall be governed by and construed in accordance with the laws of the State of Florida without regard to the conflict of. laws principles of such state. SECTION 24. COUNTERPARTS This AGREEMENT may. be executed in counterparts, all of which together shall continue one and the same instrument. IN WITNESS WHEREOF, the parties have hereto executed this AGREEMENT the date and year first above written. [End of Substantive Provisions, Signature Page to follow.) 7 WITNESSES: Name: nted Name Printed Name: Printed Name: E-13 LASALLE REALTY, LLC a Florida lim' ed liability company By: _M Richard R. Dimmi Manager CITY OF CLEARWATER, FLORIDA - .milt w Attest: Cyn is E. lt3pudeau, City Clerk Approved as to Form: Leslie Doug all- i s, Asst. City Attorney By ej'0 William B. Horne II City Manager STATE OF FLORIDA CITY OF PINELLAS The foregoing instrument was acknowledged before me this 16th day of February , 2005, by Richard R. Dimmitt, as Manager of LASALLE REALTY, LLC, a Florida limited liability company, on behalf of the corporation, who ❑ is personally known to me or who 0 produced Fla Driver's License # as identification. D-530-756-53-091-0 STATE OF FLORIDA CITY OF PINELLAS } Notary Public Print Name: /� / ham �• ....... UNDA R. CUNNINGHAM !'Y COMMISSION # DD 310910 +` *' EXPIRES: July 4, 2008 '•%,A i� � °` c,:ndetl Thru Nd"y PUbtit UMerwdlers The foregoing instrument was acknowledged before me this � day of 2005, by Frank Hibbard, as Mayor of the City of Clearwater, Florida, who Pr is rsonally known to me or who ❑ produced identification. o'ts'Y °0a� Denise A. Wilson , Commission # D0296233 N Expires June 7 B, 2008 01/14/05 04:57 PIA 45147.108284 #326247 v3 - Northstar /Dev Agt 9 Notary Public Print Name: 1 is A A. Id, lso� EXHIBIT "A" ANNEXATION SITE LOTS 1 TO 9 INCLUSIVE ANDS LOTS 24 TO 32 INCLUSIVE, BLOCK 35, CHAUTAUQUA "ON THE LAKE" UNIT NO. 3, SEC. A, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 9, PAGE 146, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. AND LOTS 1 THROUGH 7 AND 26 THROUGH 32, BLOCK 36, CHAUTAUQUA SUBDIVISION, UNIT 1 SECTION A AS RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH THAT PORTION OF VACATED FOURTH AVENUE SOUTH RIGHT -OF -WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LESS LANDS AS DESCRIBED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT 24, BLOCK 35, UNIT NO. 3, SEC. A CHAUTAUQUA "ON THE LAKE" AS RECORDED IN PLAT BOOK 9, PAGE 146, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE EAST LINE OF SAID LOTS 24 AND 9, S 00 °01'23" E, 220.00 FEET TO THE SOUTH LINE OF SAID BLOCK 35; THENCE ALONG SAID SOUTH LINE, N 89 °37'18" W, 410.01 FEET TO THE SOUTHWEST CORNER OF SAID BLOCK 35; THENCE ALONG THE WEST LINE SAID BLOCK 35, N 00 °01'16" W, 220.00 FEET TO THE NORTHWEST CORNER OF SAID BLOCK 35, AND THE NORTH LINE LINE OF SAID BLOCK 35; THENCE ALONG SAID NORTH LINE, S 89 °37'17" E, 38.83 FEET TO THE SOUTHERLY EXTENSION OF THE WEST LINE OF SAID BLOCK 36 UNIT 1, SEC. A CHAUTAUQUA "ON THE LAKE "; THENCE ALONG SAID WEST LINE, N 00 °01'57" W, 259.70 FEET TO THE SOUTH RIGHT -OF -WAY LINE OF THIRD AVENUE SOUTH AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID SOUTH RIGHT -OF -WAY LINE, S 89 °40'51" E, 260.01 FEET TO THE WEST LINE OF A 60' RIGHT -OF -WAY AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID WEST RIGHT -OF -WAY LINE, S 00 °02'20" E, 259.97 FEET TO THE NORTH LINE OF SAID BLOCK 35; THENCE ALONG SAID NORTH LINE, S 89 °37'18" E, 111.13 FEET TO THE POINT OF BEGINNING. CONTAINING 3.6217 ACRES, MORE OR LESS Parcel Nos. 32/28/16/14940/035 /0010, 32/28/16/14940/035 /0240 and 32/28/16/14922/036/0010 LEGAL DESCRIPTION DIMMITT CADILLAC VEHICLE STORAGE PARKING EXPANSION CITY OF CLEARWATER, FLORIDA FINAL SITE PLAN SECTION 32, TOWNSHIP 28 S, RANGE 16 E PINELLAS COUNTY, FLORIDA PARCEL ID # 3?J28/16/14922/036/0010I PARCEL ID # 32/28/16/14940/035 /0010, PARCEL ID # 32/28/16/14940/035 /0240. LEGAL DESCRIPTION OR 6277, PG 2315 LOCATION MAP LOTS 1 TO 9 INCLUSIVE AND LOTS 24 TO 32 INCLUSIVE, BLOCK 35. CHAUTAUQUA "ON THE LAKE" UNIT NO. 3. SEC. A. PROJECT" ACCORDING TO THE PLAT THEREOF I nre TTrIW RECORDED IN PLAT BOOK 9. PAGE 145. PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LEGAL DESCRIPTION OR 6311, PC 2328 LOTS 1 THROUGH 5 AND 26 THROUGH 32, BLOCK 36, CHAUTAUQUA SUBDIVISION, UNIT 1, SECTION A AS RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, TOGETHER WITH VACATED RIGHT —OF —WAY ADJACENT THERETO. CONTAINING 4.28 ACRESt �iD...n .w CI �. •'� .. •yAyRN IN C BhB.RRtlIO i� N ROUitiReilroiww DIMMITT CADILLAC 25191 US 19 NORTH CLEARWATER, FLORIDA 33763 Phone: (727) 797 -7070 FAX: (727) 726 -0861 aulf Coast Cwuultia& Inc. Le LoW d DBVAapool CDBOYIy IM IW'T1i19.. atlr lQ CL-.. a! L11 a 7c (Ml J %iD1D EXHIBIT B �n zsi . >nus A SHEET.' 71TLE' 1 COVER SHEET 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 SITE DEVELOPMENT PLAN 4 CONSTRUCTION DETAILS wa°:��W -M-a I i I : : , i i I i • L N6%fl17N0 CONDITIONS BASSO ON ..� a ! .. ! I BOUNDARY. TOPOGRAPHIC. TREE AND BY POUM &ASSOCIATES. IN� [0 (JULY 04) SEM' Fwrr' t ati T Nam • " ` SEE 'SIT[ DEVROPRENT ir.�,f 1 „�I b ,,`'4�;•'f \ PUN' ON 6HE1T S FOR TRW TO OR R[YOV[D. Is is ' I b• J'' � i , 'b'�t� -' ..... � '�'• Ill i!ii. a'F. .. ... ..... ........ pBYD1.mOPLHGtiZ7 nl a =` enoPOl Elm TO ►RVnve aAVUG[ i .f r. OF DEMOLISHED IKMS A" TO DtaPO[[ W : : - ' • OP DOIOUED ITM r -• i I � muY. i .1� _ .... _..._. .... .. ..... [. 02 VERIFY CTIUCAL POWER RAN ::e ^o .''. DISCONNECTED AND/OR TVRN[0 OFF f PxiES De �URITM NCU vv roEIEDI __ ._ ... ._ ._.. .......... URIED OR OV OVERHEAR. B AM APPAMINIATE AS BROWN AMR IT 1 i ' . THE LOCATED r. A a.. �- ; �• I -.. .. ' IS THE CONTRACTOR'S RUPONSIMUTY t I iii'' 7 I I TO DETER111NE THE E[ACT LOCATION FRION TO OF THE CONQfROCT101N�QI THEIR YIMRY. 1 : ry S3 _ . , .... ... HTAB PAVED AREAS TO Bit BUOYED .........._. .... __........ .... ........ • i 1 FA&J OWfCma Ce ii;WW*. In - DIMMITT CADILLAC « � ` �, , DIMMTTT CADILLAC p.:p 33191 V.S. HWY. 19 NORTH VEHICLE STORAGE PARKING EXPANSION AMP- CII �WA��It��F�I2RIDAAp33763 � P=TING CONDITIONS a DEMOLITION PION 1 � � i z D F 11�i1 J I i rY I 2 Z V =_ 3 h 1 _ _ F- R O1 Ym qv sU V$ r c, � W N N ff ��� as e-ttas R z 11�i1 J I i rY 1 _ _ zo r c, _.......- ..L._..... -.. -- G'F N I r:. _ F I Y 1 =Y1 z J :9NWZ 9NUSDC3 U :3sn ONVI ONI1SIX3 1 UIN I ► ►NN t i= 0 C � O I L W I. N I ' � zOZ d P M A� 11' F �q�ppppE �x pdppp �66 7 <g onto d 11�i1 J :9NWZ 9NUSDC3 U :3sn ONVI ONI1SIX3 1 UIN I ► ►NN t i= 0 C � O I L W I. N I ' � zOZ d P M A� 11' F �q�ppppE �x pdppp �66 7 <g onto d M bT Yrr •r t Ob aL .a' w wgrr. w urw. w« M wY iI FVAnM cu Y .► •• r 7rrw .• 7ti •. r Mw• M M ,1 Iw . .c.way... ................. r'• • . • . • • N7rC• � r••• w ..r .• rw•.•�•. w • rrr ��.. M�► rwti .w w STRAIGHT CURB w w�.. ~w v: C`w. `• v.. �i"� o• vwvw c • •n►rw ww. w 7rr TYPE I Cup-1 K'd'lbwr.r."' r +w YM10 wfo. - ^•^ —�v� MAP" IA ILL fpwf wAr C •r7rt •� r i ura.InR! 7flnrt•r.� Ir. wfOf o.l ..vr www w.... V••r ILA r vrrr 7rt - Iwww. vwl -IO'IrQ UpW�lmpl A. ww i-.►�1 r �r.w . r• r i r w wwt owrl ' TYPICAL PAVEMENT %r -TION - WVERIM CROM R1.f. IT NW M M NDT(L i Dwvrsrw f/wrrMl 4 n+n rti w • V.• wM 7M rM f.wwr C M-w wir MM M IMw} 7rWR . � _ �pwnM M N'r. r.w N flw K ua 0.1Y110 MM ��' frhs• /rR ww .w.•.�» ITSI 3• TRANSITION AT DRIVES IIIL kl= tr ..A .} hW —�1 .) M l.�l• � � 1NNw.AR tfl[ CROSS -NQON R -R CONCRETE WHEEL STOP DETAIL FI CR S -ZTQ PI1MU TMt D A.w.r•U/ M.w - W ►vr Y� r wr }n.• wwr re r- omn- ■eforl fool 1/.(o f.cl Pr+.wl 7fo DIMMITT CADILLAC DIMMITT CADII.LAC ssI @I U.S. xwY. DILL NORTH VEHICLE STORAOE PARKING EXPANSION CLEARWATER, FLORMA 33767 CONSTRUCTION DBT'A13 nra O>'/OI.A+f •ncOrO.r.lO _ ;jmW61 n.IJ M }7fi 1 1r 1 1� Y Y Mfr'.' UPMIC wrw KYA f+.-7q Kvx •J WIDE CONCRETE FLUME .14 PLANNING D EPARTMENT P ELLAS COUNTY FLORIDART ND INST# 200642443110/2112005 at 08:24 AM 100 S. MYRTLE AVENUE, 2 FLOOR OFF REC BK: 14691 PG: 330332 CLEARWATER, FL 33756 Docrype:AGM RECORDING: $27.00 PHONE: 727 - 562 -4567; FAX: 727 - 562 -4865 DECLARATION OF UNITY OF TITLE Property Owner: LaSalle Realty, LLC Property Address: 25191 U.S. Highway 19 North, Clearwater, Florida 33763 KNOW OF ALL MEN BY THESE PRESENTS, that pursuant to the ordinances of the City of Clearwater pertaining to the issuance of building permits and regulating land development activities, the undersigned, being the fee owner (s) of the following described real property situated in the City of Clearwater, County of Pinellas and State of Florida, to wit: do hereby make the following declaration of conditions, limitations and restrictions on said lands, hereafter to be known and referred to as a DECLARATION OF UNITY OF TITLE, as to the following particulars: 1. That the aforesaid plot or combination of separate lots, plots, parcels, acreage or portions thereof, shall hereafter be regarded as and is hereby declared to be unified under one title as an indivisible building site. 2. That the said property shall henceforth be considered as one plot or parcel of land, and that no portion thereof shall be sold, assigned, transferred, conveyed or devised separately except in its entirety, as one plot or parcel of land. 3. That this Declaration of Unity of Title shall constitute a covenant .to run with the land, as provided by law, and shall be binding upon the undersigned, and the heirs, successors and assigns of the undersigned, and all parties claiming under them until such time as the same may be released in writing under the order of the City Manager of the City of Clearwater. The undersigned also agree(s) that this instrument shall be recorded in the public records of Pinellas County, Florida. Signed, sealed, witnessed and acknowledged this day of .20 05- , at Clearwater, Florida. LaSalle Real ' LLC —A WITH STATE OF FLORIDA COUNTY OF PINELLAS <Y PATRICIA A. CLOUGHSEY r MY COMMISSION # DD 131209 • g EXPIRES: October 21, 2006 Bonded Thru Notary Public Underwriters (SEAL ABOVE) The OWNER By: 'Richard Di Manager instrument was acknowled d betore me 111 1 ,20 0 S�,by hom the instrument IV ecuted. Notary Commission Personally known Type of identification produced SAPlanning Department\Application FormAdevelopment review \Unity of Title Declaration 2005.doc Public Signature Name of Notary Printed or produced identification Exhibit "A" Lots 16 and 17 of Block 14, Unit No. 1, Section A, CHAUTAUQUA "on the Lake ", according ' to the plat thereof as recorded in Plat Book 9, Page 52 of the Public Records of Pinellas County, Florida., and Lots 18 to 23, inclusive, in BIock 14, Unit No. 1, Section A, of CHAUTAUQUA, according to the map or plat thereof recorded in Plat Book 9, Page 52, of the Public Records of Pinellas County, Florida, and Lot 25, less the West 17 feet thereof, and all of Lot 24, in Block 14, Unit No. 1, Section A, of CHAUMQUA, according to the map or plat thereof as recorded in Plat Book 9, Page 52, Public Records of Pinellas County, Florida, and C014140CE WINE- NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF SECTION 32. TOWNSHIP 28 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA AND RUN S. 0'0'00'58 "W. 964.55 rEE1 ALONG THE WEST LA OF SECTION 32, THENCE S 89034'50 "E, 100.00 FEET TO A'POINT ON THE EASTERLY FLIGHT OF WILY LINE OF U.S. HIGHWAY 19 FOR A PbINT OF ar.INNING; THENCE'RUN S 89 °57'07 "E, 442.1? FEET;.-THENCE N 00`01'50 "k, .104.05 FEET, THENCE S 89'57'07 "E. 95.02 fEET; THENCE S 00 "07'50 "t, 108.10 FEC1_; THENCE h 89'57'07 "W. 39.10 FEET, THENCE S 00`01'50"E.'440:00 1E0; THENCE N 89'57'07 "W. 49$.48 FEET TO.:4- Hr- AfORESFIU EASTERLY RIGHT 'Of WAt L -I HL 1. THENCE N 00000'SV E ALONG' SAID EASTERLt RIGHT Of'NAY LINL A "DiOANCE OF 546.05 FEET TO THE POINT. or* BEGINNING. CONIrINING 6.544 ACRES. MORE OR LESS. Parcel Z ;D. No. 32/28/16/14922/0i4/0160 AND AND All right, title and interest in and to that certain real a tate vacated by and through Ordinance No. 6476 -00, by Y Clearwater, tahich vacates a 60' right-of -way of Third * Chautauqua Avenue lying East of U.S. Highway 1- and (formerly Main Street) , as the same was recorded in O.R_ Book 1101i, page 1970, public records of Pinellas County, Plorida, being more particularly described as a sixty (60') foot wide right -of -way identified as Third Avenue south, according to the plat of CHATUAUQUA ON THE LAKE UNIT 110. 1 - SECTION A, as recorded in Plat Book 9; page 52, public records of Pinellas County, Florida, lying East of State Road SS (U.s. Highwa-1 19 North) and West of Third Avenue South 114ain Street per plat] . LOTS 1 TO 9 INCLUSIVE ANDS LOTS 24 TO 32 INCLUSIVE, BLOCK 35, CHAUTAUQUA "ON THE LAKE" UNIT NO. 3, SEC. A, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 9, PAGE 146, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. AND LOTS 1 THROUGH 7 AND 26 THROUGH 32, BLOCK 36, CHAUTAUQUA SUBDIVISION, UNIT 1 SECTION A AS RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH THAT PORTION OF VACATED FOURTH AVENUE SOUTH RIGHT -OF -WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF PINELTJS COUNTY, FLORIDA. LESS LANDS AS DESCRIBED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT 24, BLOCK 35, UNIT NO. 3, SEC. A CHAUTAUQUA "ON THE LAKE" AS RECORDED IN PLAT BOOK 9, PAGE 146, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE EAST LINE OF SAID LOTS 24 AND 9, S 00'01'23" E, 220.00 FEET TO THE SOUTH LINE OF SAID BLOCK 35; THENCE ALONG SAID SOUTH LINE, N 89'37'18" W. 410.01 FEET TO THE SOUTHWEST CORNER OF SAID BLOCK 35; THENCE ALONG THE WEST LINE SAID BLOCK 35, N 00'01'16' W, 220.00 FEET TO THE NORTHWEST CORNER OF SAID BLOCK 35, AND THE NORTH LINE LINE OF SAID BLOCK 35; THENCE ALONG SAID NORTH LINE, S 89'37'17" E. 38.83 FEET TO THE SOUTHERLY EXTENSION OF THE WEST LINE OF SAID BLOCK 36 UNIT 1, SEC. A CHAUTAUQUA "ON THE LAKE'; THENCE ALONG SAID WEST LINE, N 00'01'57'W. 259.70 FEET TO THE SOUTH RIGHT -0F -WAY LINE OF THIRD AVENUE SOUTH, AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID SOUTH RIGHT -OF -WAY LINE, S 89'40'51' E. 260.01 FEET TO THE WEST LINE OF A 60' RIGHT -OF -WAY AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID WEST RIGHT -OF -WAY LINE, S 00'02'20' E. 259.97 FEET TO THE NORTH LINE OF SAID BLOCK 35; THENCE ALONG SAID NORTH LINE, S 89'37'18' E, 111.13 FEET TO THE POINT OF BEGINNING. Together with vacated right -of -way adjacent thereto, as recorded in O.R. Book 8055, Page 1430, O.R. Book 8304, Page 1130., and O.R. Book 6037, Page 2033, all being recorded in the Public Records of Pinellas County, Florida. Wells, Wayne From: Jayne E. Sears [JayneS @jpfirm.com] Sent: Friday, October 21, 2005 8:54 AM To: Wells, Wayne Cc: Sean Cashen; patc @dimmitt.com Subject: BCP2005 -06196 - 25191 U.S. 19 Dec. pdf Attached is the Declaration of Restrictive Covenants recorded in O.R. Book 14691, Page 333. Jayne E. Sears Legal Assistant Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut Street Clearwater, FL 33756 Phone: (727) 461 -1818 Fax: (727) 462 -0365 «Dec . pdf» i r KEN BURKE, CLERK OF COURT PINELLAS COUNTY FLORIDA INST# 2005424432 10/21/2005 at 08:24 AM OFF REC BK: 14691 PG: 333340 DocType:AGM RECORDING: $69.50 This instrument was prepared by and return to: E. D. Armstrong III, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP P. O. Box 1368 Clearwater, FL 33757 -1368 DECLARATION OF RESTRICTIVE COVENANTS KNOW ALL MEN BY THESE PRESENTS THAT: A. LASALLE REALTY, LLC, a Florida limited liability company ( "LaSalle ") is the owner of the land located in Pinellas County, Florida more particularly described on Exhibit "A" attached hereto and incorporated herein ( "Property "); and B. LaSalle entered into a Development Agreement with the CITY OF CLEARWATER, FLORIDA, a political subdivision of the State of Florida ( "City "), dated February 24, 2005, recorded in O.R. Book 14168, Page 712, Public Records of Pinellas County, Florida; C. In accordance with the terms of the Development Agreement, LaSalle has agreed to record a deed restriction affecting the use of the Property; NOW, THEREFORE, in consideration of premises and for other good and valuable consideration, LaSalle, for itself and its successors in title to the Property, does hereby place upon the Property the following covenants to run with the Property in perpetuity: 1. Recitals. The above recitals are true and correct and are incorporated herein by reference. 2. Use Restrictions. The following restrictions shall apply to the development of the Property: a. The Property shall be developed substantially in conformance with the conceptual plan shown on Exhibit "B" attached hereto and incorporated herein ( "Concept Plan "); b. The Property shall be used solely for non- residential off - street parking; c. LaSalle shall maintain 25' landscape buffers around the perimeter of the site as shown on the Concept Plan; d. The use of loud speakers on the Property shall be prohibited; e. Parking of vehicles associated with the automotive service department operated on the adjoining property shall be prohibited; and Lighting on the Property shall be designed and directed in such a manner that light does not intrude beyond the Property. 3. Binding Effect. This Declaration shall constitute a covenant running with the Property, as provided by law, and shall be binding upon the undersigned and all successors in title to the Property, and their heirs, successors and assigns. 4. Modification or Termination. This Declaration may not be modified in any respect whatsoever, or rescinded, in whole or in part, except with the written consent of the City, in a written instrument duly recorded in the Public Records of Pinellas County, Florida. 5. Attorney's Fees, etc. Should any party employ an attorney or attorneys to enforce any -of the provisions hereof, or to protect its interest in any matter arising hereunder, or to recover damages for the breach hereof, the party prevailing shall be entitled to recover from the other party all reasonable costs, charges and expenses, including attorneys' fees, the value of time charged by paralegals and /or other staff members operating under the supervision of an attorney, and other legal costs, expended or incurred in connection therewith, before, during and subsequent to any litigation, including arbitration and appellate proceedings, bankruptcy or similar debtor /creditor proceedings, and proceedings to enforce any indemnity agreement herein contained. E . , IN WITNESS WHEREOF, LaSalle has executed this Declaration this --,�EP/— .2005. WITNESSES: S' nnatur Print name Signature Print name STATE OF FLORIDA COUNTY OF PINELLAS LASALLE REALTY, LLC, a Florida li 'ted liability company By: Richard R. Dim t Manager Date: I /Z `a s Address: 25191 U.S. Hwy. 19 No. Clearwater, FL 33763 The foregoing instrument was acknowledged before me this 9 �!� �/ 2005, by Richard R. Dimmitt, as Manager of LASALLE REALTY, LLC, a Florida limited liability company, on behalf of said company. He [is personally known to me] [firCed asidentificatioal- �1 1 ry Public My commission expires: Exhibit "A" — Legal Description of Property Exhibit "B" — Concept Plan PATRICIAA.CLOUGHSEY : =.; r MY COMMISSION # DD 131209 P EXPIRES: October 21,2006 08/29/05 09:57 AM d -1 V'� o , Bonded Thru Notary Pubfic Underwriters 45147.108284 i#354175 v1 3 , ,, " I EXHIBIT "A" ANNEXATION SITE LOTS 1 TO 9 INCLUSIVE ANDS LOTS 24 TO 32 INCLUSIVE, BLOCK 35, CHAUTAUQUA "ON THE LAKE" UNIT NO. 3, SEC. A. ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 9, PAGE 146, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. AND LOTS 1 THROUGH 7 AND 26 THROUGH 32, BLOCK 36, CHAUTAUQUA SUBDIVISION, UNIT 1 SECTION A AS RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH THAT PORTION OF VACATED FOURTH AVENUE SOUTH RIGHT -OF -WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LESS LANDS AS DESCRIBED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT 24, BLOCK 35, UNIT NO. 3, SEC, A CHAUTAUQUA "ON THE LAKE" AS RECORDED IN PLAT BOOK 9, PAGE 146, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE EAST LINE OF SAID LOTS 24 AND 9, S 00 °01'23" E. 220.00 FEET TO THE SOUTH LINE OF SAID BLOCK 35; THENCE ALONG SAID SOUTH LINE, N 89 °37'18" W, 410.01 FEET TO THE SOUTHWEST CORNER OF SAID BLOCK 35; THENCE ALONG THE WEST LINE SAID BLOCK 35, N 00 °01'16" W, 220.00 FEET TO THE NORTHWEST CORNER OF SAID BLOCK 35, AND THE NORTH LINE LINE OF SAID BLOCK 35; THENCE ALONG SAID NORTH LINE, S 89 °37'17" E, 38.83 FEET TO THE SOUTHERLY EXTENSION OF THE WEST LINE OF SAID BLOCK 36 UNIT 1, SEC. A CHAUTAUQUA "ON THE LAKE "; THENCE ALONG SAID WEST LINE, N 00 °01'57" W, 259.70 FEET TO THE SOUTH RIGHT -OF -WAY LINE OF THIRD AVENUE SOUTH AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID SOUTH RIGHT -OF -WAY LINE, S 89 °40'51" E, 260.01 FEET TO THE WEST LINE OF A 60' RIGHT -OF -WAY AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID WEST RIGHT -OF -WAY LINE, S 00 °02'20" E. 259.97 FEET TO THE NORTH LINE OF SAID BLOCK 35; THENCE ALONG SAID NORTH LINE, S 89 °37'18" E, 111.13 FEET TO THE POINT OF BEGINNING. CONTAINING 3.6217 ACRES, MORE OR LESS Parcel Nos. 32/28116/14940/035 /0010, 32/28/16114940/035 /0240 and 32/28/16/14922/036 /0010 LEGAL DESCRIPTION DIMMITT CADILLAC VEHICLE STORAGE PARKING EXPANSION CITY OF CLEARWATER, FLORIDA FINAL SITE PLAN . SECTION 32, TOWNSHIP 28 S, RANGE 16 E PINELLAS COUNTY, FLORIDA PARCEL ID # 32/28/16/14922/036 /0010, PARCEL ID # 32128/16/14940/035 /0010, PARCEL ID # 32/28/16/14940/035 /0240. LEGAL DESCRIPTION OR 6277. PC 2315 LOTS 1 TO 9 INCLUSIVE AND LOTS 24 TO 32 INCLUSIVE, BLOCK 35. CHAUTAUQUA "ON THE LAKE" UNIT NO. 3, SEC. A. ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 9. PACE 146, PUBLIC RECORDS OF PINELLAS COUNTY; FLORIDA. LEGAL DESCRIPTION OR 6311. PC 2328 LOTS 1 THROUGH 5 AND.26 THROUGH 32, BLOCK 36. CHAUTAUQUA SUBDIVISION. UNIT 1. SECTION A AS RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH VACATED RIGHT —OF —WAY ADJACENT THERETO. CONTAINING 4.28 ACRES± PROJECT LOCATION w� iNTNC �..,1e1v1 n s�a�•r.�wa A r. °`w1,w M 17h11w a}°`mwr.s+s. ra c.r..w vvn a. DIMMITT CADILLAC 25191 US 19 NORTH CLEARWATER, FLORIDA 33763 FAX Phone: (727) )726? 0 0861 . Ou1ICou -Consulting, Inc. Lyd D"k— I Ceeo►ks 1]110ICI02 )ILVD.. MI. 107 �,� pm fxaaro EXHIBIT B SHEET INDEX SHEET: TITLE. I COVER SHEET 2 EXISTING MOUTION CONDITIONS & PLAN E 3 SITE DEVELOPMENT PLAN 4 CONSTRUCTION DETAILS DATE: 04-20-01 \ mƒ § \S § \o§ a a ]q �2 oz �o/ } §�� } � d )\ § �k� A kt� . . 2, - �■s §, ' IAN § - ■e 90|| §b `.�2� § ®§ 'A � � §� ■- 16 k��2 |■.& ■a� § 22r§ ■© & -k§�� � � �� , § § § ■� w§§© ��§§, gBfs§■ § | . ,§�Q § 9 §; ■ an% § §B ®! ©!' §2 ■�■ - §� ® s © ®§ Me �5 §§ ■ & ■% ; ■ §2§ 2 §f § \ mƒ § \S § \o§ a a ]q �2 oz �o/ } §�� } � d )\ § �k� A kt� S , J I :3 I y ^� r cn t'r -'•t: L 3 I z J 't J :DNINOZ JNLLSIX3 I0 :3Sn GWI ONLLSIX3 J i off. �t= nitl�li�l u►uu�► :Sc =Ei4, thlih 1 '� tilt�lf�i� � ' � NHN�N► >vlj;_ r: Ix I t� I z p �z O O A F O j o I J O A < �o a �a o PPR V ppza1 U��S R x dR 19 F u Z H xg gV _ ni O 7p Zv �v J i off. �t= nitl�li�l u►uu�► :Sc =Ei4, thlih 1 '� tilt�lf�i� � ' � NHN�N► >vlj;_ r: Ix I t� I z p �z O O A F O j o I J O A < �o a �a o PPR V ppza1 U��S R x dR 19 eI t ,s:{ E � 1 R it If I !' 1. 1 tl ii'i :1 Rl �i l.j� wl td i l tit rip q t' G � tt d l} 1�l I ol p 1+ 3 qa� li 1;;1 ' _T 5 I Ie�J R 8 i, E call i a ti� ss LJ e C L d c •�� fY= 4 i � i 4—T a a Z 6 a a� a A z Ua� O° �po U r �aae s� d� N NR a3� U OFFICIAL RECORDS AND LEGISLATIVE SERVICES CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 CITY HAIL, 112 SOUTH OSCEOLA AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4090 FAx (727) 562 -4086 Ray Eubanks Department of Community Affairs 2555 Shumard Oak Boulevard Sadowski Building Tallahassee, . FL 32399 Dear Mr. Eubanks: March 15, 2005 7DTi 777) T) MAR 16 2005 Fil/� '%I A &MIMn n fif-vr I ; AST QUPC We are forwarding the recorded document, Development Agreement for Property in the City of Clearwater between the City of Clearwater, Florida, and LaSalle Realty, LLC, dated February 24, 2005. This document has been recorded in Official Records Book 14168, Pages 712 -725, Pinellas County, Florida. If you have any questions, please call 727 - 562 -4092. Sincerely, i CyntlE. Goudeau, CIVIC City Clerk/Legislative Liaison Enclosure cc: Pam Akin, City Attorney Cyndi Tarapani, Director, Planning Department FRANK HIBBARD, MAYOR 1311.1. JONSON, VICE -MAYOR JOHN DORAN, COUNC112,1EMBER HOrr HAMILTON, COUNCILMEAIM ® CARI.EN A. PETERSEN, COUNCIL MEMBF..R ,EQUAL EmPLOYNIENT AND An.-m1ATIVE ACTION EmPLOYTR" War 00, G �L 4n#wlw�- ook- DEVELOPMENT AGREEMENT THIS DEVELOPMENT AGREEMENT ( "AGREEMENT ") is dated a. , 2005, effective as provided in Section 5 of this Agreement, and entered into et een LASALLE REALTY, LLC, a Florida limited liability company ( "OWNER "), and the CITY OF CLEARWATER, FLORIDA, a political subdivision of the State of Florida acting through its City Council ( "COUNCIL "), the governing body thereof ( "CITY "). RECITALS: A. Sections 163.3220 — 163.3243, Florida Statutes, which set forth the Florida Local Government Development Agreement Act ( "ACT "), authorize the CITY to enter into binding development agreements with persons having a legal or equitable interest in real property located within the corporate limits of the City. B. Under Section 163.3223 of the ACT, the CITY has adopted Section 4 -606 of the City of. Clearwater Community Development Code ( "CODE "), establishing procedures and requirements to consider and enter into development agreements. C. OWNER owns approximately 3.66 acres of real property ( "PROPERTY ") located in unincorporated Pinellas County, Florida, more particularly described on Exhibit "A" attached hereto and incorporated herein. D. OWNER or its successor, desires to develop and use the Property for non- residential parking serving the OWNER's adjacent automobile dealership, located in the City limits at 25191 U.S. Highway 19 North, Clearwater, Florida, which development shall generally conform to the concept plan ( "CONCEPT PLAN ") shown on Exhibit "B" attached hereto and incorporated herein. E. The PROPERTY currently has a land use designation of Residential Suburban and is zoned "RR" in Pinellas County. F. In order to use the PROPERTY as non- residential parking, OWNER has requested that the CITY (i) annex the PROPERTY, (ii) rezone the PROPERTY LMDR, (iii) place a land use designation of Residential Low (5.0 units /acre) on the PROPERTY and (iv) approve a Flexible Development Application to allow non - residential off - street parking on the PROPERTY. G. The CITY and OWNER have determined that it would be mutually beneficial to enter into a development agreement governing the matters set forth herein and have negotiated this AGREEMENT in accordance with the CODE and the ACT. H. The CITY has found that the terms of, and future development orders associated with, this AGREEMENT are consistent with the City Comprehensive Plan and the CODE. STATEMENT OF AGREEMENT In consideration of and in reliance upon the premises, the mutual covenants contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto intending to be legally bound and in accordance with the ACT, agree as follows: SECTION 1. RECITALS The above recitals are true and correct and are a part of this AGREEMENT. SECTION 2. INCORPORATION OF THE ACT This AGREEMENT is entered into in compliance with and under the authority of the CODE and the ACT, the terms of which as of the date of this AGREEMENT are incorporated herein by this reference and made a part of this AGREEMENT. Words used in this AGREEMENT without definition that are defined in the ACT shall have the same meaning in this AGREEMENT as in the ACT. SECTION 3. PROPERTY SUBJECT TO THIS AGREEMENT The PROPERTY is subject to this AGREEMENT. SECTION 4. OWNERSHIP The PROPERTY is owned in fee simple by OWNER. SECTION 5. EFFECTIVE DATE /DURATION OF THIS AGREEMENT 5.1 This AGREEMENT shall become effective as provided for by the ACT and shall be contingent upon 5.1.1 Obtaining final approval, and effectiveness of annexation of the PROPERTY into the City with a land use designation of Residential Low and a zoning designation of LMDR and flexible development approval to allow non - residential off - street parking as requested on the PROPERTY. 5.2 This AGREEMENT shall continue in effect until terminated as defined herein but for a period not to exceed ten (10) years. SECTION 6. OBLIGATIONS UNDER THIS AGREEMENT 6.1 Obligations of the OWNER 6.1.1. Binding Obligations The obligations under this AGREEMENT shall be binding on OWNER, its successors or assigns. 6.1.2. Development Review Process At the time of development of the PROPERTY, OWNER will submit such applications and documentation as are required by law and shall comply with the City's CODE applicable at the time of development review. OA 6.1.3. Development Restrictions The following restrictions shall apply to development of the PROPERTY: 6.1.3.1 The PROPERTY shall be developed substantially in conformance with the CONCEPT PLAN. The population density, building intensity and building heights are not required to be shown on the CONCEPT PLAN because the project is a parking area. 6.1.3.2 The PROPERTY shall be used solely for non - residential off - street parking. 6.1.3.3 OWNER shall maintain 25' landscape buffers around the perimeter of the site as shown on the CONCEPT PLAN. 6.1.3.4 The use of loud speakers on the PROPERTY shall be prohibited. 6.1.3.5 Parking of vehicles associated with the service department on the PROPERTY shall be prohibited. 6.1.3.6 Lighting on the PROPERTY shall be designed and directed in such a manner that light does not intrude beyond the PROPERTY. 6.1.4 Recording of Deed Process Prior to issuance of the first building permit for the PROPERTY, Owner shall record a deed restriction encumbering the PROPERTY, which deed restriction shall be approved as to form by the City Attorney (which approval shall not be unreasonably withheld) and which will generally describe the development limitations of this AGREEMENT. The deed restriction shall be perpetual and may be amended or terminated only with the consent of the CITY, which consent shall not be unreasonably withheld. 6.2. Obligations of the City 6.2.1 Concurrent with the approval of this AGREEMENT, the COUNCIL shall promptly process amendments to the land use plan and zoning designation for the PROPERTY as set forth in Recital F above, all in accordance with the CODE.. 6.2.2 CITY will promptly process site and construction plan applications for the PROPERTY that are consistent with the Comprehensive Plan and the CONCEPT PLAN and that meet the requirements of the CODE. 6.2.3 The final effectiveness of the redesignations referenced in Section 6.2.1. is subject to: 6.2.3.1 The provisions of Chapter 166 and 163, Florida Statutes, as 3 they may govern such amendments; and 6.2.3.2 The expiration of any appeal periods or, if an appeal is filed, at the conclusion of such appeal. SECTION 7. PUBLIC FACILITIES TO SERVICE DEVELOPMENT The following public facilities are presently available to the PROPERTY from.the sources indicated below. Development of the PROPERTY will be governed by the concurrency ordinance provisions applicable at the time of development approval. With respect to transportation, the concurrency provisions for the proposed development have been met. There are no new public facilities required to be constructed by the OWNER which would require a form of guarantee of payment. 7.1. Potable water is available from the CITY. The OWNER shall be responsible for all necessary main extensions and applicable connection fees. 7.2. Sewer service is currently provided by the CITY. The OWNER shall be responsible for all necessary main extensions and applicable connection fees. 7.3. Fire protection from the CITY. 7.4. Drainage facilities for the PROPERTY will be provided by OWNER. SECTION 8. REQUIRED LOCAL GOVERNMENT _PERMITS The required local government development permits for development of the PROPERTY include, without limitation, the following: . 8.1. Site plan approval(s) and associated utility licenses and right -of -way utilization permits; 8.2. Construction plan approval(s); 8.3. Building permit(s); and 8.4. Certificate(s) of occupancy. SECTION 9. CONSISTENCY The CITY finds that development of the PROPERTY consistent with the terms of this AGREEMENT is consistent with the City Comprehensive Plan. SECTION 10. TERMINATION 10.1. If OWNER's obligations set forth in this AGREEMENT are not followed. in a timely manner, as determined by the City Manager, after notice to OWNER and an opportunity to be heard, existing permits shall be administratively suspended and issuance of new permits suspended until OWNER has fulfilled its obligations. Failure timely to fulfill its 0 obligations may serve as a basis for termination of this AGREEMENT by the CITY, at the discretion of the CITY and after notice to OWNER and an opportunity for OWNER to be heard. SECTION 11. OTHER TERMS AND CONDITIONS 11.1. Except in the case of termination, until ten (10) years after the date of this AGREEMENT, the PROPERTY shall not be subject to downzoning, unit density reduction, or intensity reduction, unless the CITY has held a public hearing and determined: 11.1.1 That substantial changes have occurred in pertinent conditions existing at the time of approval of this AGREEMENT; or 11.1.2 This AGREEMENT is based on substantially inaccurate information provided by OWNER; or 11.1.3 That the change is essential to the public health, safety or welfare SECTION 12. COMPLIANCE WITH LAW The failure of this AGREEMENT to address any particular permit, condition, term or restriction shall not relieve OWNER from the necessity of complying with the law governing such permitting requirements, conditions, terms or restrictions. SECTION 13. NOTICES Notices and communications required or desired to be given under this Agreement shall be given to the parties by hand delivery, by nationally recognized overnight courier service such as Federal Express, or by certified mail, return receipt requested, addressed as follows (copies as provided below shall be required for proper notice to be given): If to OWNER: LaSalle Realty, LLC Attention: Richard R. Dimmitt 25191 U.S. Highway 19 North Clearwater, FL 33763 With copy to: E. D. Armstrong III, Esquire Johnson, Pope, Bokor, Ruppel & Burns, LLP 911 Chestnut St. Clearwater, FL 33756 If to CITY: City Council of City of Clearwater c/o City Manager 112 South Osceola Avenue P. 0. Box 4748 Clearwater, FL 33756 5 Properly addressed, postage prepaid, notices or communications shall be deemed delivered and received on the day of hand delivery, the next business day after deposit with an overnight courier service for next day delivery, or on the third (3rd) day following deposit in the United States mail, certified mail, return receipt requested. The parties may change the addresses set forth above (including the addition of a mortgagee to receive copies of all notices), by notice in accordance with this Section. SECTION 14. INTENTIONALLY OMITTED. SECTION 15. MINOR NON - COMPLIANCE OWNER will not be deemed to have failed to comply with the terms of this AGREEMENT in the event such non - compliance, in the judgment of the City Administrator, reasonably exercised, is of a minor or inconsequential nature. SECTION 16. COVENANT OF COOPERATION The parties shall cooperate with and deal with each other in good faith and assist each other in the performance of the provisions of this AGREEMENT and in achieving the completion of development of the PROPERTY. SECTION 17. APPROVALS Whenever an approval or consent is required under or contemplated by this AGREEMENT such approval or consent shall not be unreasonably withheld, delayed or conditioned. All such approvals and consents shall be requested and granted in writing. SECTION 18. COMPLETION OF AGREEMENT Upon the completion of performance of this AGREEMENT or its revocation or termination, a statement evidencing such completion, revocation or termination shall be signed by the parties hereto and recorded in the official records of the CITY. SECTION 19. ENTIRE AGREEMENT This AGREEMENT (including any and all Exhibits attached hereto all of which are a part of this AGREEMENT to the same extent as if such Exhibits were set forth in full in the body of this AGREEMENT), constitutes the entire agreement between the parties hereto pertaining to the subject matter hereof. SECTION 20. CONSTRUCTION The titles, captions and section numbers in this AGREEMENT are inserted for convenient reference only and do not define or limit the scope or intent and should not be used in the interpretation of any section, subsection or provision of this AGREEMENT. Whenever the context requires or permits, the singular shall include the plural, and plural shall, include the singular and any reference in this AGREEMENT to OWNER includes OWNER's successors or assigns. This AGREEMENT was the production of negotiations between representatives for the CITY and OWNER and the language of the Agreement should be given its plain and ordinary meaning and should not be construed against any party hereto. If any term or provision of this AGREEMENT is susceptible to more than one interpretation, one or more of which render it valid and enforceable, and one or more of which would render it invalid or unenforceable, such n term or provision shall be construed in a manner that would render it valid and enforceable. SECTION 21. PARTIAL INVALIDITY If any term or provision of this AGREEMENT or the application thereof to any person or circumstance is declared invalid or unenforceable, the remainder of this AGREEMENT, including any valid portion of the invalid term or provision and the application of such invalid term or provision to circumstances other than those as to which it is held invalid or unenforceable, shall not be affected thereby and shall with the remainder of this AGREEMENT continue unmodified and in full force and effect. Notwithstanding the foregoing, if such responsibilities of any party thereto to the extent that the purpose of this AGREEMENT or the benefits sought to be received hereunder are frustrated, such party shall have the right to terminate this AGREEMENT upon fifteen (15) days notice to the other parties. SECTION 22. CODE AMENDMENTS Subsequently adopted ordinances and codes of the CITY which are of general application not governing the development of land shall be applicable to the PROPERTY, and such modifications are specifically anticipated in this AGREEMENT. SECTION 23. GOVERNING LAW This AGREEMENT shall be governed by and construed in accordance with the laws of the State of Florida without regard to the conflict of laws principles of such state. SECTION 24. COUNTERPARTS This AGREEMENT may be executed in counterparts, all of which together shall continue one and the same instrument. IN WITNESS WHEREOF, the parties have hereto executed this AGREEMENT the date and year first above written. [End of Substantive Provisions, Signature Page to follow.] 7 WITNESSES: Printed Name: Printed Name: LASALLE REALTY, LLC F a Florida limited liability company Richard R. Dimmi Manager CITY OF CLEARWATER, FLORIDA By: 41�� a,4�- rank Hibbard, Mayor Attest: I&It, Z. h,�� Cy t is E. Goudeau, City Clerk Approved as to Form: —a w, POP . my ' O Leslie D. •. .- . By: &"- William B. "Horne II City Manager. STATE OF FLORIDA CITY OF PINELLAS The foregoing instrument was acknowledged before me this 16th day of February , 2005, by Richard R. Dimmitt, as Manager of LASALLE REALTY, LLC, a Florida limited liability company, on behalf of the corporation, who ❑ is personally known to me or who 0 produced Fla. Driver's License as identification. #D530- 756 -53 -091 -0 STATE OF FLORIDA CITY OF PINELLAS The foregoing 2005 who Blis p rsonally identification. It ••taiY::P e I.IND' R. CUNNINGHAM *: r MY COMMISSION t DD 310910 EXPIRES: July 4, 2008 OF f '. Bcnded Thru Notary public Underwriters instrument was acknowledged before me . this by Frank Hibbard, as Mayor of the City of Clearwater, known to me or who ❑ produced o�Y P11 o9nise A. VVilson d *' COmmitgion # 00296233 June 18, 2008 a ��`cr �1roy�+•i 01/14/05 04:57 PM 45147.108284 #326247 v3 - Northstar /Dev Agt Notary Public Print Named f y day of Florida, EXHIBIT "A" ANNEXATION SITE LOTS 1 TO 9 INCLUSIVE ANDS LOTS 24 TO 32 INCLUSIVE, BLOCK 35, CHAUTAUQUA "ON THE LAKE" UNIT NO. 3, SEC. A, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 9, PAGE 146, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. AND LOTS 1 THROUGH 7 AND 26 THROUGH 32, BLOCK 36, CHAUTAUQUA SUBDIVISION, UNIT 1 SECTION A AS RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. TOGETHER WITH THAT PORTION OF VACATED FOURTH AVENUE SOUTH RIGHT -OF -WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LESS LANDS AS DESCRIBED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT 24, BLOCK 35, UNIT NO. 3, SEC. A CHAUTAUQUA "ON THE LAKE" AS RECORDED IN PLAT BOOK 9, PAGE 146, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE ALONG THE EAST LINE OF SAID LOTS 24 AND 9, S 00 "01'23" E, 220.00 FEET TO THE SOUTH LINE OF SAID BLOCK 35; THENCE ALONG SAID SOUTH LINE, N 89 °37'18" W, 410.01 FEET TO THE SOUTHWEST CORNER OF SAID BLOCK 35; THENCE ALONG THE WEST LINE SAID BLOCK 35, N 00 °01'16" W, 220.00 FEET TO THE NORTHWEST CORNER OF SAID BLOCK 35, AND THE NORTH LINE LINE OF SAID BLOCK 35; THENCE ALONG SAID NORTH LINE, S 89 °37'17" E, 38.83 FEET TO THE SOUTHERLY EXTENSION OF THE WEST LINE OF SAID BLOCK 36 UNIT 1, SEC. A CHAUTAUQUA "ON THE LAKE "; THENCE ALONG SAID WEST LINE, N 00 °01'57" W, 259.70 FEET TO THE SOUTH RIGHT -OF -WAY LINE OF THIRD AVENUE SOUTH AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID SOUTH RIGHT -OF -WAY LINE, S 89 °40'51" E, 260.01 FEET TO THE WEST LINE OF A 60' RIGHT -OF -WAY AS RECORDED IN OFFICIAL RECORDS BOOK 8304, PAGE 1130; THENCE ALONG SAID WEST RIGHT -OF -WAY LINE, S 00 °02'20" E, 259.97 FEET TO THE NORTH LINE OF SAID BLOCK 35; THENCE ALONG SAID NORTH LINE, S 89 °37'18" E, 111.13 FEET TO THE POINT OF BEGINNING. CONTAINING 3.6217 ACRES, MORE OR LESS Parcel Nos. 32/28/16/14940/035 /0010, 32/28/16/14940/035 /0240 and 32/28/16/14922/036 /0010 LEGAL DESCRIPTION DIMMITT CADILLAC VEHICLE STORAGE PARKING EXPANSION CITY OF CLEARWATER, FLORIDA FINAL SITE PLAN SECTION 32, TOWNSHIP 28 S, RANGE 16 E PINELLAS COUNTY, FLORIDA PARCEL ID 132/21116/14122/016/1,11, U, PARCEL ID # 32/28/16/14940/035 /0010, PARCEL ID # 32/28/16/14940/035 /0240. LEGAL DESCRIPTION OR 6277, PG 2315 LOTS 1 TO 9 INCLUSIVE AND LOTS 24 TO 32 INCLUSIVE, BLOCK 35, CHAUTAUQUA "ON THE LAKE" UNIT NO. 3, SEC. A. ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 9. PAGE 146, PUBLIC RECORDS OF PINELLAS COUNTY; FLORIDA. LEGAL DESCRIPTION OR 6311, PG 2328 LOTS 1 THROUGH 5 AND-26 THROUGH 32, BLOCK 36, CHAUTAUQUA SUBDIVISION, UNIT 1, SECTION A AS RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH VACATED RIGHT —OF —WAY ADJACENT THERETO. CONTAINING 4.28 ACRESt PROJECT LOCATION W A R N I N G aawu.era .e w.�.wt a.>t x or.' ba OOMUf�a!�I,M,s��we ux�in �rwi�i DIMMITT CADILLAC 25191 US 19 NORTH CLEARWATER, FLORIDA 33763 Phone: (727) 797 -7070 FAX: (727) 726 -0861 h.'t1Y:Y:'1' 114mr.A SHEET • TITLE. 1 COVER SHEET 2 EXISTING CONDITIONS do DEMOLITION PLAN 3 SITE DEVELOPMENT PLAN 4 CONSTRUCTION DETAILS Cit f Coast Consulting, Inc. Lwd D.wtopmat Coo�Yh{ isess smrat.w., euir ws f ..n.r., a.da n.: (727)3N-1111 "'o 11 u 64-04 1 EXHIBIT B EMI v r b aye ap� C .. x A -1 V o O2 O H r �n o X z �d O z .I • J j Lx� A^'1C�Z g _ � M Algim 1n a yog� �o°s0� K�om Oz� �a es i��o NE OR Yreq`�O$ USAF °a go m zK9� N �o Ap _� Oo� A01'O < �'� CwQ AAnO mft O1og�j ay �oS a €c <eSiO�yy °y° �'saew� ° O sOZC 1tl Z][Zy �y �- y0 N E Es d mud ro- y y� Od r �y QA N M 0 z x iP 4 s. $po DAB rp _ _AA.EA T)p I N4 pD0 LO LO SVO fill,, o o '00 o 70 i O Q N n:L Z V z Z Z >wsx O t N d 1 V1 > 40x ; _ j _ 2 m�Z ti p -- 'tl ♦ $ C Y c j t Oil at � p N pNo Z = 2 O F As EXISTING LAND USE: CL E>aSTING ZONING: C ` s. -X1 3 SPARKING _ _AA.EA T)p I �'� �i`fa�r I = � I zee ■ fill,, a x' :; --u d yMy� ap Q '" AAD�yy w A tri x tri y OOW � t=1 �Z ZO r LI D I I a° \ � M ri 1 1A s" = 111f14 . jail €1RI ' -1' A D i s = � i Z N i(E all � pp D i Z el }E � s °iii ` •' a x � s" = 111f14 . jail €1RI ' -1' 12 s t �g i . g n k i �p f t q; ml F R f T r ' E f9 � (L f j i iLL' t � f= ` y s'� Q�f ; y I� �Ij�E� P� iEi p: R �t'ji[ I`'° !r fit Y/+ 'E E i op �—!c � � if b P 41 N 111f14 . €1RI ' -1' 12 s P� iEi p: R �t'ji[ I`'° !r fit Y/+ 'E E i op �—!c � � if b P 41 N 111f14 . €1RI ' -1' 12 s i• :r: �g T: . g i(E all t� if fill i P_ 0-;-/f CDB Meeting Date: January 18, 2005 Case Number: DVA2004 -00003 Agenda Item: F3 (Related to E2, F1 and F2) Owner /Applicant: LaSalle Realt.. Representative: E.D. Armstrong III (Johnson, Pope, Bokor, Ruppel & Burns, LLP.) Address: 25191 U.S. Highway 19 North CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Review and recommendation to the City Council of a Development Agreement between LaSalle Realty, LLC and the City of Clearwater which provides for the use of the property located at 25191 U.S. Highway 19 North within the Low Medium Density Residential (LMDR) District as -a non - residential off - street parking facility, provides a minimum time frame for which the property may be used as a parking facility and landscape requirements. EXISTING ZONING/ LAND USE: R -R, Rural Residential District (County), Open Space /Recreation (OS /R) District (City of Clearwater) and Commercial (C) District (City of Clearwater) and Residential Suburban (RS) Classification (County and City) Category PROPOSED ZONING / Low Medium Density Residential (LMDR) District; Residential Low LAND USE: (RL) Category (pending ANX2004 -08013 and LUZ2004- 08006) PROPERTY SIZE: 4.28 acres PROPERTY USE: Current Use: Non - residential off - street parking facility Proposed Use: Non - residential off - street parking facility (285 spaces) ADJACENT ZONING/ North:. Commercial District; Vehicle sales and display /vacant LAND USES: East: R -R, Rural Residential District (County); Single - family dwelling/vacant South: Open Space /Recreation (OS /R) District; vacant West: Commercial District; Vehicle sales and display Staff Report — Community Development Board — January 18, 2005 — DVA2004 -00003 - Page l 4F t,. CHARACTER OF THE IMMEDIATE VICINITY: The Dimmitt car dealership abuts to the west. The surrounding area to the northeast, east and southeast is sparsely developed with detached dwellings and is otherwise vacant. The area is intensely developed with predominantly commercial uses including vehicle sales and display, retail and offices to the west along U.S. Highway 19 North. ANALYSIS: The 4.28 -acre site is located at the western terminus of Chautauqua Avenue approximately 550 feet east of U.S. Highway 19 North. The area is intensely developed with predominantly commercial uses including vehicle sales and display, retail and offices to the west along U.S. Highway 19 North. Single- family dwellings exist to the east and farther to south. A single - family development is currently under construction to the northeast. The site consists of three parcels that have been used as an unimproved off - street parking facility within unincorporated Pinellas County. The applicant has submitted applications for Annexation, Future Land Use Plan and Zoning Atlas amendments. The existing parking lot is and has historically been used in conjunction with Dimmitt Cadillac car dealership immediately adjacent to the west as a non - residential off - street parking facility. The applicant proposes to improve the existing non - residential off - street parking facility by providing a solid wood fence six feet in height with extensive buffer landscaping on the exterior along the front (north and east) property lines along Third and Fourth Avenues South, respectively and side (east and south) property lines. In addition, the parking lot will be fully improved with paved drive aisles and stripped, Code - compliant parking areas. Finally, the parking lot will only be accessible from the Dimmitt Cadillac site to the west with the existing access point along Fourth Avenue South closed off and no future access points from any abutting street proposed. The details of these improvements are fully described within the Staff report in association with case FLD2004- 08061. The Development Agreement will continue in effect for 10 years. Development Agreement Request The proposed Development Agreement requires the applicant to develop and use the subject site as a 285 -space non - residential off - street parking facility serving the adjacent vehicle sales and display use located immediately adjacent to the west at 25191 U.S. Highway 19 North. The City will process the Flexible Development (see case FLD2004- 08061), Annexation (see case 2004 - 08013) and Zoning and Comprehensive Plan amendment (see case LUZ2004- 08006) requests submitted by the applicant for the subject site. Additional provisions of the agreement will restrict the use of the subject site and protect the surrounding residentially used properties and include: 1. The agreement will be in effect for a period of 10 years;. 2. That the property will be used solely for non - residential off - street parking; 3. A landscape buffer not less than 25 feet in width be located along all street frontages; 4. That the use of loud speakers will be prohibited; Staff Report — Community Development Board — January 18, 2005 — DVA2004 -00003 - Page 2 J 1 5. That the parking of vehicles associated with the service department on the site will be prohibited; 6. That lighting on the site will be designed and directed in such a manner that light does not intrude beyond the site boundaries; and 7. That a deed restriction which lists all restriction outlined in the agreement be recorded prior to the issuance of any permits. CONSISTENCY WITH CITY'S COMPREHENSIVE PLAN: [Section 4 -606XI The proposed Development Agreement is consistent with and furthers the following goals, policies and objectives of the City of Clearwater Comprehensive Plan: 2.0 Goal - The City of Clearwater shall utilize innovative and flexible planning and engineering practices, and urban design standards in order to protect historic resources, ensure neighborhood preservation, redevelop blighted areas, and encourage infill development. 2.1 Objective —The City of Clearwater shall continue to support innovative planned development and mixed land use development techniques in order to promote infill devel- opment that is consistent and compatible with the surrounding environment. 2.2.1 Policy - On a continuing basis, the Community Development Code and the site plan approval process shall be utilized in promoting infill development and/or planned devel- opments that are compatible. 2.4 Objective — Compact urban development within the urban service area shall be promoted through application of the Clearwater Community Development Code. 3.0 Goal — A sufficient variety and amount of future land use categories shall be provided to accommodate public demand and promote infill development. 4.2 Objective - All development or redevelopment initiatives within the City of Clearwater shall meet the minimum landscaping / tree protection standards of the Community Devel- opment Code in order to promote the preservation of existing tree canopies, the expansion of that canopy, and the overall quality of development within the City. 4.2.1 Policy - All new development or redevelopment of property within the City of Clearwater shall meet all landscape requirements of the Community Development Code. 5.0 Goal - The city shall not permit development to occur unless an adequate level of service is available to accommodate the impacts of development. Areas in which the impact of exist- ing development exceed the desired levels of service will be upgraded consistent with the target dates for infrastructure improvements included in the applicable functional plan ele- ment. Staff Report — Community Development Board — January 18, 2005 — DVA2004 -00003 - Page 3 5.1.1 Policy - No new development or redevelopment will be permitted which causes the level of City services (traffic circulation, recreation and open space, water, sewage treatment, gar- bage collection, and drainage) to fall below minimum acceptable levels. However, devel- opment orders may be phased or otherwise modified consistent with provisions of the con - currency management system to allow services to be upgraded concurrently with the im- pacts of development. SUMMARY AND RECOMMENDATION: The application and supporting materials were reviewed by the Development Review Committee on December 2, 2004. The Planning Department recommends the following action on the request: Recommend APPROVAL of the Development Agreement as outlined above. with the following bases: Bases for Approval: 1. The Development Agreement is consistent with and furthers the goals, policies and objectives of the Comprehensive Plan. 2. The Development Agreement complies with the standards and criteria of Section 4 -606. 3. The Development Agreement implements and formalizes the requirements for the construction of site improvements under the related site plan proposal (FLD2004- 08061). Prepared by: Planning Department Staff: " Mark T. Parry, Planner III ATTACHMENTS: Development Agreement Aerial Photograph of Site and Vicinity Location Map Zoning Atlas Map Future Land Use Map Application S: (Planning Department)C D B I Dev. Agreement) US Hwy 19 N 25191 Dimmeth US Hwy 19 N 25191 STAFF REPORT. doc Staff Report — Community Development Board — January 18, 2005 — DVA2004 -00003 - Page 4 h NvEETGUM WAY S m (y z8 � x x DYU— Owa Ib ❑° M� (DEER RUN a m z� dO PPRKCREEK ; d ENTERPRISE RD E �� w Q m 3 _ 9 1. V RD LL Ah (rZ� CZZ= 6i LR s WW W E E Z m ❑ M W COVIN- > f ¢ w SLUNSTREAM F, V I- � t O .i¢' 461 AVE N O _ 1� WARWICK SUMATRAN � pd w � ASHMORE o THIRD A4E 1y N HILLCREEK CIRS S 0 F� RHODESIAN m 114 AVE Ck S E i N a FIRSf AVE N TRAIL PERSIAN OR PROJECT SITE - M �1 U 7N AVES Q ❑ FRANCISCAN DR i THI p S FLORENTINE WAY FOUR 5 rtT1 P DR REGEN j o UWE FINLANDIA LA CT W CHANCERY 2 ❑ w y BEf1iPNY m WAY RMICK y DR RD lsea N N z i? w I.AY CTS Cl�MDEN Chelse ELYSIUM WOHLD PA,p COLUMBIA DR m D m` ARBEL A CANADIAN WAY BERMUDA C a m BRAZILIA DR AUSTRALIA WAY E BLACKBURN KE NTIXJ dd �o °R CECELIA ROSINWOOD Q ❑ g � HAAS AVE O MARY 9] m Z =w c H-1 g o E PINELPNp RAYMONT DR C.R. 576 31NSET C.R. 576 i Location Map Owner LaSalle Realty, LLC Case: DVA2004 -00003 Property Site: 25191 U.S. Highway 19 North 4.28 Size (Acres): Land Use Zoning PIN: 32/28/16/14940/035 /0010 32/28/16/14940/035 /0240 From : RS R -R (County) 32/28/16/14922/036 /0010 To: RL LMDR Atlas Page: 244A 0 0 �. AA gas. '• ilt{ F' URTH AVE. .rl •7j 'Is ti ' ■ ■ ■ ._. ,._. �1_ " � a 130 .� • .7j � � �' .:' �7 � e ��63i ��' • Rr a *I. I .. , l Aerial Map • 1 I.I.S. Highway • Noth • roperty ?R Size (Acres): • • Use Zoning 32/28/16/14940/035/00 32/28/16/14940/035/0240 From • • 32/28/16/14922/036/0010 • D• Atlas Page: 244A m 8 I I !0 70 20 29.2 1, -9 184 I I 50 I3210 AVE. S. W 63.! 62.6 66 1304 266. I W aos.n � I , m 184.15 x h 3�on I I Q i /pip RS j l ( 3wa 2.60 A c (c, ! �l r�- 1.68 A c (c) N 1 2 3 4 5 6.1 ` 71 6 7 8 9 0 11 12 13 14 16 Q 320 z2.s 15 30637 230A5 1&S v THIRD AVE 112( 352(3) VAC '° '° 192( 32H2 260 60 23.8 18 _ 1.13 AC(C) .- I ____ ,32 31 30 29 28 25 24 23 22 21 20 19 352.12 I I r - -I CL I I V- I I I i _�' �4 1 2 4 5 fJ 1613 B 8 9 10 11 12 13 14 ` - -- —I VAC - -' 60 515.8 15 14922] — I 9 M1 60 260 VAC VAC FOURTH AVE. I 69.1 I I ni.l 45 45 255.E 1b , RLi m N 3p; _ I I 32 31 30 29 28 27 2E 25 24 22 X21 20 19 17 N N 50 � I I I I - - - —\ ( ( - - - -1 440 F 1 16 I 1 2 3 4 5 6 LL 7 8 9 10 11 12 1i 14 132(6) N = c i 14£ 0 15 J 2222 . 05 140 95 N � 82466 OS � 33rot WATE 2.64 A c (�i' 498.4(D) 528(3) 105451 4 5 6 7 8 9 1D 11 12 8 130E(S) RS 33A2 1 4se 958 8 2.98 A c (q 130 502 7.1 36.3 238.8 45 RS '4 \ 20 iJ \ TRA\CT 1 Proposed Future Land Use Map Owner LaSalle Realty, LLC Case: DVA2004 -00003 Site: 25191 U.S. Highway 19 North Property 4.28 Size Acres): Land Use Zoning 32/28/16/14940/035 /0010 32/28/16/14940/035 /0240 PIN: From : RS R -R (County) 32/28/16/14922/036 /0010 To: RL LMDR Atlas Page: 244A 1 I n i •._ 15 2f —__ I I 1 � m 90 70 Igo 292 ro I 8 h L'-1 184 9 I I 2ND AVE. S. .5 62.6 66 130.4 306.77 I W 184.75 3VO4 I 2695 f u �— IJ 2.60 Ac(o; 32103 897(s) 71 1.68 A c (c) 1 2 3 4 5 6 7 8 9 0 11 2 13 14 16 1'- VAC Q 320 s 15 306.77 230A5 ,�' V THIRD AVE ^ 80 12 352(6) VAC '� i° 1° '�° 192( 32M2 260 gp 23.8 18 1.13 A c p /'�/ 1 I Al ------ 32 31 30 29 28 ''° � 25 24 23 22 21 20 19 352.12 I 1 I I I I .1 2 3 4 5 6;t 8 9 10 11 12 13 14 —) VAC ` - -- -- - -� 60 515.8 15 149221---1 260 VAC 5 FOURTH AVE. 8 _i � 45 45 259 18 0 I � I I I I m m B0 , I _ I 1 32 31 30 29 28 27 w 2E 25 24 -' 22 21 20 19 17 y I L I 1 50 TIK ip I I m I 1 I 1 2 3 4 5 6 l 6 7 8 9 10 11 12 1� 14 132(6) N = I I `� L i 1�9 0 `" 95 2222 N I I------- _r - -i_1 a 7 140 95 70 P 829.68 QSIR X01 2.64 Ac(8y 498.4(D) 528(s) 1054.51 7 8 9 10 11 12 3302 13os(s) E:- 8 ae 1 958 2.98 A c (c) 130 502 n 731 J 238.8 -� \ 62 45 q \, 2B , ; \, L .. \\ TRACT 1 / \ % \ TRACT 2 Zoning Map Owner LaSalle Realty, LLC Case: DVA2004 -00003 Property Site: 25191 U.S. Highway 19 North 4.28 Size (Acres): Land Use Zoning PIN: 32/28/16/14940/035 /0010 32/28/16/14940/035 /0240 From : RS R -R (County) 32/28/16/14922/036 /0010 To: RL LMDR Atlas Page: 244A 3 IkL 24 2j 17 0 a 09 10 11 -611 21 20 19 17 0 16 !J M 1 1:5. 22-2-2 LaSalle Realty, LLC. DVA2004-00003 25191 U.S. Highway 19 North Photograph Key 0 • 1: View looking southeast from corner of Chautauqua and Third. 3: View looking southwest from northeast side of site. 5: View looking southwest from Fourth. 2: View looking south from Third. 4: View looking southwest from Fourth and Third. 6: View looking east from vacated Chantauqua and Fourth. LaSalle Realty, LLC. DVA2004 -00003 25191 U.S. Highway 19 North - r'S.7" T{'�7 1 t 41i1i ��i .i7, �5 µ 5: View looking southwest from Fourth. 2: View looking south from Third. 4: View looking southwest from Fourth and Third. 6: View looking east from vacated Chantauqua and Fourth. LaSalle Realty, LLC. DVA2004 -00003 25191 U.S. Highway 19 North 7: View looking south along Third. 9: View looking south from center of site. 11: View looking northeast from center of site. 8: View looking southwest from center of site. 10: View looking southeast from west side of site. 12: View looking north from center site. LaSalle Realty, LLC. DVA2004 -00003 25191 U.S. Highway 19 North Printed: 10/7/2004 Times are subject to change DRAFT ACTION AGENDA DEVELOPMENT REVIEW COMMITTEE Thursday, October 7, 2004 9:00 a.m. STAFF REVIEW 3:35 pm Case Number: ANX2004 -08013 -- 25191 US HIGHWAY 19 N Owner(s): La Salle Realty Llc 25191 Us Highway 19 N Clearwater, F133763 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Applicant La Salle Realty Llc 25191 Us Hey 19 N Clearwater, F133763 TELEPHONE: 727 - 791 -4408, FAX: 727 - 726 -0861, E -MAIL: No Email Representative: Ed Armstrong Po Box 1368 Clearwater, F133757 TELEPHONE: 727 - 461 -1818, FAX: 727- 441 -8617, E -MAIL: ed @jpfirm.com Location: 4.28 ACRES LOCATED AT THE TERMINUS OF CHAUTAUQUA AVENUE APPROXIMATELY 550 FEET EAST OF U.S. HIGHWAY 19 NORTH Atlas Page: 244A Zoning District: C, Commercial Request: Annexation of 4.28 -acres to the City of Clearwater to be included as part of a pending land use and zoning case (LUZ2004- 08006). Proposed Use: Non- residential parking Neighborhood No Neighborhood Assocation Data Association(s): Presenter: Mark Parry, Planner III Attendees Included: r` The DRC reviewed this application with the following comments: - General Engineering: 1 . 1) The attached legal needs to be corrected. 2) Sewer and water are available to this site. Applicant will be responsible for main extensions and all applicable connection fees. Development Review Agenda - Thursday, October 7, 2004 - Page 1 2 . 1. Provide a site plan showing dimensioned asphalt parking lot. All parking stalls and drive aisles must comply with -current city parking lot details. Environmental: No Comments Fire: No Comments Harbor Master: No Comments Legal: No Comments Land Resources: No Comments Landscaping: No Comments Parks and Recreation: No Comments Stormwater: No Comments Solid Waste: No Comments Traffic Engineering: No Comments Planning: 1 . clarify what, if any, services are required to be provided for the site (i.e. water, sewer, solid waste) Other: No Comments Notes: 3:35 pm Case Number: DVA2004 -00003 -- 25191 US HIGHWAY 19 N Owner(s): La Salle Realty Llc 25191 Us Highway 19 N Clearwater, Fl 33763 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Development Review Agenda - Thursday, October 7, 2004 - Page 1 Y Applicant Representative: TELEPHONE: TELEPHONE: Location: Atlas Page: 244A Zoning District: C, Commercial Request: Proposed Use: Neighborhood No Neighborhood Assocation Data Association(s): Presenter: Mark Parry, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: No Comments Environmental: No Comments Fire: No Comments Harbor Master: No Comments Legal: 1 . Sections 6.2.1. and 6.2.2: To avoid "contract zoning" attack on Agreement, it is preferable to state "the Council shall Tpromptly process amendment of the land use plan and zoning designation for the Property .... in accordance with its Community Development Code procedures" and "City will promptly process site and construction plan applications that are consistent...." as opposed to agreeing to approve them. The Sarasota County case and another recent case make this office leery of "agreeing" to a certain LUP /zoning designation. 2. D.A. must contain population density and building intensity [4- 606G.d.] 3. See 4- 606G.e. re requirement that D.A. provide for cashier's check, bond or LOC to secure construction of new public facilities and services required to be constructed [if applicable - ? ?]. 4. Right to Cure, Section 14, is NOT something that I recall us having in previous D.A.s, nor is it provided for by Code or statute and I would not recommend it. Section 10, Termination, already has a notice and opportunity to be heard requirement which should prevent arbitrary termination by City. All Exhibits need to be attached. Land Resources: Development Review Agenda - Thursday, October 7, 2004 - Page No Comments Landscaping: No Comments Parks and Recreation: No Comments Stormwater: No Comments Solid Waste: No Comments Traffic Engineering: No Comments Planning: 1 . Extend the timeframe of the development agreement from 5 to 10 years; 2. Prohibit the use of loud speakers in this area of the site; 3 . Increase the amount of landscaping in the 25' setback/buffer around the perimeter of the site; 4. Prohibit the parking of vehicles associated with the service department in this area; and 5 . Provide lighting that does not shine beyond the site and consider using low light poles (app. 12'). Other: No Comments Notes: 3:35 pm Case Number: LUZ2004 -08006 -- 25191 US HIGHWAY 19 N Owner(s): La Salle Realty Llc 25191 Us Highway 19 N Clearwater, F133763 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Applicant Representative: TELEPHONE: TELEPHONE: Development Review Agenda - Thursday, October 7, 2004 - Page 1 Location: Atlas Page: 244A Zoning District: C, Commercial Request: Proposed Use: Neighborhood No Neighborhood Assocation Data Association(s): Presenter: Mark Parry, Planner III Attendees Included: The DRC reviewed this application with the following comments: General Engineering: 1 . No Issues. Environmental: No Comments Fire: No Comments Harbor Master: No Comments Legal: No Comments Land Resources: No Comments Landscaping: No Comments Parks and Recreation: No Comments Stormwater: No Comments Solid Waste: No Comments Traffic Engineering: No Comments Planning: Development Review Agenda - Thursday, October 7, 2004 - Page 1 No Comments Other: No Comments Notes: 4:05 pm Case Number: REZ2004 -08002 -- 2506 COUNTRYSIDE BLVD Owner(s): Executive Corp Clw Inc 2506 Countryside Blvd Clearwater, F133763 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Applicant Executive Corp Clw Inc 5260 S Landings Dr Ariel 704 Fort Myers, F133919 TELEPHONE: No Phone, FAX: 239 - 433 -5966, E -MAIL: No Email Representative: Timothy A Johnson P O Box 1368 Clearwater, F133757 -1368 TELEPHONE: 727 - 461 -1818, FAX: 727 - 462 -0365, E -MAIL: timj @jpfirm.com Location: Atlas Page: 221A Zoning District: OS/R, Open Space/Recreation Dist Request: Proposed Use: Neighborhood No Neighborhood Assocation Data Association(s): Presenter: Attendees Included: The DRC reviewed this application with the following comments: General Engineering: No Comments Environmental: No Comments Fire: No Comments Harbor Master: No Comments Development Review Agenda - Thursday, October 7, 2004 - Page 1 l� Legal: No Comments Land Resources: No Comments Landscaping: No Comments Parks and Recreation: No Comments Stormwater: No Comments Solid Waste: No Comments Traffic Engineering: No Comments Planning: No Comments Other: No Comments Notes: 4:05 pm Case Number: LUZ2004 -08005 -- 2506 COUNTRYSIDE BLVD Owner(s): Executive Corp Clw Inc - 2506 Countryside Blvd Clearwater, F133763 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Applicant Executive Corp Clw Inc 5260 S Landings Dr Ariel 704 Fort Myers, F] 33919 TELEPHONE: No Phone, FAX: 239 - 433 -5966, E -MAIL: No Email Representative: Timothy A Johnson P O Box 1368 Clearwater, Fl 33757 -1368 TELEPHONE: 727 -461 -1818, FAX: 727 - 462 -0365, E -MAIL: timj @jpfirm.com Development Review Agenda - Thursday, October 7, 2004 - Page 1 Location: 42.1- ACRES, LOCATED AT THE NORTHWEST CORNER OF THE COUNTRYSIDE BOULEVARD AND ENTERPRISE ROAD INTERSECTION. Atlas Page: 221A Zoning District: OS /R, Open Space /Recreation Dist Request: (a) Land Use Plan amendment from the Recreation/Open Space (R/OS) Classification to the Residential Urban (RU) Classification; and (b) Rezoning from the Open/Space Recreation (O /SR) District to the Low Medium Density Residential (LMDR) District. Proposed Use: Attached dwellings Neighborhood Woodgate Iii Neighbors Association(s): Clearwater, Fl 33763 2360 Hazlewood Lane TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Attendees Included: The DRC reviewed this application with the following comments: General Engineering: 1 . 1) Prior to submittal of application/plans for building permit, the Engineering Department Staff is requesting a preliminary meeting. Environmental: No Comments Fire: No Comments Harbor Master: No Comments Legal: No Comments Land Resources: No Comments Landscaping: No Comments Parks and Recreation: No Comments Stormwater: 1 . It is recommended that the consultant engineer get with City of Clearwater Engineering and Environmental staff to go over requirements concerning drainage. Specifically the requirements on Development Review Agenda - Thursday, October 7, 2004 - Page I the drainage ditch which is part of Curlew Creek storm water basin. It is critical to get 50 foot of adjacent topo for all the existing condo units adjacent to the proposed development along with floor slab elevations of the buildings. 2. 25 ft buffer between adjacent residential properties. If this 25ft buffer is decreased, then stormwater management facilities will need to be included to mitigate drainage on adjacent property owners. Solid Waste: No Comments Traffic Engineering: 1 . Applicant to mitigate turning movements that are a LOS "F" identified through the Traffic Impact Analysis conducted September 2004 by Florida Design Consultants. LOS must be a "D" or better. 2. Provide design improvements where LOS on each turning movement is below a "D ". Intersection: US l 9 /Countryside Blvd. - Eastbound left turn lane(s) Belcher /SR580 - Northbound Through lane(s); Eastbound Through lane(s); Southbound left turn lane SR580 /Enterprise - Northbound all turning movements. Planning: No Comments Other: No Comments Notes: 4:25 pm Case Number: ANX2004 -08012 -- 1208 CLAIRE DR Owner(s): Richard Stover 11739 Tarpon Springs Road Odessa, Fl 33556 TELEPHONE: 813- 920 -1099, FAX: No Fax, E -MAIL: No Email Applicant Richard Stover 11739 Tarpon Springs Road Representative: Odessa, Fl 33755 TELEPHONE: 813- 920 -1099, FAX: No Fax, E -MAIL: No Email TELEPHONE: Location: 0.212 -ACRES LOCATED ON THE NORTH SIDE OF CLAIRE DRIVE, APPROXIMATELY 550 FEET WEST OF BETTY LANE. Development Review Agenda - Thursday, October 7, 2004 - Page Atlas Page: 269B Zoning District: LMDR, Low Medium Density Residential Request: (a) Annexation of 0.212 -acres to the City of Clearwater; (b) Land Use Plan amendment from the Residential Low (RL) Category (County) to the Residential Low (RL) Category (City of Clearwater); and (c) Rezoning from the R3, Single Family Residential District (County) to the Low Medium Density Residential (LMDR) District (City of Clearwater). Proposed Use: Detached dwelling Neighborhood No Neighborhood Assocation Data Association(s): Presenter: Attendees Included: The DRC reviewed this application with the following comments: General Engineering: 1 . .1) Sewer impact fee due prior to connection; based on domestic water meter size. Environmental: No Comments Fire: No Comments Harbor Master: No Comments Legal: No Comments Land Resources: No Comments Landscaping: No Comments Parks and Recreation: No Comments Stormwater: No Comments Solid Waste: No Comments Traffic Engineering: Development Review Agenda - Thursday, October 7, 2004 - Page 1 No Comments Planning: No Comments Other: No Comments Notes: Development Review Agenda - Thursday, October 7, 2004 - Page 1 ORIGINAL Gulf Coast Consulting, Inc. DRAINAGE DESIGN REPORT FOR: D mmitt Cadillac Vehicle Parking Expansion Site CLIENT: Dimmitt Cadillac 25191 US 19 North Clearwater, FL 33763 Phone : (727) 797 -7070 SUBMITTED TO: City of Clearwater Southwest Florida.Water Management District PREPARED BY: Gulf Coast Consulting, Inc. 13825 ICOT Boulevard Suite 605 Clearwater, Florida 33760 Ph: (727) 524 -1818 September 2004 GCC PROJECT No. 04 -041 Ca� Table of Contents Part A — General Information: General Overview & Project Summary ..................... ............................... i -ii �� Location Map ............................................... ............................... 1 AerialPhotograph ........................................ ............................... 2 SWFWMD Aerial Photograph ............... ............................... ......... 3 FEMAFlood Map ......................................... ............................... 4 SCSSoils Map .............. ........................... ............................... 5 Part B — Drainage Calculations: Pre & Post Development Conditions: Pre -Post Development Drainage Basin Map ............... ............................... 6 Pre -Post Development Rational Method Drainage Calculations .........................7 -10 Part C — Water Quality Drainage Calculations Pond Treatment Volume Calculations .................. ............................... 11 Modret Drawdown Analysis .................................... .............................. 12 -16 Part D — Other Information: Operation & Maintenance Instructions.......... 17 -20 Alligator Creek Watershed Study Exhibits and Tables .. .............................. 21 -30 EXHIBITS Exhibit A --- Geotechnical Report PROJECT SUMMARY GENERAL OVERVIEW The approximate 4.28 acre property is located east of the Dimmitt Cadillac dealership, west of Lakeshore Drive / Chautauqua Avenue and south of Third Avenue South (aka Lakeshore Drive) Chautauqua Avenue in Pinellas County, Florida. The site topography and sheetflow runoff slopes from elevation 90.5 to elevation.87, draining from north to south towards an existing depressional area south of the site. SOILS The on -site soils as identified in the Pinellas County Soil Survey (1972) consist of the following: UNIT SOIL NAME & DESCRIPTION My Myakka fine sand: A nearly level and poorly drained sandy soil is on broad plain on the flatwoods on 0 to 2% slopes. The water table is within a depth of 10 inches for 1 or 4 months during wet periods and below 40" during droughty periods. This soil is within Hydrologic Soils Group B /D. CALCULATIONS: Design Criteria: Stormwater management for this site falls under the jurisdiction of the. SWFWMD and the City of Clearwater. The positive discharge from the site will be controlled for the system and directed into the existing depressional area south of the site which eventually discharges into Channel B as part of the Alligator Creek drainage basin which ultimately drains into Tampa Bay. The stormwater design criteria for the three agencies are as follows: • SOUTHWEST FLORIDA WATER MANAGEMENT DISTICT • Pre - development curve number based on existing conditions. • Treatment of first half -inch of rainfall for the Drainage Retention Area using percolation through clean sands as treatment. • Percolation of entire treatment volume within 72 hours for exfiltration • 4:1 side slopes. • Attenuation of 25 yr — 24 hr storm such that proposed 25 yr peak flow is less than existing 25 yr peak flow. • Compensation for any historic floodplain storage encroachment. The soils, per the SCS Soil Survey of Pinellas County, is Myakka fine sands. The existing surface features are mildly sloped from north to south ,through fairly good grassed vegetation with scattered pine trees and stabilized shell parking area. The pre - developed runoff rates were determined using a 25 year, 24 hour storm event, required by the City of Clearwater and SWFWMD. POST - DEVELOPMENT ANALYSIS The subject site in the post condition proposes a paved vehicle parking expansion area which is proposed to drain to the Retention Area located to the south of the site. Water quality will be provided within this dry retention area above the Seasonal High Water elevation. Water quality within this retention area will be provided by percolation through the clean sand bottom of this retention area. DRAINAGE SUMMARY The 25 -Year / 24 -Hour Post - developed peak discharge rate to the offsite depressional area (which drains to Channel A of Alligator Creek) of 3.10 cfs (SEE PAGE 10) does not exceed the allowable 25 -Year / 24 -Hour pre - development peak discharge of 9.91 cfs (SEE PAGE 9) The proposed project can fimction during the post twenty -five storm event, with no adverse upstream or downstream impacts. Water quantity, and quality requirements are met for the proposed surface water system, and adheres to the requirements of the City of Clearwater and the Southwest Florida Water Management District. FLOODPLAIN Elevation 86.9 is the Peak Water elevation for Lake Chautauqua for the Existing Conditions Flood Elevation for the 100 -Year Storm event as determined by the Comprehensive Watershed Management Plan for the Alligator Creek Watershed, Volume 1 as prepared by Parsons Engineering Science, Inc., 1997. The 100 -Year flood stage at McCormick Drive is at elevation 85.3. The depressional area located to the south of this site is denoted as Junction No. B0242 and connects to a depressional area B0230 with the 100 -Year storm peak stage at elevation 85.3 and is part of Basin B0230. Therefore, the 100 -year Floodplain for the depressional area south of this site is at approximate elevation 85.3 and we are not proposing an fill encroachment below elevation 86.5 in this area. Therefore, there should not be any floodplain impacts or encroachments from fill from existing ground up to this 100 -Year Flood Elevation at 85.3. ii D ROJECT -OCATION y i t 2 a ; J A IT n� 4 Mh a r T 1 73 O/ 4 BUJ tl - t`�i r� 0 ... ; WA �t _ -:. f 70 D 1T DE AIL S _IUD 4 n V 11_, lam i 5 = em_*_- Pa_c04-04___,04-G4i_._ PARKING Lot 2-dwmuXIt __ .m )� �} ;2 §[ k §({ ■_ �[ d =� § / § \i S \ k. k §� § k .| \ \z: ,� § \ | 1» | , L�� | | | | |� §!��§ ; ■� | | |f��|! || ■� |t��§ |$ || || | | §Mi ■|■ |- �| E | � � . sm"m � . \/- \/ d \• § . } . -- &. \ \z: EamG LAND USE: CL Gs»GZ c ,� § \ | 1» | , L�� | | | | |� §!��§ ; ■� | | |f��|! || ■� |t��§ |$ || || | | §| | ■|■ |- �| E | � � . \/- \/ d \• § . } ' E \ \ \ 7 EamG LAND USE: CL Gs»GZ c �� � %� %� ,� § \ | 1» | , L�� | | | | |� §!��§ �� � %� %� ,� § �f %■■. � , L�� | | | | |� §!��§ ; ■� | | |f��|! || ■� |t��§ |$ || || | | §| | ■|■ |- �| E | . � � } \: . � \�. . .� . � � � � � 4 , (�9 STORMWATER CALCULATIONS PROJECT NAME: Dimmitt Cadillac Parking Expansion PROJECT NUMBER . 04 -041 FILENAME: Y:\PINELLAS\Dimmitt Parldng (04- 041)\Drainage \[Mod Rat calcs — Dimmitt Site.xls]STORM6 PRE - DEVELOPMENT CONDITIONS AREA PRODUCT LAND USE (ft^2) 'C' C x A ]MPERVIOUS 18,000 0.90 16,200 PERVIOUS 168,436 0.25 42,109 (Type D Soils) POND 0 1.00 0 TOTAL 186,436 58,309 'C' AVERAGE = 0.31 CONCENTRATION TDAE '= 15 MINUTES STORMWATER CALCULATIONS PROJECT NAME: Dimmitt Cadillac Parking Expansion PROJECT NUMBER: 04 -041 FILENAME: Y:\PINELLAS\Dimmitt Parking (04- 041)\Drainage \[Mod Rat calcs- -Dimmi 05:12 PM POST - DEVELOPMENT CONDITIONS AREA PRODUCT LAND USE (ft-2) 'C' C x A IMPERVIOUS 112,948 0.90 101,653 PERVIOUS 58,538 0.25 14,635 (Type D Soils) STORM WATER POND (DRY) 14,950 1.00 14,950 TOTAL 186,436 .131,238 C' AVERAGE = 0.70 CONCENTRATION TIME = 10 minutes 1/2" RUNOFF = 7,768 ft ^3 STORMWATER CALCULATIONS PROJECT NAME: Dimmitt Cadillac Parking Expansion PROJECT NUMBER 04 -041 FILENAME: Y:\PRMLLAS\Dimmitt Parking (04- 041)\Drainage \[Mod Rat calcs- Dimmitt Site.xls]STORM6 ALLOWABLE DISCHARGE RATE. RAINFALL (IN/HR) 7.40 (PER FDOT ZONE 6 25YR) COEFFICIENT 0.31 AREA (AC) 4.28 Q' PRE = 9.91 cfs ALLOWABLE DISCHARGE MODIFIED RATIONAL METHOD (PRE - DEVELOPED) 25 YEAR FREQUENCY ZONE 6 RAINFALL DURATION (minutes) RAINFALL RAINFALL INTENSITY DURATION (in/hr) (hours) INFLOW (cfs) OUTFLOW (Ch) STORAGE (fl^3) 10 8.40. 0.17 25.31 9.91 9,241 15 7.40 0.25 22.29 9.91 11,150 20 6.50 0.33 19.58 9.91 11,613 30 5.40 0.50 16.27 9.91 11,454 45 4.40 0.75 13.26 9.91 9,047 60 3.70 1.00 11.15 9.91 4,470 75 3.25 1.25 9.79 9.91 0 90 2.90 1.50 8.74. 9.91 0 105 2.60 1.75 7.83 9.91 0 120 2.40 2.00 7.23 9.91 0 150 2.04 2.50 6.15 9.91 0 180 1.80 3.00 5.42 9.91 0 240 1.50 4.00 4.52 9.91 0 360 1.12 6.00 3.37 9.91 0 480 0.93 8.00 2.80 9.91 0 720 0.70 12.00 2.11 9.91 0 960 0.57 16.00 1.72 9.91 0 1200 0.50 20.00 1.51 9.91 0 1440 0.44 24.00 1.33 9.91 0 STORAGE SUMMARY REQUIRED 25 YEAR STORAGE = TOTAL REQUIRED STORAGE = ." 11,613 ft ^3 11,613 ft-3 yn STORMWATER CALCULATIONS PROJECT NAME: Dimmitt Cadillac Parking Expansion PROJECT NUMBER 04 -041 FILENAME: Y:\PINELLAS\Dimmitt Parking (04- 041)\Drainagel[Mod Rat caics-- Dimmitt Sitexis]STORM6 STAGE - STORAGE & STAGE - DISCHARGE 25YR POST DEVELOPMENT OVERFLOW INVERT = 87.50 WIDTH = 8.00 ft HEIGHT = 0.25 ft WEIR'C' VALUE = 3.10 87.00 14,950 88.50 21,250: 0.05 DEFAULT VALUES TOTAL 'V' INCR AREA AREA INC. VOL. OUTFLOW ELEV (ft^2) (ft^2) (W3) (cfs) 87.00 14,950 14,950 0 0.00 87.05 15,160 15,160 753 0.00 87.10 15,370 15,370 1,516 0.00 87.15 15,580 15,580 2,290 0.00 87.20 15,790 15,790 3,074 0.00 87.25 16,000 16,000 3,869 0.00 87.30 16,210 16,210 4,674 0.00 87.35 16,420 16,420 5,490 0.00 87.40 16,630 16,630 6,316 0.00 . 87.45 16,840 16,840 7,153 0.00 87.50 17,050 17,050 8,000 0.00 1/2 INCH 87.55 17,260 17,260 8,858 0.28 87.60 17,470 17,470 9,726 0.78 87.65 17,680 17,680 10,605 1.44 87.70 17,890 17,890 11,494 2.22 87.70 17,890 17,890 11,494 2.22 87.75 18,100 18,100 12,394 3.10 25 Year 87.80 18,310 18,310 13,304 4.03 87.85 18,520 18,520 14,225 4.57 87.90 18,730 18,730 15,156 5.05 87.95 18,940 18,940 16,098 5.49 88.00 19,150 19,150 17,050 5.90 88.05 19,360 19,360 18,013 6.28 88.10 19,570 19,570 18,986 6.64 88.15 19,780 19,780 19,970 6.98 88.20 19,990 19,990. 20,964 7.30 88.25 20,200 20,206 21,969 7.61 NOTE: THE 25 -YEAR PEAK DISCHARGE AT EL. 87.75 OF 3.10 CFS DOES NOT EXCEED THE 25 -YEAR PRE - DEVELOPMENT PEAK DISCHARGE RATE OF 9.91 CFS, 0 Required Treatmen Retention Area Summary "D" Total Depth = Bottom Area = Top Area= Total Storage = "FS" Flat Storage = "SS" Side Storage = t Calculations 1.50' 0.3430 Acres 0.4890 Acres 0.62 Ac. Ft. 0.51 Ac. Ft. 0.11 Ac. Ft. Side Storag Flst Storag DLW Bottom EL = 87.0 H Treatment Treatment Type Perc Note: Approximately 0.63 ac (of the 4.68 ac total) of drainage area within the project area currently and is Treatment Rainfall 0.5 In also proposed as part of this development, drains to Basin Area 4.05 Acres roadside swales to the north and east or to the existing ditch to the south of the site. Therefore the D.A is 4.05 "TS" Total Required 0.169 Ac. Ft. ac. Required Treatment Depth "H"' Determine "H" by solving quadratic equation: Axe +Bx +C =0 or X = -B ± \/B2 - 4AC 2A SS 3 )2 +FS H ) -TS =0 0.049 (H)2+ 0.343 (H) - 0.169 = 0 H= 0.46 Feet Use 0.50' Set Weir @ Elev 87.50 8/25/2004 RM7\ProjData \Draiange \Phase1 \Treatment Volume Calc MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME : Dimmitt Retention Area POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS INCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L /W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond /ExfiItration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom 14,942.00 ft2 27,010.00 ft3 1.50 67.00 ft 85.50 ft 87.00 ft 87.00 ft 88.50 ft 0.05 9.60 ft/d 2.00 15.00 ft/d [11164 1.00 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00- 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 Analysis Date: 10/4/2004 �� MODRET TIME RUNOFF INPUT DATA PROJECT NAME: DIMMITT RETENTION AREA STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 0.38 1,120.65 1 1.00 6,241.35 2 4.33 0.00 3 4.33 0.00 4 4.33 0.00 5 4.33 0.00 6 4.33 0.00 7 4.33 0.00 8 4.33 0.00 9 4.33 0.00 Analysis Date: 10/4/2004 3 MODRET SUMMARY OF RESULTS PROJECT NAME : Dimmitt Retention Area CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (ds) AVERAGE INFILTRATION RATE (ds) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 85.500 0.000 0.00000 0.00 85.500 0.41999 0.35817 1.38 87.310 0.29636 0.00 0.10177 5.70 87.222 0.08563 0.00 0.06949 10.03 87.162 0.06184 0.00 0.05419 14.36 87.115 0.04984 0.00 0.04550 18.69 87.076 0.04267 0.00 0.03985 23.02 87.041 0.03785 0.00 0.03584 27.34 87.010 0.03431 0.00 0.03277 28.94 87.000 0.03156 0.00 0.03035 36.00 86.956 0.00 Maximum Water Elevation: 87.310 feet @ 1.38 hours Recovery @ 28.937 hours * Time increment when there is no runoff Maximum Infiltration Rate: 1.719 ft/day Analysis Date: 10/4/2004 1� 7,000 6,500 6,000 5,500 5,000 4,500 m cLa 4,000 LP a� 3,500 3,000 0 2,500 2,000 1,500 1,000 500 INFILTRATION: DIMMITT RETENTION AREA w 2 4 6 8 10 12 14 16 18 20 22 24 26 28 Time (hrs) Total Volume Infiltrated = 7,362 ft' N C 1 W 87 gesw a a - �a ut; -. .ate °' ° ; . p t s t +.' x; . °` '? + ammmy 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 Time (hrs) Max Water Elevation =- 87.31 ft �1 f � P i E� 87 gesw a a - �a ut; -. .ate °' ° ; . p t s t +.' x; . °` '? + ammmy 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 Time (hrs) Max Water Elevation =- 87.31 ft OPERATION AND MAINTENANCE INSTRUCTIONS Stormwater Management Systems should be inspected . on a routine basis to ensure that they are functioning properly. Inspections should be performed on a monthly and semi - annual basis following major storms. Systems that incorporate percolation are most critical since poor maintenance practices can soon render them ineffective. Records should be kept on all maintenance operations to help plan future work and identify facilities requiring. attention. Considerable damage, as well as loss of structures and effective use of the stormwater facilities can result from a failure to protect and maintain the drainage systems. Providing maintenance in a timely manner often saves costly repair jobs when the unusual storms occur. Remember, the SWFWMD permit dictates that the system must be maintained and that the owner is responsible for system maintenance. A. GENERAL Normal maintenance requirements are as follows: a. Retention areas and swales should be mowed at regular intervals. All clippings should be picked up and any accumulated debris should be removed. b. Sod should be routinely thatched. c. The bottom area of dry basins should be periodically broken with a disk to maintain design percolation rate. d. Sod cover on slopes and embankments should be inspected and repaired or replaced as necessary. e. Periodically, following a storm event, the outfall structure should be inspected to check that the orifice or weir is not clogged and is flowing at a substantial rate. f. The discharge pipe(s) should be visually inspected to determine if the pipe(s) require cleaning. All debris found in the pipe should be removed. g. Inlet structures should be inspected after each storm. All debris accumulated in the sump or on the grate should be removed. h. Outlets should be inspected for clogging and erosion. Berms and other structures should be inspected for breaks. Repairs, if necessary, should be performed immediately. 0 B. CONCRETE FLUMES Concrete flumes should be inspected after major storms and should be cleaned as often as needed. Various techniques and equipment are available for maintenance of concrete flumes. C. CONTROL STRUCTURE Inspect the Weir Overflow Control Structure quarterly or after a large storm event. Any debris or sedimentation should be removed and /or flushed out and any structural defects repaired. This above - referenced structure should be inspected on a monthly basis during the rainy season (May through September) to assure that the system is clear of any obstructions and /or sediment and is functioning properly. If the sediment buildup is more than 6- inches within the control structure box, then the sediment should be removed. The sediment should be removed by vacuuming, pumping or manually removed. The inlet pipes should also be inspected and cleaned. These structures, if inspected and maintained properly, should reduce the potential of sediment and trash entering this control structure. Baffles should also be inspected to ensure a tight connection to the supporting poles and to maintain a clear unobstructed opening for water to pass. Any trash, debris or obstructions should be removed from the baffle and any orifice drawdown pipe. If not properly maintained the structure could build -up with sediment, trash, debris, etc. that could restrict or impede the flow of stormwater through this structure. It is extremely important that the main outfall Structure be inspected on a monthly basis and after any major storm events and any. and all sediment and ' debris that has collected in this structure be removed and /or vacuumed out. D. DRY BOTTOM RETENTION SYSTEM The retention area must become dry within 72 hours after a rainfall event. If the retention area is regularly wet, it is out of compliance with the permitted design, and the pond bottom must be scarified, or the bottom foot or so replaced with clean sands, to ensure that the permitted percolation rate is maintained. F. SEDIMENT SUMPS & OUTFALL AREAS Inspect the Retention Area outfall to the existing deprtessional area quarterly or after a large storm event. Any debris or sedimentation should be removed and /or.flushed out and any structural defects repaired. The sediment sump weir outfall structure should be inspected on a monthly basis during the rainy season �t E. (May through September) to assure that the weir is structurally intact and is clear of any obstructions and /or sediment and is functioning properly. METHODS AND EQUIPMENT FOR SYSTEM MAINTENANCE Various types of equipment are commercially available for maintenance of stormwater management systems. The most frequently used equipment and techniques are listed below: 0 3 0 Vacuum Pump, This device is normally used to remove sediment from sumps and pipes. The equipment for this system is generally mounted on a vehicle. It requires a 200 to 300 gallon (0.757 to 1.136 m ^3) holding tank and a vacuum pump that has a 10 -inch (254 mm) diameter flexible hose with a serrated metal end for breaking. up cake sediment. A two -man crew can clean a catch basin in 5 to 10 minutes. This system can remove stones, bricks, leaves, litter, and sediment deposits. Normal working depth is 0 to 20 feet (0 to 6 m). Water Jet Spray This equipment is generally mounted on a vehicle equipped with a high pressure pump and a 200 to 300 gallon (0.760 to 1.140 m ^3) water supply. A 3 -inch (76 mm) flexible hose line with a metal nozzle directs jets of water to loosen debris in pipes or trenches. Normal length of hose is approximately 200 feet (61 m). This system should not be used to clean erodible trench walls. Fire Hose Flushing . This equipment consists of various fittings that can be placed on the end of a fire hose such as rotating nozzles, rotating cutter, etc. When this equipment is dragged through a pipe, it can be effective in removing light material from walls. Sewer Jet Flusher Sewer jet flushers are usually truck- mounted and consists of a large water tank, of at least 1000 gallons (3.785 m 13), a triple action water pump capable of producing 1000 psi (6900 kN /m ^2) or more pressure, a gasoline motor to run the pump, a hose reel large enough. for 500 feet (153 m) of 1 -inch (25 mm) inside diameter high pressure hose, and a hydraulic pump to operate the hose reel. In order to clean pipes properly, a minimum nozzle pressure of 600 psi (4140 kN /m ^2) is required. All material is flushed ahead of the nozzle by spray action. This extremely mobile machine can be used for cleaning areas with light grease problems, sand and 11 gravel infiltration, and for general cleaning. References 1: Sewer Maintenance Manual Prepared by Municipal Engineers Association of Ontario for Ministry of the Environment, Ontario, Canada, March 1974. 2. Smith, T.W., Peter, R.R., Smith, R.E., Shirley, E.C., "Infiltration Drainage. of Highway Surface Water ", Transportation Laboratory, California Department of Transportation, Research Report M & R 632820 -1, August, 1969. w X b' t i'• z - C!r _ - fl -� X __ _ S - - � ,�,.� abD d M vp C, ilbW SIVA -a mA —Al t ail Of IT 1, 41 :frq -4 ear#,W a kp � fter,.fl -d --Clt -0 vMA i � _11 ale. ulfa "it a 4m. p ove _n, ter n'10- M a (SWF W.Mb/9w f-18 f 6ty; Hafb pr 4 m r l n ?� rat = f -Q �� Rms ��;$ "` - .t a 7 tp dam$ -:` n a x .a a•� �S �+3ty {5 I' 3 ti s`yd kt Fo-f 4prY��t.3r�� yFf C � �e� •+, �. sc `� ;. _ �a� � Sa.: s�- a ..«• 44 � £ 'E S� - �. t•., ._e _ ._.F _ .i _zT•F.�A�„ �� ..'a;. _ .c.:� �.�..u��.ss..i`::e.�xa� -_.._ ..:� -'.�. .,,< .. .i.!�M�_ w;a'i Z z z r a W A ,•- - ii6' aY! F¢ a� 4v. ° E .3 i. 3 ?� 3..�Gi �.. a ;"�F �� S� �f •5.z 4_.� fry2� •° e� 1Y2 aF . y 4 a�,,es, EWE } Wit'- ;'lr"�'� +� E.° "h3 °-„ y - *3g°'z''""B3•- c^ywE' -� ° -" a'+' 1 a z �.O"� °: ..p-.0y.s."yi'g`' '$• 3. ~ �:^ 'tq-sa.. ,t f WIN a For �T at m r .3 1k to g'd"ts' t, s - :t •�+. _,,.,' -,x ;ta'eF' '.ap �z` •t.�e,, • ''v , Pat_3� xa D s 3'�.. if Sv ]'t' ,5� � �,. -y. �„Ej.� �_�� � ,t �dk �t�y ��.d • � � � s��` .�.. �i_• • i xtc"yi� ��� f°o �,}6 "�S- � � ; ''ah�" — � �"3 ���' '. v��.af� -�.3FYS.' ;'3 �y�`' �a'yx a i, �.°•.��'� ��zn' r�'m'�" c*�s. -^. � � -_ 3v s p � � _ �� ,•_.�.,s ��'`r-� i � :. ,? �- ,� �; -�s �:�. �., �� ���' �.. ,fix. �:'��`�4 s�o.. :_• i E c i; a t'°a�"y°'Siil'',StT.,{. -cr'°� `�..*� i _ ^Q _. gy. 3r .bt=,,�r-. LI • + MR. t .. i +' 4' L`. icia �hta Oe v tees_ -l� Ji f r Y9 •.' �l i� C 'cam` �W: NONRW oiw_ W (f LEGEND SUBBASIN DIVIDE CULVERT/ BRIDGE STORM SEWER ,✓ - OPEN CHANNEL WATERBODY . - ROADWAY H0140 MODEL SUBBASIN NUMBER FIGURE 2.1 -1 ALLIGATOR CREEK WATERSHED. DRAINAGE MAP AND MODEL SCHEMATIC 2500 1250 0 2500 5000 SCALE: 1" =2500' N 6 PARSONS ENGINEERING SCIENCE. INC .J 77M AKIN . . . . . . . . . . mnM Es vi M . Mram IN M El !I. , W A 1WIMIlm mum I : lip�um Ilt rs 1A, ems' 1 aT ................... J A"ll E -L. Table 2.1 -3 (cont.) ALSgator Creek Watershed Subbasin Hydrologic Soii Group Percentages Subbasin Soil Group A Area (acres) Percent Soil Group B Area (acres) Percent Soil Group C Area (acres) Percent Soil Group D Area (acres) Percent A0460 0.0 0.0 3.1 100.0 0.0 0.0 0.0 0.0 A0470 1.6 2.9 17.9 31.6 30.8 54.5 6.2 11.0 A0490 0.0 0.0 17.8. 100.0 0.0 0.0 0.0 0.0 A0492 0.0 0.0 26.3 100.0 0.0 0.0 0.0 0.0 A0494 0.0 0.0 46.4 96.6 0.0 0.0 1.7 3.4 A0496 0.0 0.0 21.4 63.5 0.0 0.0 12.3 36.5 A05M 0.4 2.5 17.1 96.5 0.0 0.0 0.2 1.0 A0510 0.0 0.0 7.2 100.0 0.0 0.0 0.0 0.0 A0530 0.0 0.0 26.6 36.4 45.1 61.9 1.2 1.7 A0540 0.0 0.0 21.9 58.8 0.0 0.0 15.3 41.2 A0542 0.0 0.0 1.7 27.6 0.0 0.0 4.5 72.4 A0546 0.0 0.0 6.4 100.0 0.0 0.0 0.0 0.0 A0549 0.0 0.0 23.0 63.8 8.3 23.2 4.7 13.0 A0560 0.0 0.0 221 66.6 10.1 30.6 0.9 28 A05M 13.0 1 23.6 27.9 50.8 14.0 25.6 0.0 1 0.0 A0600 0.0 1 0.0 13.6 69.2 6.0 30.8 0.0 1 0.0 Subtotal 380.5 17.8 1373.6 64.2 229.3 10.7 155.3 7.3 Channel B 130010 522 61.6 14.1 16.6 17.8 21.0 0.7 0.9 B0030 0.0 0.0 11.4 67.4 0.0 0.0 5.5 32.6 80050 7.7 20.2 14.1 36.9 16.4 43.0 0.0 0.0 B0055 9.8 21.7 128 28.5 22.5 49.9 0.0 0.0 80070 4.9 35.8 3.4 24.8 5.4 39.5 0.0 0.0 80080 7.2 25.9 10.4 37.2 10.3 37.0 0.0 0.0 80090 1.3 2.6 46.7 96.4 0.5 1.0 0.0 0.0 B0100A 0.0 0.0 16.3 100.0 0.0 0.0 0.0 0.0 B0100B 10.9 40.4 9.9 36.9 6.1 22.8 0.0 0.0 B0110A 0.0 0.0 19.0 86.5 1.7 7.6 1.3 5.9 601106 25 14.6 5.8 33.5 9.0 52.0 0.0 0.0 80120 0.4 1.1 26.9 71.3 4.8 12.9 5.6 14.8 80130 2.1 9.5 14.3 65.8 0.0 0.0 5.4 24.8 130150 6.4 25.2 17.9 71.1 0.0 0.0 0.9 3.7 80170 16.9 55.4 5.5 18.1 0.0 0.0 8.1 26.5 B0180 36.0 71.4 3.8 7.6 0.0 0.0 10.6 21.0 80190 220 86.5 29 11.3 0.0 0.0 0.6 22 B0200A 6.9 27.1 15.9 628 1.3 5.3 1.2 4.9 B0200B 9.0 54.0 3.7 22.4 3.9 23.5 0.0 0.0 B0210 6.7 91.6 0.6 8.4 0.0 0.0 0.0 0.0 80215 10.3 57.9 6.2 34.5 0.8 4.4 0.6 3.2 60230 5.9 22.2 17.7 67.1 0.6 23 2.2 8.4 B0240 0.0 0.0 13.9 100.0 0.0 0.0 0.0 0.0 B0242 0.0 0.0 13.9 54.4 11.7 45.6 0.0 0.0 B0250A 13.8 6.8 79.7 39.2 21.4 10.5 88.8 43.6 B0250B 128 66.5 6.4 33.0 0.0 0.0 0.1 0.5 B0250C 0.0 0.0 11.5 54.9 9.4 45.1 0.0 0.0 B0255 0.0 0.0 23.1 77.0 1.5 5.1 5.4 18.0 B0260 1.3 5.4 18.4 79.4 0.1 0.4 3.4 14.8 80270 1.6 1 1.8 1 58.8 66.5 13.2 14.9 14.8 16.8 80280 0.0 1 0.0 1 10.6 48.4 0.1 0.3 11.2 51.2 SuDwtal 24$.3 ZZ.5 575.0 41.3 105.0 14.0 700.4 i0.4 Channel C C0010 11.3 721 4.4 27.9 0.0 0.0 0.0 0.0 C0020 0.0 0.0 3.6 100.0 0.0 0.0 0.0 0.0 C0040 0.0 0.0 5.7 100.0 0.0 0.0 0.0 0.0 C0050 4.0 125 28.3 87.6 0.0 0.0 0.0 0.0 C0060 0.0 0.0 1 9.1 99.8 0.0 0.0 0.0 02 SOILSALS 2.1 -18 5!28/97 9111. N 0-4 i u TABLE 2.1 -7 (cont.) ALLIGATOR CREEK EXISTING CONDITIONS FLOOD ELEVATIONS AND FLOODING PROBLEM IDENTIFICATION M 0 N Junction ICHANNELA Exletfng Structure tow Road Existing Con it ons Flood E evat on Road Flooding structure Floodfng 10 -Year Storm 25 -Year Storm 100 -Year Storm 10-Year 25 -Year 100 -Year 10 -Year 25 -Year 100 -Year Number Structure Location Description Elevation Peak Elev. Peak Elev. Peak Elev. X C0020 60030 S. LAGOON CIRCLE 3 - 43"X 68" ERCP 45.3 42.4 45.6 80220 43.6 46.3 X ft NGVD ft NGVD ft NGVD (ft NGVD X D00 0 N. LAGOON CIRCLE OUTFALL 42" RCP 51.5 52.3 80230 MCCORMICK DR. 2 - 29" X 45" ER CP 86.5 82.7 83.6 82.8 84.2 83.1 85.3 C0040 AMTRAK RR 60" CMP 17.9 47.0 80240 B02491 LAKE SHORE DR. 24" CMP 87.8 85.3 85.7 85.7 86.1 86.4 88.9 X C0050 OLD COACHMAN RD. 2 - 80" RCP 52.2 50.5 60250. LAKE CHAUTAUQUA WEIR; L =6.5' - 85.8 86.2 86.9 X C00 INDUSTRIAL SITE 6' X 8' Be 55.0 55.2 80260 ENTERPRISE RD. 29" X 45" ERCP 88.0 88.1 88.4 88.7 X X X 4' 7' X Be 57.0 58.2 56.3 80262 57.0 X X X 60075 FLOOD DETENTION AREA 4'X T Be WEIR; L =19' 62.3 58.5 80270 WINDINGWOOD CONDO POND 15" RCP 87.5 86.1 88.1 88.4 86.4 88.9 88.9 X C0080 X 58.8 CHANNEL C X X C0090 SUNSET PT. RD. V X 8' BC 63.5 59.8 61.7 A0370 ICHANNELA 7.9 8.0 8.2 X C0010 38.5 39.5 40.9 X X C0020 60030 S. LAGOON CIRCLE 3 - 43"X 68" ERCP 45.3 42.4 45.6 42.9 46.0 43.6 46.3 X X X X D00 0 N. LAGOON CIRCLE OUTFALL 42" RCP 51.5 52.3 52.5 52.8 X X X C0040 AMTRAK RR 60" CMP 17.9 47.0 47.5 48.3 X X X X X X C0050 OLD COACHMAN RD. 2 - 80" RCP 52.2 50.5 51.2 51.8 X X X X C00 INDUSTRIAL SITE 6' X 8' Be 55.0 55.2 55.5 55.7 X X X X X X X X X C00770 0 SUNSET POINT RD. BECKETT LAKE 4' 7' X Be 57.0 58.2 56.3 56.6 57.0 X X X 60075 FLOOD DETENTION AREA 4'X T Be WEIR; L =19' 62.3 58.5 58.9 59.3 X X X X C0080 E 58.8 59.0 59.3 X X C0090 SUNSET PT. RD. V X 8' BC 63.5 59.8 61.7 60.4 63.1 61.2 63.9 X X X X X X C0100 TOP OF THE WORLD OUTFALL 5' X 8' Be 64.9 66,0 67,2 X CHANNEL D A0390 ICHANNELA 7.9 8.0 8.2 X 00010 43.1 43.8 44.8 D0030 BELCHER RD. 48" RCP 51.0 51.4 51.6 51.9 X X X X D00 0 42" RCP 51.5 52.3 52.5 52.8 X X X D00550 AMTRAK RR 60" CMP 17.9 52.5 52.8 53.3 X X X X X X D0060 SUNNYDALE BLVD. 2.29 K497 ERCP 52.2 52.8 52.9 53.2 53.2 53.9 54.0 X X X X X D0070 D0080 INDUSTRIAL SITE 60" CIP 17.0 53.2 1 53.6 54.3 X X X X X X X X X D0090' SUNSET POINT RD. BECKETT LAKE 42" CMP 30" RCP 57.0 58.2 53.9 1 54.6 54.3 55.2 55.5 X X X D0100 MONTCLAIR RD. HARBOR LAKE 18" RCP 62.3 59.8 60.1 57.0 60.9 CHANNEL E 18.9 19.1 19.6 X X A0010 ICHA14NEL A 7.9 8.0 8.2 X E0010 E0015 CITY PARK RD. 60" CMP 11.7 9.8 12.4 10.7 12.7 12.2 13.1 X X X E0020 E0030 AMTRAK RR 60" CMP 17.9 12.5 18.2 12.8 18.3 13.4 18.6 X X X X X X E0035 E0040 INDUSTRIAL SITE 60" CIP 17.0 18.2 18.2 18.4 18.4 19.0 18.8 X X X X X X X X X E0050 SR 590 4'X T Be 18.0 18.4 18.5 18.8 X X X E0060 E0070 18.9 19.1 19.6 X X E0080 PRIVATE ROAD 42" RCP 17.9 19.0 19.0 19.2 19.2 19.9 19.9 X X X X X X X LOS.XLS 5/28197 WE EXISTI ol Ol 0 in M B0280 250V 80270 8024 B0260 ISE RD em 250A ic= 230.Cl koRA- 1-4 LAKE CHAUTAU &0250 -E '�+. n"Tzw- om a� v '7. Aki' ".Nw, e gr agg Q Mp 04' m 9 i4 262 g if 260 ME-1 ENTERPRISE RD 60255 80250 LAKE CHAUTAUQUA B0245 80242 0240 80230 220 rr 80215 60210 V) 60200 MCA solso emso ABBE'( E0180 E0175 LAKE 80170 MAIN ST F0130 160 150 3D 80140 F0120 60120 =gf-A. - - "Mo -- w l m b. F0115 M2 FOI I V I tpgr-n 41 uuj . . W 80090 soloo F0105 'Z Ut '7� FOi 00 V8 -T'Z IN nm ELEVATION, FEET NGVD Go 0 0 0 0 0 a ■ o o . . . . . . . . . . . . . . . . . . . . O Z MATCH I N E ■ m. .... ... .... .... ■ = can i O a O V il. . . . . . . . . . . . 0 i.. .... .... A ni 1.. .... .... .... 0 W 1 ' I 0 1 1 11 V r 1 p i G7 e. SOUTH DR. �gN Z m . . . . . . . . . . . m CD Cn � i 1I `c vp � 5 O O 1O 1 . . . . . SUNSET PT. RD. _z= v . . . . . . . . . . . m = O 250 D o boo Q� p Z 1 Z I1 m.... . ... r i in L" o D o . . . . . . . . . . . z .. 0 .... .... a ,x D Z Z M m ` m � m o ` m ACCESS RD_ • N O . . . . . . . . . . . . :' . . . . 0 Z. . . . . . . . . . . . �^ o O O m m ° MCCORMICK DR. Z o N i W ry N O i WETLAND I - O O . . . . . . . . . . . . . . . . i O. . . . . . . . . . . . . . 1 . -. . . . . . . . . . . . . . . . .1 . L 1 LAKE SHORE DR. m °. N I_lHOiV w IN nm September 7, 2004 HCE Report No. 040132.1 Mr. Richard Dimmit Dimmit Cadillac 25191 U.S. 19 North Clearwater, Florida 33763 Re: Results of Subsurface Soil Exploration Proposed Parking Lot Expansion Clearwater, Florida Dear Mr. Dimmit: ]H a neolkn Consulting Engineers, Inc. Geotechnical Engineering, Sinkhole Investigations and Foundation Forensics Hanecki Consulting Engineers, Inc. (HCE) has performed a subsurface soil exploration for the above - referenced project. The purpose of the exploration is to obtain soil and groundwater data for use in geotechnical engineering design of pavements and stormwater retention facilities for the proposed pavement expansion at the referenced site. This report presents our understanding of the project, the scope of services and our findings and recommendations in accordance with our proposal No. 040132.1, dated August 26, 2004. PROJECT INFORMATION HCE understands that the proposed project will consist of constructing a new parking lot that is roughly 500 feet by 400 feet in area. The lot will be used to park passenger cars and light trucks. A stormwater pond will be constructed at the south end of the lot. The lot is located to the east of the existing Dimmit Cadillac Body shop, on the north side of Fifth Avenue South, in Clearwater, Florida. Previous earthwork has been performed at the site. The site is currently used as a vehicle test area and includes man- made'berms and mixed surface soils. FIELD EXPLORATION One Standard Penetration Test (SPT) boring was performed to a depth of 20 feet below the ground surface at the location of the proposed stormwater retention pond. In addition, seven shallow auger borings were performed in proposed pavement areas. The SPT boring was advanced by means of an all- terrain vehicle - mounted drill rig employing wet rotary drilling techniques. The SPT's were performed continuously to ten feet and at five feet intervals thereafter. Soil samples were obtained at the depth where the SPT's were performed. The soil samples were then classified in the field, placed in sealed containers, and returned to our laboratory for further evaluation by our project engineer. The SPT boring was performed in general compliance with ASTM's procedure for standard field penetration tests (D- 1586). After drilling to the sampling depth and cleaning the borehole, the standard two -inch O.D. split - barrel sampler was seated by driving it six inches into the undisturbed soil. Then the sampler was driven an additional 12 inches by a 140 pound hammer falling 30 inches. The number of blows required to produce the 12 inches of penetration is recorded as the penetration resistance (N). These values are plotted on the left side of the Test Boring Record which is attached at the back of this report. 13810 Plainview Road Phone (813) 926 -8230 Suite 201 Fax (813) 926 -6789 Odessa, FL 33556.4043 E-mail hanecki@tampabay.rr.com Dimmit Cadillac Parking Lot Expansion Clearwater, Florida HCE Report No. 040132.1 Page No. 2 In addition to the SPT boring, shallow hand auger borings were performed in the areas of the proposed pavement. The auger borings were performed by manually turning a three -inch diameter, six inch long sampler into the soil until it was full. The sampler was then retrieved and the soils in the sampler were visual classified. The procedure was repeated until the penetrated to a depth of 5 feet below the existing ground surface. Samples of representative strata were obtained for further visual evaluation and classification in our laboratory. The auger boring records are attached at the back of this report. The soil samples obtained during the SPT and auger borings were placed in sealed containers to retain moisture, and returned to our laboratory. The samples were then reviewed by our project engineer to confirm classifications, visually estimate the relative percentages of the soil's constituents (sand, clay, etc.), and identify pertinent structural features. The stratification lines shown on the boring records represent our interpretation of approximate boundaries between soil types. The transition between strata may be gradual. Our classifications are based on a visual estimation of the soil properties and our engineering experience with the soils found in this geologic area, unless specific laboratory tests were performed to. determine index properties of representative soil samples. If laboratory tests were performed, the results are presented in the Laboratory Test Results section of this report. One DRI test was performed at a depth of one foot below the existing ground surface. The DRI test was performed in general compliance with the procedures described in ASTM D3385. The test was maintained for a period of three hours until a stabilized infiltration rate was observed. The test was performed near the center of the proposed stormwater retention pond. The approximate DRI test, SPT boring and auger boring locations are depicted on the site plan, attached at the back of this report. The locations are considered approximate and were established in the field by scaling dimensions from a concept plan provided by Gulf Coast Consulting, Inc. and then pacing distances in the field from landmarks shown on the plan. SUBSURFACE SOIL AND GROUNDWATER CONDITIONS The borings performed at this site encountered fine sand mixed with shell and /or rock fragments, generally within the upper six inches of the soil profile. Below six inches, the soils typically consisted of fine sand and fine sand with silt to the termination depths of the borings. Groundwater was observed at depths of 3 to 4 feet below the ground surface in the SPT and Auger borings. The seasonal high groundwater level is estimated to be 1.5 feet above the groundwater levels existing at the time of our field work. Significant fluctuations in groundwater levels should be anticipated due to seasonal variations in rainfall, runoff, and other site specific factors. DOUBLE RING INFILTROMETER TEST One DRI test was performed at a depth of one foot below the existing ground surface. The DRI was maintained for a period of three hours until the infiltration rate stabilized. The final infiltration rate was measured at 0.4 inches per hour during the final hour of testing. The detailed results of the DRI test are presented in the Double Ring Infiltrometer Test Results attached at the back of this report. Dimmit Cadillac Parking Lot Expansion Clearwater, Florida HCE Report No. 040132.1 Page No. 3 SITE PREPARATION AND PAVEMENT DESIGN Site Stripping Prior to any construction, the site must be properly prepared. To prepare the site for construction, all existing topsoil and vegetation must be removed to at least five feet beyond the limits of the proposed construction area. After stripping the site, any excavation activities necessary to achieve subbase bearing depth must be performed. For this site, we anticipate that all areas of the site will be at or above the existing site grades. Proofrolling Following site stripping and any related excavation activity, and prior to any fill placement, proofrolling should be performed. We recommend that a vibratory roller having a static weight of at least ten tons be utilized for this purpose. Compaction of the construction site should continue until the roller has. made at least eight passes over all areas of the site and the soils at a depth of 12 inches have achieved at least 95 percent of the modified Proctor maximum dry density (ASTM D- 1557). Proofrolling should be closely monitored by our engineering technician to observe for unusual deflection of the compacting equipment. If unusual or excessive deflection is observed, then the areas should be undercut to firm soils and backfilled with structural fill placed in maximum one foot thick lifts. Backfill soils should be of the same composition and be compacted to the same criteria as structural fill soils. If groundwater levels are near seasonal high during earthwork, proofrolling may be omitted from the site preparation requirements. Judgements to eliminate proofrolling as a requirement must be based strictly on the recommendations of the geotechnical engineer of record. Structural Fill Definition Soil used for structural fill can be defined as clean fine sand containing less than ten percent material by weight that is finer than a number 200 sieve (FINES). Sands containing more than 10 percent fines should be evaluated by the geotechnical engineer prior to use as structural fill. Soils containing more than 20 percent fines by weight should be discarded or mixed with clean fine sands to reduce the fines content to less than 10 percent. When placing fill within two feet of the groundwater table, the fines content should be less than five percent, if possible. All structural fill must be free of debris, organic matter, clay inclusions, or other deleterious materials. Soils encountered in the SPT boring performed in the stormwater retention pond, encountered soils which meet the definition of structural fill. Placement Fill should be placed in lifts not to exceed one foot thick. The fill material should be compacted to at least 95 percent of its modified'Proctor maximum dry density (ASTM D- 1557). Structural fill containing less than ten percent fines should be placed when its moisture content is within three percent of its optimum moisture content. Structural fill containing between 10 and 20 percent fines should be placed within two percent of its optimum moisture content. Confined areas, such as utility trenches, should be compacted with manually operated vibratory compaction equipment. The soils in these areas should be compacted to the guidelines presented in the previous paragraph. However, lift thicknesses should not exceed eight inches. Dimmit Cadillac Parking Lot Expansion Clearwater, Florida HCE Report No. 040132.1 Page No. 4 After proper site preparation, a standard pavement section appropriate for the anticipated traffic may be used. We have designed the pavement sections based on traffic patterns consistent with similar developments and site conditions, assuming maximum 20 year 18K Equivalent Axle Loads of 100,000. Flexible Pavement Design For flexible pavement, stabilization of the subgrade soils will likely be required. Stabilization will be required prior to base construction if the subgrade exhibits an LBR value less than 40. The mixed soils observed in the upper six to 12 inches at this site may have sufficient LBR value due to the presence of silts and crushed shell. If the bottom of the base will be within 18 inches of, but no closer than 12 inches to, the seasonal high groundwater level, then a moisture tolerant base material, such as soil- cement or crushed concrete, must be used. However, the pavement base should not be placed within 12 inches of the seasonal high groundwater level unless an underdrain system is provided. If the bottom of the base course is at least 18 inches above the seasonal high groundwater table, then a crushed limerock base can be placed. If site preparation work is performed as described above, the following light duty pavement section may be utilized. Methods and materials used for construction of the pavements should conform with all applicable sections of the Florida Department Of Transportation Standard Specifications for Road and Bridge Construction, Latest Edition. Detailed discussion of site preparation procedures of the pavement areas are included in the Site Preparation section of this report. THICKNESS (INCHES) SECTION DESCRIPTION Light Duty Heavjr Duty Surface Course Type S -1 or S -3 Asphaltic Concrete with minimum 1.5 2 Marshall stability of 1500 lbs. compacted to at least 95 `ercent of the maximum laboratory Marshall density. Base Course Limerock having a minimum LBR of 100 and compacted 6 8 to at least 98 percent of its modified Proctor maximum dry density (ASTM D- 1557). If the bottom of the base will be within 18 inches of the seasonal high groundwater level, then a moisture tolerant base will be required, or underdrains must be installed. Subbase Stabilized to a minimum LBR of 40 and compacted to at 6 6 least 95 percent of the modified Proctor_ maximum dry density (ASTM D- 1557). Stabilization may not be required if a moisture - tolerant base is used. Methods and materials used for construction of the pavements should conform with all applicable sections of the Florida Department Of Transportation Standard Specifications for Road and Bridge Construction, Latest Edition. Detailed discussion of site preparation procedures of the pavement areas are included in the Site Preparation section of this report. Dimmit Cadillac Parking Lot Expansion Clearwater, Florida HCE Report No. 040132.1 Page No. 5 Construction monitoring and testing are essential to proper pavement construction and performance. Compliance with the recommended construction specification for compaction and soil types must be verified by testing in accordance with applicable ASTM procedures. Observation of site preparation work is an integral part of the engineering recommendations contained herein. Failure to allow us the opportunity to observe site preparation work will invalidate our recommendations. Density tests should be performed for each lift of structural fill placed and for every 5,000 square feet of area below pavements. In pavement areas, the subbase and base materials should be tested to the same frequency. Density tests should also be performed for each lift of fill for every 50 lineal feet of backfill placed in utility excavations or other excavations that are within the limits of the paving areas. LIMITATIONS This report has been prepared for the exclusive use of the Dimmit Cadillac and their designated representatives for the specific application to the project previously discussed. Our conclusions and recommendations have been rendered using generally accepted standards of geotechnical engineering practice in the State of Florida. No other warranty is expressed or implied. Our conclusions and recommendations are based on the design information furnished to us, the data obtained from the previously described subsurface exploration, and our past experience. They do not reflect variations in the subsurface conditions which are likely to exist in the region of our borings and in unexplored areas of the site. These variations are due to the inherent variability of the subsurface conditions in this geologic region. Should variations become apparent during construction, it will be necessary to re- evaluate our conclusions and recommendations based upon our on -site observations of the conditions. If changes are made in the overall design or the location of the proposed facilities, or if the finish grades differ from those discussed herein, the recommendations presented in this report must not be considered valid unless the changes are reviewed by our firm and recommendations modified or verified in writing. We should be given the opportunity to review the foundation plan, grading plan and the applicable portions of the project specifications when the design is finalized. This review will allow us to check whether these documents are consistent with the intent of our recommendations. Dimmit Cadillac Parking Lot Expansion Clearwater, Florida HCE Report No. 040132.1 Page No. 6 CLOSURE We appreciate the opportunity to work with you on this project. If you have any questions or need further information, please feel free to call our office. Sincerely, Iianecki Consulting Engineers, Inc. A Darrell J. Han i, n.E. Principal Distribution: 1 - Addressee 2 - Gulf Coast Consulting, Inc. attachments: Boring Location Plan SPT Test Boring Record Auger Boring Records Double Ring Infiltrometer Test Results APPROX. SCALE IN FEET 0 40 80 LEGEND APPROXIMATE LOCATION OF STANDARD PENETRATION TEST AND DOUBLE —RING INFILTROMETER TEST APPROXIMATE LOCATION OF HAND AUGER BORING DIMMITT CADILLAC Clearwater, Florida DRAWN: JEH Hanecki Consulting Engineers, Inc. CHKD: DJH 13810 Plainview Road, Suite 201 Odessa, Florida 33556 SCALE: 1 „ -80' DATE: 09 -07 -04 PRDJ. Na. 040132 FIGURE: 1 DEPTH FT. 0- 5- 10 — 15 20 25 30 35 40— 45— 50— 55 60— 65 70 B.T. @ 20' DIMMITT CADILLAC LEGEND DRAWN: JEH *KC� Hanecki Consulting Engineers, Inc. and gray fine SAND with abundant shell INBrown fragments (SW) SCALE: NTS DATE: 09 -07 -04 @ Brown fine SAND with silt (SP —SM) Dark brown fine SAND (SP) ® Light brown fine SAND (SP) HA Hand Auger g Groundwater level DIMMITT CADILLAC Clearwater, Florida DRAWN: JEH *KC� Hanecki Consulting Engineers, Inc. CHKD: DJH 13810 Plainview Road, Suite 201 Odessa, Florida 33556 SCALE: NTS DATE: 09 -07 -04 . PROJ. NO: 040132 FIGURE: 2 HA -1 Depth ft. Soil Description 0.0-1.0 Gray fine SAND (SP) 1.0-5.0 Tan fine SAND (SP) Groundwater level observed at 3.0 feet below the existing ground surface. Seasonal high groundwater level estimated at 1.5 feet below the existing ground surface. HA -2 Depth ft. Soil Description 0.0-1.0 Gray fine SAND (SP) 1.0-5.0 Tan fine SAND (SP) Groundwater level observed at 3.0 feet below the existing ground surface. Seasonal high groundwater level estimated at 1.5 feet below the existing ground surface. HA -3 Depth ft. Soil Description 0.0-1.0 Intermixed gray fine SAND and rock fragments (GP) 1.0-5.0 Tan fine SAND (SP) Groundwater level observed at 3.0 feet below the existing ground surface. Seasonal high groundwater level estimated at 1.5 feet below the existing ground surface. HA -4 Depth ft. Soil Description 0.0-1.0 Gray fine SAND (SP) 1.0-5.0 Tan fine SAND (SP) Groundwater level observed at 3.0 feet below the existing ground surface. Seasonal high groundwater level estimated at 1.5 feet below the existing ground surface. HA -5 Depth ft. Soil Description 0.0-1.0 Intermixed shell fragments and gray fine SAND (SW) 1.0-2.0 Dark gray fine SAND with shell fragments (SP) 2.0-5.0 Light gray fine SAND with silt (SP -SM) Groundwater level observed at 4.0 feet below the existing ground surface. Seasonal high groundwater level estimated at 2.5 feet below the existing ground surface. AUGER BORING RECORDS Ili Depth ft. Soil Description 0.0-0.5 Shell fragments mixed with dark gray fine SAND (SW) 0.5 - 1.0 Dark gray fine SAND with silt (SP -SM) 1.0-2.0 Light gray fine SAND (SP) 2.10-4.0 Brown fine SAND (SP) 4.0-5.0 Gray fine SAND Groundwater level observed at 3.0 feet below the existing ground surface. Seasonal high groundwater level estimated at 2.5 feet below the existing ground surface. HA -7. Depth ft. Soil Description 0.0-1.0 Gray fine SAND (SW) 1.0-2.0 Light gray fine SAND (SP) 2.0-5.0 Tan fine SAND (SP) Groundwater level observed at 3.5 feet below the existing ground surface. Seasonal high groundwater level estimated at 2.0 feet below the existing ground surface. DOUBLE -RING INFILTROMIETER (DRI) TEST RESULTS Dimmit Cadillac Clearwater, Florida HCE PROJECT NO. 040132 DRI -1 DATE: TEST DEPTH: TEST DURATION: September 3, 2004 OUTER RING DIAMETER: 12 inches INNER RING DIAMETER: 3.0 Hours TIME INCREMENTS (Minutes) 0 -60 60-120 120-180 Infiltration Rate: 0.4 inches/hour 24 inches 12 inches INFILTRATION PER TIME PERIOD Inches 0.6 0.4 0.4 Groundwater Level: 3.5 feet below the existing ground surface. Seasonal High Groundwater Level: 2.0 feet below the existing ground surface. Ir Case # ANX2004- 08013/LUZ2004- 08006/DVA2004- 00003. Sign Posting Acknowledgement I hereby acknowledge receiving a notification sign to post on the property. I own and/or represent that is undergoing either an annexation, land use plan amendment and/or rezoning, and will post the sign on the subject property so. that it is readable. from the most significant adjacent road a minimum of 15. days before the Public. Hearing. Print Name Public Hearing Date CDB: 01 -18 -04 CC: 02 -17 -05 CC: 03 -03 -05 Date Posting Date — No Later Than: 01- 03 -05. " s I CITY OF CLEARWATE:R, NOTICE OF PUBLIC HEARING REGARDING DEVELOPMENT AGREEMENT The City Council of the City of Clearwater, Florida, will hold a public hearing on Thursday, February 17, 2005, beginning at 6:00 p.m., or as soon thereafter as the matter may be heard, in the City Council Chambers, in City Hall, 3`a floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following request: The City of Clearwater proposes the approval of a Development Agreement between LaSalle Realty, LLC (the property owners) and the City of Clearwater. DVA2004 -00003 Legal Description Chautauqua -Sec A, Units 2 -3 -4, Blk 35, Lots 1 -9, 24 -32, and part of a VAC Rd W, and Chautauqua -Sec A, Unit 1, Blk 36, Lots 1 -5, 28 -32, and parts of Lots 6 & 27. The Development Agreement proposed use consists of a non- residential at -grade off - street parking facility with 285 spaces, provides a minimum time frame for which the property may be used as a parking facility and landscape requirements. 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 Council, with respect to any matter considered at such hearing, will need 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. A copy of the Development Agreement is available in the Official Records and Legislative Services Department, P.O. Box 4748, Clearwater, Florida. For additional information, call the Planning Department at 562 -4567. Cyndi Tarapani Cynthia E. Goudeau, CMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758 -4748 YOU ARE BEING SENT THIS NOTICE IF YOU ARE THE APPLICANT OR OWN PROPERTY WITHIN 200 FT OF THE SUBJECT PROPERTY. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATIONS IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562- 4093 WITH THEIR REQUEST. Ad: 01/30/05 CITY OF CLEARWATER NOTICE OF PUBLIC HEARINGS REGARDING DEVELOPMENT AGREEMENT The Community Development Board of the City of Clearwater, Florida, will hold a public hearing on Tuesday, January 18, 2004, beginning at 1:00 p.m., in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Avenue, Clearwater, Florida, to consider the following request: The Community Development Board proposes a review of, and recommendation to the City Council, of a Development Agreement between LaSalle Realty, LLC (the property owners) and the City of Clearwater. D _VA 2004 -00003 Legal Description Chautauqua -Sec A, Units 2 -3 -4, Blk 35, Lots 1 -9, 24 -32, and part of a vacant adjacent right -of -way, Blk 36, Lots 1 -5, 28 -32, and parts of Lots 6 & 27. The Development Agreement proposed use consists of a non - residential at -grade off - street parking facility with 285 spaces, provides a minimum time frame for which the property may be used as a parking facility and landscape requirements. Additional information, including the development agreement, is available in the Planning Department (Presenter: l�V ark Parry, Planner III) at the Municipal Services Building, 100 S. Myrtle Ave, Clearwater, Florida, or call 562 -4567. 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 and obtain party status by the Board during the case discussion, 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 if person requesting such 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. An oath will be administered swearing in all participants in 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 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. The Community Development Board will review the case and make a recommendation to the City Council for final disposition. 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 Gina Clayton, Long Range Planning Manager, at 562 -4587 to discuss any questions or concerns about the project and/or to better understand the proposal. A copy of the Development Agreement is available in the Official Records and Legislative Services Department, P.O. Box 4748, Clearwater, Florida. For additional information, call the Planning Department at 562 -4567. 7 ' J Cyndi Tarapani Cynthia E. Goudeau, CMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758 -4748 YOU ARE BEING SENT THIS NOTICE IF YOU ARE THE APPLICANT OR OWN PROPERTY WITHIN 200 FT. OF THE SUBJECT PROPERTY. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN THE OFFICIAL RECORDS AND LEGISLATIVE SERVICES DEPARTMENT. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATIONS IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL THE OFFICIAL RECORDS AND LEGISLATIVE SERVICES DEPARTMENT WITH THEIR REQUEST AT (727) 562 -4090. Ad: 01/02/05 DIMMITT, RICHARD R DIMMITT, RICHARD R L H D PROPERTIES LTD 25191 US HIGHWAY 19 N 25191 US HIGHWAY 19 N 25485 US HIGHWAY 19 N CLEARWATER FL 33763 - 2102 'CLEARWATER FL 33763 - 2102 CLEARWATER FL 33763 - 2161 QUISENBERRY, MARGANIE THE LA SALLE REALTY QUISENBERRY, J F JR THE 25191 US HIGHWAY 19 N 4509 ROSEMERE RD CLEARWATER FL 33763 - 2102 TAMPA FL 33609 - 4209 ST JOE CO QUISENBERRY, JAMES F JR THE C/O ADVANTIS REAL ESTATE SERV SULTENFUSS, LINDA Q THE ATTN: ST JOE PORTFOLIO MGMT 4509 ROSEMERE RD 3455 PEACHTREE RD NE STE 400 TAMPA FL 33609 - 4209 ATLANTA GA 30326 - 3236 L H D PROPERTIES LTD 25485 US HIGHWAY 19 N CLEARWATER FL 33763 - 2161 DIMMITT, RICHARD R 25191 US HIGHWAY 19 N CLEARWATER FL 33763 - 2102 DIMMITT, RICHARD R 25191 US HIGHWAY 19 N CLEARWATER FL 33763 - 2102 DIMMITT, RICHARD R 25191 US HIGHWAY 19 N CLEARWATER FL 33763 - 2102 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 DIMMITT, RICHARD R 25191 US HIGHWAY 19 N CLEARWATER FL 33763 - 2102 DIMMITT, RICHARD R 25191 US HIGHWAY 19 N 'CLEARWATER FL 33763 - 2102 ARNDT, SCOTT BENNETT, MARY E 2168 CENTERVIEW CT N CLEARWATER FL 33759 - 1008 RICHARDSON, ROBERT W PO BOX 6343 CLEARWATER FL 33758 - 6343 L H D PROPERTIES LTD 25485 US HIGHWAY 19 N CLEARWATER FL 33763 - 2161 L H D PROPERTIES LTD 25485 US HIGHWAY 19 N CLEARWATER FL 33763 - 2161 PINELLAS COUNTY ATTN: REAL ESTATE MGMT 315 COURT ST CLEARWATER FL 33756 - 5165 CLEARWATER, CITY OF PO BOX 4748 CLEARWATER FL 33758 - 4748 DIMMITT, RICHARD R 25191 US HIGHWAY 19 N CLEARWATER FL 33763 - 2102 QUISENBERRY, MARGANIE THE QUISENBERRY, J F JR THE 4509 ROSEMERE RD TAMPA FL 33609 - 4209 PERENICH, GUY 2162 CENTERVIEW CT N CLEARWATER FL 33759 - 1008 FLORIDA POWER CORP C/O TAX DEPT CXIG P 0 BOX 14042 ST PETERSBURG FL 33733 - 4042 DIMMITT, RICHARD R 25191 US HIGHWAY 19 N CLEARWATER FL 33763 - 2102 ST JOE CO C/O ADVANTIS REAL ESTATE SERV ATTN: ST JOE PORTFOLIO MGMT 3455 PEACHTREE RD NE STE 400 ATLANTA GA 30326 - 3236 KLAK, KENNETH P KLAK, ANDREA M 2174 CENTERVIEW CT N CLEARWATER FL 33759 - 1008 ANDERSON, MIKE MOORE THE FLORIDA POWER CORP E. D. Armstrong III, Esq., Johnson, ANDERSON, JOHN & ROSE TRUST C/O TAX DEPT CX1G Pope, Bokor, Ruppel & Burns, LLP 2695 2ND AVE S P 0 BOX 14042 P.O. Box 1368 CLEARWATER FL 33759 - 1004 ST PETERSBURG FL 33733 - 4042 Clearwater, FL 33757 Clearwater Neighborhoods Coalition Doug Williams, President DVA2004 -00003 2544 Frisco Drive Clearwater, FL 33761 LEGAL DESCRIPTION LEGAL DESCRIPTION OR 6277, PG 2315 LOTS 1 TO 9 INCLUSIVE AND LOTS 24 TO 32 INCLUSIVE, BLOCK 35, CHAUTAUQUA "ON THE LAKE" UNIT NO. 3, SEC. A, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 9, PAGE 146, PUBLIC RECORDS OF PINELLAS COUNTY., FLORIDA. LEGAL DESCRIPTION OR 6311; PG 21-328 LOTS 1 THROUGH 5 AND 26 THROUGH 32, BLOCK 36, CHAUTAUQUA SUBDIVISION, UNIT 1, SECTION A AS RECORDED IN THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH VACATED RIGHT—OF—WAY ADJACENT THERETO. OWN STO-A GE PA, ING EXP SION k1L '1y O� CLtA A RV VA T h1K97'mN FLORIDA FINAL SITE PLAN PROJECT LOCATION FAX: (727Y72(8=0881, Gulf Coast Consulting, Land Development Consulting VICINITY MAP QT-TU11MM TWT7-%-M-%7 M CMCKM Q.c ,_', I - ,_ , , =A_1_J�__.____.,____ I'�--<=Dmnn<z�,"-N��!Y�E�,--�,--�- Mc>-r-ek"I K_ M^nq SIZE 601- i;�� I_= ._ _�J�:��. _F� � - , " - __ ______11.1 _._..._.__.___._,_ I— ________._______ �', __ 1-1--1 .5L1kcU1S;.;fV ". -,--.. '71, MIA.'. ,; F--� N - --E5il-ok-,---,---------,-----"",-------i.-------------------�-- e02 - - Kf_Et_____,_____ 'A�7_JVU4�' __ " I i4__c>fNIK:P *P�� _____.______!_ - _i§U&_______ yv^-rE-=Fzt i5�Xa�-k- E -4 �� ____,_,_______________,_ C�"Ie�f;?-c-_"__ IVIC�fz?.A----,-,--,*,""--,------ -rsw-------- � __._1 4�id�__ &U��-,--------*----------4.4-§-LA�i-s�"-i�EiiKi-ff--,----------jE5-fi�F04-�i--,ffi-z:-I�t5-:f��l-i,---,------- ELzi�-U-fE��f-�f-c.-:::ila-,R-*-,---,,---,-----,::5t--,&R4:5-ti.:-§--LA-tiR %P�O1(--i,A------,---- ----,-,,--,-,-i-.,$-�;---t5i;K�---,-,--,-------",----,---I------------- _9;r15j;k__________ I q�R66- - __ , -3, ;-, loi�WtT-ffl"�4-ff"----------,-,---,i�5;Fi;��ul.-37-45L-:;i�-u�-�ll-m�------,----"----"---"-------,---,--------,---,-,----- lt�- .2-, - - ,�§;k-a6--Fi---ff4Tff-------------i--i/V&.-�-051:;ii-&'��1-4--------'----"----' --j- . _ I _______ -'----------- :2 • _______=___ ------rl. _..____.2 ip:�J?Y� _ . -1 j��q_,��______ = , ��EDS�-4-S�i-i-F�-lWff---'-'----,OE5�i/-qZ7�§'"it��Li::j - _�E�'L�iti_,Fj5li;zi ----------- - Z57� _14�1 -i-S��,�!;�!?�t-.---�-.-.--.,--- MI^ 1____._.___ __, 11 2, S .��2_____ (3110 . ____.__.,___________ _ , Iff - __ - __ 't �� �910�6T5 I=5_1F4_ff___ - - -_ ________.'_____________ _:::::__j__ lqty�S &rELYI�5T7�tW i J-//Vc/.�§-05 'U.�-�A--------------- _!_�n -le----b�i-A--"-'----'-'-"-----"-"- ,9wr_e5_114�______,______ - J_ --- __ _ _L__:_ ------ � - , * - _-. ... - �1 1§7o-o�'a*t5'-ffi-tTff---"--"'------�-- - TjT/NZi�� z5ILWETSF,�V .�6-fA-,---�-.----�---...--.---.--.--- � z z -!��:L-!---.----.�--.,----..--�--,.-�'. --- , ____ ------- �,00� r�j 15 _F5_ui�fiff ------- _T 4�4§F 456 -,---- / jQ; '" " - -i�--i5�f,,i�---�------�------------------------ T_'_'..____:_-.-=_-____�� - �6_'I_� _.______._.__._.._.___. 613 - ��,_OECR,15 I_Ii�lft��7_,__,_ 4 _1 __= 33 `t�," ___i .2 ___..__ 614__ W1__1F1fE5_ _F_1_w&_______._ ii-----I-I-V-Li-.-S--.-C---,L---.,-A---Z-,J--�-�A'-----*"--, ___ ____,______ -I -1,.-.*-E�i;i�,------'"--,---""--- �=_.& _,____________ J fjv"�S C-IL-Ak "--14 Z>11 [:>I^ -----.,. _�2_ 2�:!_4�.______________ 7��i.--�-F4-E5-1�5-fi;4-ff--------- ,t:;�u��,;;i�.--�----�--.------- JE61_7;;Wu.�_,� _U_ -&r . . . - ___-�� ______ ..__.. m_.______, Is•• MO�- -- - . --..-, _----�----,------�--�t-�---�------�-- � ___,..._._...._- ...__....._x___ ________ 11 }���,E�!i--------...--.---,-._,_-z��-L-167-!��-"-'fff-"-EEf-'-------'---'--jEyij��4 -S� i:L:1_(5_7=-_7�jJ________ �---�-�.-----�---�---"-----.--,-- =7.1.. ��i_7K_________.._ .. ---^ 1`4 r_> F� I " I-H -i�iwaz-v,e-�-L:;ii-u��FA---,--,- _. _ _ - , - � ... __-_ i..2 6iA -i-o-;----Ii_l;ii�----*--,---------,,-,----- - - __ -_-----:,-_--::- , --- - 43-14B =�_ ^ " r5-F5-ffF4-ff-----, ... � -,�51/sj&�§�-U-��- ------, - ��-[----------�-,..---�---------,.------,--..:� !9*1 [DIP, - - =__l _!��_15!_.__._______ P�:?--0--_ 1_1_____._._______. ... 4,��^"M F-I"M - . _.___.________.1y_.___.__ Z -,L--14z-.II F=>i"F-= _ - �E5/-iuzx.§�-���L.�A-U.-S�1-4------,--,--------*--""4'�i-i-�*� -_.__;;��_7___._____1_____... , PI NUS J=/ Lk5i i.----.�-------�---'-'-i--l�--�r--.-----,..-�y E::>I^ _----..--.--.-.--.-----I---------.--------�� ,__;_.__15_1;k______ a ....... _____j ------, 1 - i17jff_"45A1w1__ -, __ , -------,--.-- - _____________=: _!��?i__ (5.�2;2 _.______ --------�-��,��i-�v---i;4-ff-F5ii�4-ff, <:?Ijz=-.Iz?(- U.� viwiF��i-liuil-4-jvl.Ec,-----,---,----,--- , �--.-----.---�--------,.------.- S.., (3.. fffA- - _ff_11oE;:____,_,____ � __ .-I.------------ .1-f/VL/�S C-IL-Iq L/ms.A �3 i;�_E5F5_1 f,i_E�_:'_ .-------,--- ';�-;I-IVC-j,§"7Z!5L:;iVEf,§,;�C-------",----- -"---,---- __ ---------. - - ----"--------.--- 'i _(5;�_ i5_f6�___,__,_,_ ___._______�� _,___.___�__________;� -!��:i�l-li�----.,--�------,--------I,����l�4-��-l�!-It�-l�� 7i��wvEi__ i��z:�i�4Y4�F"ii -- - -151-^-------------,---------------� ------- ______----�� _f!�_25____. IS245 _._---___ .__.._._._.._....__..__...LIVE - ,�F--�- iZ--^"C> F�I"F_==________ -Arfi�JFO_;tF-c�5L-;Ecu�§A-,---,----,----""-------- �j- -t5iK-"----*----"--'------.r-_____,_+,___,._.._.,_______._�� -'�--�----------Y-L-l��Ef--157i�_k-"----------'---'--- -Z�i&JE-fll-=�i-05�4ET'gF-.Vl-i*l-::��i;vi;ii�",��-;i� --- _______._ -.iyi�k-.-�-,---�-.--,,-,-.--�-1-�----�-�.---�-i---------------,--g� I 1� _ _,____"__"_, - � --------- _ __.__._.,_.._ _____ __1__.__...__. .---------I- -i- - . 51,-6�- ---- - - ��. <:?U,EfF��Z_ty.�§ X'elf?cBwvl.Aiv,�� I-----.--.-,-- [Z-_!��!11.-IN/EH ::,ia _ ___ _j_ _ _�=* _________ C>^K "-------�--�-,---�----�--,---.---."-,-----.-- RCYIKJ_=?CaL_,�-�_ V1/j=?c�P//V/.A/V.A .f, ----.----- 1.��:_R_1101!�._____._ -�--...�-=----,=iL,----------.-��i a - - _ E§��_d -&:ti-f-,-*-"--",---,.-,--.------. SAND ff_ff4_M_______ ______ _:T.i !!�� ___., - .-ff__ I PINE _._____�_ J��_ .-,rjVLZS Z��C/4§�A�---- . 7i5ilv_ty�§_22�ELJ 7ij��/-j----,--"---"-,------,---,;id�,-E57fx--"-----,-,-------,-,-,- el* CA1.1 I 4--..-------, ------ � 5^NM F>If4ff__'_____ __--i5� ------- -"---,--"-----*---";��;--ffi;k----,-------,-----,-------!------.-..---,--�� -- ---7, - -_ .----- ____.___.___ ----_--- SKqyiiwff=5fvL�F - �- Oi � ------' --:------:---."--"- - _________,_ -�----,------,-*',-; ,--L�Fc D��__:-__-- --------,,-,,-,-----,-,--,-----","-,--- 5..>[^ -----!---- --- __ __ �&�� . a ff f---. 1__.__._1. 1_1____ -- _; �Z - LV i F_ _. ____ � 24 i< 4ff __ - ___' i�__5fF------.-- j-- �4UKff -�- c------ ��_._._.__ ._.___._....-__....___.._..w,._ iiALVS_6--a. _A ---'-------"- f-/VLS ----E r�- -�--- _- _________.__ I-/v5�u4; --.-. ----- A - ________________,__ - i 51A --�--: -I-------- --"�---.-�-------._.-_-"--.-3 ___3c , - -------.--.-----S;4tFC;ff-- -4T-.Y.--_v�-iF --7_-��-_F7�--__ ��--�----------------,---.-,- �ff# --______'___'__ ::E9 - _.- --- 6- 6 �K ___ �-vf§CLAySi-"------------,---26"5,A,-- -.--------.--=a.-= - q--T--'----___ --�K-"----,-----�--,- :----------.-------- �� '�I� - ---,---,-*-- t�5E 4ff vi�L� = I aCI^ ---,,----,--- -5l4zyzffLLiEiii7 _ - 3 ___._____.__._,_______ ez% :k §� - ,:"l4t-- -,-, ___._ _ :_-- -Ivj- . �� - 5- i6 �-_--._-----_�- -_.--- �-�-__-, ------------It--_1-_--___-._-- - - ! -- -:_ -_- ---,-------_-.---_--..__ --,1- _--,_-, - . 1. gAi5�l4� _Z;� _,________.__,_ --,----_-.-,r----------.-.---- --- d46_a _:7i___,_________,__._ �tFIp=___ _'_____'__ _.- _/VcJ_ E/ LJc77// --.---, ____,__iA .^4C -IWff / &S 5 §; 4------ i5Ei f_ "-----,"----,------,--------- IL _-.- T_ _64 , - t"==-=-------��:& & - �!;L_--------" !__ ______ *_ - i R,____,,_____,____ 4 c �-�--------.-.-..--.- -------,-,---,--,----- -- 5-��"� % "�/-V/A1VA --- --.-LZ" L �! _,__,__ ____,.________ IA-,--- 1 ,--, ' -,- -- -_� R�3 =�I%/- OAK - -�.�--.-----.-----,-.----- cLFZcU§ -ii3iwlif,i I '.r., - _.=- -----I -_----_"---.'�,._-- -.---__-_--��-,-- _1_._._________a i � 645 ------12UVg�;�k--"--,------"-",*--- -== - <"E?_"S //R�/V/AVA -,------------,- ------"-*- <jeF-"s�1R�l Vi 7" DIA ____________., zE!� _-_ .__ __ . --..-..--� - iw� .--. -I-- -- -- �Ck -" FIIE - =:Lci5j7ii -,-----_��----_-.-V -.---__--.-_1_--,-._--_..---*---�_ --.---_ 2.- D^ ---_,_--.--�-----�---__----.�,--*-_-- ---______ ----.-----.--- � §;ff 1 �A7ffE_ ff__ - - _ R�N��Z -__ -- =§'-P�==-,----- " I-----",--"--"---3 ,-I P Gci= ____,____,_____ -,-- -,543 4- -/V"S 2tk 14.Ml^--'---- -------- --------49 =-.-� �,t,- fiNff i.----5Lxzjn '--,-,-*--,-----Ig�51K --- -4 -.,----- !�-...--- -, , a 65q ------ -�-,----------- __-.,"--,-_-� -_ -_---".--_ �.--.���-_�.-=�-�--;-,. ,'-'_-;!- -__-,-----"--,----,-,-_-----.----__-,-,-_.,-_ -----"__---.-._- ----_,._---.- e51 __.____ SLASH 71Na _---- =--=-Jii -1v"S ELL / 5y7ii -!YN��Zff�Lt? --u.-- ---_-----,- -_--�- --,--•--------------- ,--:- :t_ .- --_--.---�- -_--_-�_,,_--._--_�---_---.-_--_--- :& &7--------- _____._____, j�,.__�___ �7fIN� -___ -------- = -6j -13.-:I^ __�--.--.---- -- -_-_ -�� �--------____.___ &g� �^"E FI"M -____.____.______- - -1 L- C1qLJ�4 -:�-�---.-._-__ S- [-I^ _�F _5U_____,_________,_ , ____._________._- _ � ._F ___.__._1______ �� F1 P- �- -f----- _,_____ � _V"� ffC7/ . A=-- - _.__.__ ------- .__.___ - , a�- J �--7----,-----------,,"- �� LI\-C�k :-,------- ZUffk& 1(r�iv1AvA -;- ---_,-_-_- ;�51^ _ __T__._ ________ i fEf §AN 5fiNff - -,----- , §A45ff,_____ H i�&�5E4j§k - �iv&§ei4,x�x_ - ---,----- -.�----.--�-�"_,-__-%,-__--------- !I- MI^ ---,-4________________ ---- -3_ o - --j --- ---- -,-- ---, , ------ -2 & -�.- ---- ._ _ �T _^MD fff"a - ,F -VL- L q"S^ 1 S EIk _ - SSB 9;�E� 4E 5/i&S5:Au-A 14^bfK_4 _____ ' W&5____ _5 __ iWlU�S-ElIYIj11-- -------- -- -�-.-----'-.-_"---_-.--_--.-.--_---�------_,,--�,-------_�.- _,- -----'--- ,--,_-�-- T_--_ _'-� L ____ I =_____� _,_._ _ -�_ - _ = :_ 1." F.4ff -,---f�-&�Rt�------..--.---------- -- fg= -_..--_-----_--,---_--..-.- -- -_----.-_.-- -.-_----_-- � w60- -------------.--.�-T-ff---�.-!�� S� 1VD F H Iff1 -_--- ,--6., 01.-------..--,------- _______.a I §d2 P��j4ff 3D^NM �1"e -.-,- __ -_____ --'-------,-f�§ERSl4 �ff/IV "S E_C771/ ._ _ 5 5jK ,-� -- . UF--------,-,--- -�--,--",-,---4 _ t-5L2 USA -2&iA ---- --- ---�--."-------�---�-- _I ____________ : ---.- ,----" 533 _ - ---�-.*-----"---.°-.,-.--------.--.-..--.------.-,---.-.-- 1,//VLJS CLA LSA I** MI^ -------�-i----�--------.- �1� � 4__ 6E� n�b_R_-- =�JrP4ff - _== SO�_ ii�4i--=__ LI ._ - 1-/VjS§ CLAUS; _ _ 7_ MI^ _ - - ________ / z?A� zj � i _ _______A�p1!.- _�---_ __1_,_____ i ___._. __ ___,__1_ __--.�-------_ _..,- - g __-24 �__.._ S^NM PINE -*-,- --- --*J-�i-�-.------------j� r �q �--_ ±Lyzs _Lc USA -.�=-:----�---.-----.--------,-._��-----�-..� -- - --.--.---,----_--�fe 12 EI^ -_--_--- � a i ee7 �;45ifmff L� �--LZ.A-----"----'------''�,--�'----,-"---,--,-------', -iv"�5L�� ,-------,-----------------.---_-,.---------"-� i51A _4_______ e53 � � �-----------_____________. ________.__ S^ �kA� � -- --------------i_------------ 5�ff F.1"= �IVI3 cLA "SA - r---,----------- -/Vjs 5LAL§A ----- dEDI ! - __._____________,_._____ --- ___-.,----, ___ - ___ _� _..- ._.______- 7 r�L .____2: e70 ___.._._ E Si4-F;fi4ff-----------.------f5iW7S-fEEi�5i7li-------------------- ==��____ - 91 EI^ ------- ------------------- IZ'EI^ ,L��---��---,-�-.----�3 ----------------_-. 4--, ��? - ----- __ ------- L� PINE rLA-" 4�14ff _____.__ -'.----'-r i5�--7�=�Cii5 Y-T ___________, lQj4§C�I ----.-.-----.---1211 __.__________1__._______ - i9�� ! �V�_____ -,--- ____ - ____._______- _________ _________13 ?67 ._______.__.____1_____ ---,--_____._.____._� ----____.______JL*UFEL J //V"S EL"-7r// 01^ ------ _ ----------------.-----.---- -----.----- _____.__.____._ ________,____,__ Z^< - -- -----I --- - c"ERcj_ L^j?1Fc"A _______1 I EI^ -- -_- _ --------- ____ -_-- 15Ak------ ;:___,=_ X -UF�51 Q-k __ --�----7s=JL KtT - -., =- ---______ _.=_ 1 _"1-EAJ"/VLA E_A<EAVq .` ---.---�-k3 -� - --.--F-F�� ._ _._________________._____ t, " 7._7_. S =�:: =.iBI, -----.-- -3 A -,-",-------:-C� - 7 676 5 77 , iy�!��!! tBLAr" FIWff '_--._--__--------__-_--_ '--__ ----.--.--_-,,--,-, 1--.-----_�v- A/RG/A/AVA ---------.,--,-..-- / -- � -TT� -,----_-�-%---_-_----:-,.-_--f----_--1--t_�-_��-�-----�-��-%-�----.-._7---�.��--.-�-=z-�-.-.-- EI^ ----.-------------- 114" E^ _-_--_.--.---'-,,-�- L�5- 1 ____,______ --, -*-- 3 , . -_- __ - =f�t45io�ffi- _ _____V _�_ - ----- ---- -, i51ivo§�Ei5jjli -------W-- --- -,-. T- a 679 S PINE -,_�--._"'--,----------- �-- --,----- "-.-.- .. .... 6 -l-^ r-- -- l_l 1 685 ----- SLASH Pi4t--,- -§K"55l4L-- ----- -:__--------- -1VLE aLL/C77// ____-1.- - 1 )vL§zLcg --------, - __--_-_-,-,_--.--, - fffA - ��--�--.----�----.- - - EA6di___,__,_-___-Lkfc56i -_--"-1-,-�_�-.--.-_-_-.---'.-*% Ll- -- , -. -- '_- Z. -_-_- SLASH PINE v- __ .:,_ �ug*5jSi4OFiFzLia- , F5tvUs ELE R77ii -- __ z.-t[A-'-------,-------,----- __.3 ; _______4..1____ _-6&& -*'? ! ____6ii_ _3 W6f V______*______ �&e '____ �!" FiNff----PiVfS 1�� PINE -, 1_____ ,^MD ' __ *�--,ff----------,--F--� ELLi577yf _� - __ ----- __ _/VJS CL^ USA 95" EI^ _F_,__1_____1___S ----------°---,---.-,---.----.--,,--.------ _= _a __. __.___._______ ,_- -- --_- i- §b6 - __ _______ ,__ WffEWKFc ---,---- _--_-.--- ---,-----,--*,--,----.. z-e�-���_= -.---_.-_--�r_ "-VJ��LL�CTE/�__ . ..... -.-...---..,-------.-.-,----..---..-- lf MI^ L ----F � 688._..___ - _____ 6 �LA-11 FIM-,--- {SEAS F( ff I _ - _ . FIVJS ----.- - _1 -- --�-----. ----_-. -- _ I - -------":=--� _ a - 685 -_ _ ¢S�� '___-,��-_ EL_/C77// - ----2.. --1vj_ -_---;_� --- EI^ -- -- I10" &S5 �j"H ���t_PINE = - i_ --- -�,--,-�----_---------- �LLi>7ril :_.r -t�����1��/ ENA, _ r- - - ; � ----.---,---�----.--�---.----,-I--,--.,------,.--.--- l. 3lh L^-" FI �--_,�-,-_,-. - �-L-ZC77/ .--_-,-___ --A -. -,--_-�, I -- -S9l - -�;r-- -"_: ffIVJ- ____Z" 6�i�i --"--,---------- _ - - i_ _L^ �" FI " - -,_- --/V-"S --_LEZ-!jj - - -____ - -__---A/�ffLE/ - -��4�EI^ 6!3=_r " -I"____-___-1V"S ---� 9_ EIA ___ = := -: - =- ____ _---__--� : ---- ' i, 6E4___ --S ,�V=qra F _1C7'7// ________-1.. _-,-__--- ____ .� _ . . ____________ _- - !i�---4-%----------- i L�ffit C7r// 5/j04-fftE/���ti---"'--,---,----j�- ---'.z---,_ [I^ - ---. -,-�---. ... _____a I---.-------,�---2. .- _- _--*"---__-,-----_--_--"'---,---"--_-_-------, -_-.--F-��-�F-.-F- 01- _ ______. _____1_,_ �i --P'iF�i--'--'-------65� -L^44 --P//isfCY5�7i/,-------,----- ---- " ---- - ------ -----------.-4-.-, �-��- - .Zz��_-.---.-.----- __ 6S7 --- -----,--, -,-L, f".ff_____-*- E /q5-ELL/iT//= -Pi _ -,---,--,-,- 2 t_ - 698 !sG SiAS4 5 1F SL�-iPINE _-_- _--_ _ ___--- 6iN7§&L7fO'7ii � _z �fi ------ ..,--_-1-1--..-- _jrzyfci5�j -.- 0--E�---------.------.----,-.-.-,-----,-,.-.-.-..-.-0 - .. I 2:L�lA---- - -�_-e33 --_-.- _ __-------& �___._ ------ ,_--- - F&r"___________, is" --,--..---,.-------,----,.------.--.- ;d---.---.----.�-.--,-- VAg 4>� G�&----*- ---------, -",------------,-,,-------,-,t----,, ---,-------,,-----,-- - . __- - _f.75i t;;g ------..-.-------------.-.-.-,------------'*-*,--,-,- --"--,-*-"-"-----,-,-------,-"----,-"-,---!----. _11___1______1 .. 3 . ... __ 2 762 509 ____--__-,'-i_"-_I1---.___--_-. i�ff 0§Ei5________ S -Li9R#I Nff - .-"--_--- ----.-_-1--- ._,_ _- _ tA7AiS EEE7OT7!T _' p_A__________,.__._ - --, --- -------_---.-� --.- - ------ _________4 ---"---- --,,__-_-_._--.--__-,---- - - .j � _F__ SLASH PINE . ----,- _�,_______ -----7 - W_� �LL1c7r11 - __ _-L-_ -------- 01, C^ -"- ---- _--- - - ---, -___, _ 3 1�&�, _.__________+_�:__ �jj 1L � . : L - -- -_--" �IMF ---_/Vj_ �L"C7711 -IVJZ�LLC77_. _ _A_ _ __,_____ ______ -�- --I---- I- =9f _t --,- --- _ ____._____________ --------'--7--------- -Lk"FI4- 11V"S -LL/cr71/ __________. ___ W -.-_---_----.-.-----,----- --- _ 707 -_ ' ---- _E_ffF - -. --..--- I § LA�RP �ff I --.-----.-------.-------------,---- � EL"cr711 21->-^ ---", -/)?� t"� =: -- . .____ = ---ZSq .- . _3 - - -'-"- ---"________- T_5_j__._____1_.____1_L S § LA� iP2 _ -:-7-----------.-'------I-----,-.--------- -_,_----- _� �-"--------U--- �,!� -ffELI57�ij _Q�66 E�5,A----,__,__ ,- - "- EF lA _ _ _-f-F ,9 �_R____:L_ !-_A- FI ;_ff'__ _._==__1_ _DK____1__ -Y - -----'-'---- iF1/vjStLLizitTf -- -- * - _3 2 S j,i____, i 7 •SL ." P1 ____ 7 _ __E_ - -------- �L-*" Fi"ff __--,-_,_---_----_--_--J-.-_-1-�-._--_---_-_�---__"_--�--,_"--r--.---_.------L-L.7_ .�_ -.--------_-_------_--_ --_.--.�------_-_ -�------:,- -_�---.-,--"-_--_--,_ �ii��ff-:--i�ii--- -91r ------iw_LLic --- - 13 EI^ "3 - �---',.-,----.-------_--_--.-1----_--- _-_--.--_-_-1-_---_,,__---_.-_-__.,_1_,-.----_..---_-..-_ _R�1V§E_41C r-11 a r§^ F ____.___ __1________ - � --5 -._f2 � �f-l4�---'-'--- ;"YD�tLcicFjfi - --7 Uk- - _ r _________,___1 g-- f _1__._Ti&A "- ffIrff - ----- - ----'-'-"--- _.__ ______ 1A . 1 '-D '-_-, "-----f -I"--- �- �/IY���L�-�7L7//.-------1 . --.. :P ---�I.,_ -__,--,- _, jj 5°-hK-- - - ------.. "---_--II q-" SC�§" Iff -/""; E_L1DW711 -- - F'�C--.-F )EiVUS�CiC�7li j!4- ;I A -.-----�- - - ,- '--ff _!L_,_______ ___ ----.T_ �-" FI N = _1-.------, -,- ��.------..-----�---- VcS E_- cr_f1 'I 3 c^ 5;---- t k - 4 - - - =3E I ..:-� ' A 717 718 __ - _._____.__ S LASH � I M = SfNR PINE _- PIN US -'---- I -fi- h- ' fik-% ,---------, T /V&-ELEf5F!i/------"_---l2"_A_1 -".---�_--.-�_-_, -. ,- i I ..... :K--7---'---,------- §LS6fi- �r-F----_,- ..,.__.._._r..._._._..--.-._ 7_R------__ 7_0 ___________..___ - LAS -Ei�f--------'--'-5/VEV�fLL/5��/�- .�T______..____ � - ------- E5A�---- cf, - '- ---- ---- ____ --____W3 Lz-ffELTCFfii - 7*1 EI^ _____ ----�-.-----.,-----, �,---- -------- 11 -.- _I^ E.__..._...__.__.___- ----- I----.---.---- _ _ AFUK- 4V2_____.___. -------,---,--""�------- --_------- , C"�F- "§7 VcV - .. E! - _ -I =4 j �� - --,---,,---,-,-----, -----,- -- 2§ f -Pff _______._ 1. � �V__�:�_�_ i____ ___ jU_&ELje )Wf al E>I^ ------------------ T ---------.--N i�� ;k�i-F- �iit4PiZff - -- '-- -E"i���-------------- B�qC�ffEF5i// - - - --? ---- iP ____ - _ -- j _39 - F2� SL�St-ff,frVff-------,-,jE/voS eLZ-577/%--"-------,--- -1 a-r-A -.,.----------.---.---._--_ - -j-------- ::----2 I ; -,--, SLASH ;4f ��,i4-ffi�i7- �;VZS ELffiOTFii - i v-j-§"'�ffL�it_i_j�iT-----,--,-,------*-"-- g--51A -- -_____ -"--- -----------,-,--*" -_--- ._- - _ -i 1 ___ � _-I..----.---.------- - �Lk§iq-5lQ---- - - ---- iL7��,��F=i5'i��i7-- --,-,-,---,----- 5iA j 3lrIo I - EI/ _____.____________ ____ ______- _FRE _9 27 _ 1;_ __________ 7�� UA5_jk445� - -- _____,_! --�---_------j�-- JA CA - E �� A, ± § k P ��7�7 - ;_ _�__ __1�______'_ --------- --_�t--- - -t5 ;-El; --.'--------------2 z- -----' -_ -- a 729__ . __:.._.__..__.____..___?SLASH_ - 7SO ��_§Jf___�iff ___, � 0i4ff , I �ffLLIC 7r1T 7 �.2�,�-"--" ,---"--,-- - i �6fA '..l-------.-----.---.-------------"-----.-,---, rF -- -7- -i-----------.- --_�-- 1 __ , ______.____ /Vjs ELL / OTT!! U,; S__.____._________ . _. i K3 _!A� _ ��-_-i-f---'-------r�f5j �L6 qfi�E -,._- - .11..1.1._... ----" '--- _ -- %----------!--.------,,-,---& I - t� U§-i� ----'--l-l4-1--'----- ---,----.---.----,,---.----.-.--_--1 5Ti--ZLi5Frli .. V - .-------. Z______ ._______________ _______._______ SLASH PINE - _� ------.-..- I -.rL_1_/---. = .____..__ -Iv"S ec!1 _F/V--=_" D I^ - -----,--------- I . .DI^ M . i �I__ 7� ___ 735_.________ F_^ " I " -_ _____ ___ - �-Kr�-i------,-- �i4f <7r-f -.-��-------------.-.�I 5; - a S >I^ _______._._____ - - --j � - -,---%___ �*. � - - ____E-t - 5j4ff ___._._1___.=jFPivzi§ELLicjji 5q! !§ = 21i5r 2er ----,-.------.- ___ -- - _ 3 _ ti -.-.-..---,..----.--TZ6 i�M I^ .- "1 SLASH F�� aTKLi��ELii5i�fi ---"---,-""-,-------, 10.5� __7a7 - 2-.f---,---,--,--,-"5 j3�-- '___,_ ___.____.__ b:xSi5INff�ij7W - _5 _ ��&i-.-----------�-�.,-.--. .�11--,-.�---.--- - .- __,__.__ 2� _ __ �i � �-i "%-"-,-,---,-?&� �i��"ff4ff ;---.- _------ --*---- ___,_ _______,______,_ ______,_______ ____.____�' 1 ____1.__.__.__ TjVc§y5 �'?I�7w& §��� Pf E -e1-IQLIffEL, M 7F X___._._____._____ F------------.-.-,----------- --,-----.------- 1� T__'__'______'_____- � --i----------.-- 1 111 A^ � f-54t---------.- m --------__L--xzT.--..-- ------------.--,-----------,---.--� 7W � 45i�t_ __ _.___._.__3 � �;4!_F_________,_,____ _ � � t , 7!�E _----___.____ _: __�iv� Lf>jii -------,--------------------- ---,-- __ -Iv"SeLLICr7If - --- -,-"---,-*,-"-,*-,,,---"--,-------_,_____,_ .. "! .... fR---�-.--,--- i cmp �----,�_______.______3 � �� 743 ----- -,-I�[���l----,---- -�- -j. . -. E- �-T /Vz EIZ�l I^ - --,-",----_,_ ..____.___...._.____._.._.. -3 -lNff 74a --__--__--'- '---- --t i %---.------..--,-----.!�----.----.--�..---.�= 2- - -.__-- -_-----'_-,-_--.. i- i----_j_-i.=--- S[-��7- --'-:� ___1 Y-- ___i � - -----LA-" -i- ___Ij EiKsffLLT57iiT 10.. r[^ -�-- ' '�-i---""-------,-,-,-,-------*-,-"---,",-----,--" -- -_- ff_ L 1 `-----..r--.E 1�- 5_-_,- i_j-_--_---_�--_--_-_- 2,_r-.--._--- -_---_---�---'_---__-�.,--- & - 7iEE�!�kL!lrff �_l,---.-.--,-.--- --vj- ELL/OTT/1 ,.-.,-.-.---------.,.-7'1----..-------.-----..-- _-_-__---,---_,- .-.._".-.-_,. I� . :I^ --],.. _--- __..__ _--,.-_."-,__----_.,-"--'-_-----_--_-,--'-_----_ ._- . 748 _ _ SL-- -I"M ---- , t_ma c_ AP- ________,___i_ .-_-.,-----,��------z-7--"-,---------,,-,---,--- 1V"S =L_1C71 Q"�F=iSV/?ciq,AVq ---.-'-- --, - --.---------.----.-.-.-.---.-.----L------.,-.--_i 1411 rl^ d!A --- I --1 . 1 -Z-7 3j T�nN?fI M ff 5 E/Vj-5L�§A -z-55r!§---, �_ -----47 - -------- -"-------- 7** EI^ --,-------- ___*_________ t _�740 ! i T50__._..___t_\EZV< __._.__.________ --- - 5fR -,/,ZiA/Aiq� --------.---' f`bi^ __1__.__..______________ �-s1-�-� Z5i - ---- _____._t;C�O:---,--------.i?��Lz�L�I/R-/IV/A/Vq - -L-- .-��--T----'--'--- 12' DIA ___.._____ _____30 Z7SP �� ,_lwa D^< ___.___ �E�_ C;" "= S Vi�jlAIAAA �. -..-,----: -------,--_____- ,__-__._.._....__.___-- R��R%f�YzYl 7----'--'-----'-"'----------- ��blA .°._._ -- _- _____, _1" _11 _ =-----,-,-,----"--,----,----,--- - __: . _.___.. __ -• -• I 754 -_-."._ - -_--_------_ ------,- -, _LIVE OAK ------,-----,---" _ c"EFC/--- ,/f-/VlqVA -- ___.__ - _ . _. ..... ---.--..---�-.-�1�-F T : - EN^ L ,__ -- I 2A _- -i7---_ ;ff5 F_____________ :iIfOA : ff - � - ER ---.----.----------- Iv 5,O ----"----'- Zf? §1ALZ5l4= -- - ---- i_____-__,_.______ ;-,-----------,-,-- -- 19 ���p� - .1FcyV1AVA -- ______j --.-5lK---.-.- - - __ _ LE?_JS X/FG /V/qV^ W, :f^ _+__________ - �"-ff-�-i--'-----'------ --'.. ----,-------,. ,-�I 7qULCC---..f -r -,� _� - _ I -25q____________,___ __.__31 1 _______ Zf� __ _____ - --"---- LAUREL OAK - ----------, ----- b L�?L_ -,----. P-,--=-,-.-----.- - -B-MI^ ------- ,-�-.�------. --,_-__-_,�.-.-_.-----�-.�_ �:- L- -��---_"--- _�.. _ - _� -_-jl- .-;- --- - - L�iiftt:5xf----,---------iQ"- R-_j- LqCJF?1F=CLT A ------------ _" E!n--_ 1_.-.____�. ._____- Z-ffj�F ____5jv47 ._---_-�--5--��----: -i . T5q_- ---.-,.----.-�--�-------.--,. KeI S-:� �����I� !--N�-.-.--.-�.--,-----�----------.-------------..---------,--_ ._,-i--_C-- fLui6jjli----- __, ------ CLA a EI^ -----.----..-11.--.-----,-.---,.-.-.-.-- _.1 ___-___.-..3 r_ ____.___ -,--*- I Z ---------.�---.-�-----,- Z� - "WE >^K USA C"eFC4JS /IR-/A/AVq 19• --��t-.-----.-------- ._�-_.-----_---,�_-.,�- ------.z __1.___.___1_____ t �L�e*Rl___..____ _-- �______ 263 1 L-- U FZ - L <^ K - -- --.---. 7" DI^ _.___ ------ _ __ _k.__.______. .�"-�.- - -i a 734 `____*____,__ �U� � LDK_-- - T� - U E� iC--'----- -- Yff�= iUqiE ; - - - - f7----._.-----.-------,-.-#._____------ i Y6 --a �§_=�UFffCeki ,t6&____ j_ �- U F� _am - __'___-_ �--7 '--- ''- '1____...__ ___- -!-� y F ! >4-< ------,- __7 EI^ ---2 -- ___ LA �j _i- § i'E Li9 _ "E,6.-,--.----------------=-- S -------. ___AI _ = _____._____. _.___.. I _-- 7WF___._ -------'-,�- LAU M E L_ C^ < -- �- ---- -- ,--------.---.-----------.-.-- - c4eR(J_ 4q,P/=cL/q Z5Uffwtu§Ewoj�iF5iA---�"5-�--� - F- _ -y-- -- e* CI^ ----- __________ - -,-,-----,,"--_ _,.. ___'111...1..- _._._..__...__... ---_ ,jE�=CRff56< _=:-'-- _ _!_ R ---T _---,-__--"-.-_'-"-_ K70 I s LA§T4 P44ff LAUREL >^ K ____.___.___________ �J- -_L/C77// _ _. _SZ�- - - - LA 4j?/=_z/A _ -�-_-- -'___ -ZTi 6- I �5iA . i� _ - .1111. -___ _ ---------.-.,----..--------�-� --I -. .--- - ----7 _ J -I/- C^- Q"eR-"-//Ri/vFAv; ___________ =..--- ____ _ _.___________ ,__ _____i_ --------.--,�------..�---.�-------,----.,-------�-----...----.. _____ -r ,I\ --RL��;4ljA b �.t-.,- i=-Pl� -�_� -__ .-- _77� LAUREL OAK __ff7_E�k____ !_-E_-_�- ._.___..__.e..- .__...__'______. A - ----'- -, 5iff�s!SLeg�15�---I �---------__,____-----------.,--.-_---- --_ ---�,----�-----,---,.-----.'..-- $ EA -. �77a � _I/R -- _ a �J� qjrJ �_� �n... ! � �..- _4__ __3T;� 2___________________ 7 775 1 __________ LAUREL _________ _L __ = - - ;L�fZLS LA4j?1CL1A - -- --- ._.-Rt��fl-s4 ._1_ -�----.-- - S" EI^ -I^ -i _____ --._________ - & 1 �'e =Z______ S_-.---_----------- !�LRE�_ : : L^ U M E L C^ K _____.__c4jaf-ci--_Ak.fF?1Fc"A _ n ! " _ -,� O _ _ � .ET� _-- -.- 1 -I-.-3 9 _a _ i 7 T--- . �!--K --- _r_ L 4 L?/-CL 1_ ____I�i�'-�-F?1o____ __ =--3 ___ ___ - �- ____ .__________________. -K 7- i_ ----.- KZR _ Lk LF- - �K cUe?_jS ZA"f715A M I^ ---- ___________3 � __ 780. __._____. 1ff �---.,------ � u��ffc ceF-"SJ:ZLJ" - -- �4 �I �5l6:----,-"- _ _.__________ ---'7 -_rE '---- ----_-- --_-, -- --�_' --.I--*-:,-_- -*"---," ____..A 731 S 51 1J_ � cLiZ�.__ _ ------ .--.----� 5FP5� �ffffkTY - g:�t-i"--,--�--b I i c. EI^ __.._..-y a --,.-.--.-----, 4 ."-"� ._ ----------------------A cizfftAK -__ ------ __1.__.______._ i;� 'L CAECS ?G V^ 2 UkE5C�-- �QUERCUS LA URlFOLiA -i -- -�7 ------ i7-. 7-- 1:>jA -------- ,-__ I - } "" ° °`-- °- _..._....,..._.. - * .- e� Gulf Coast Consulting, hic. Land Development Consulting Engineering -Planning -Transportation -Permitting PREPARED FOR. � I I I I 04111141 ill '01110 I 3: 3 -n IQ.0 na • AKED N I- T SCREEN (TYP) it CRATE ELEV. = 88.67 22 if Coast Consulting, hic. Land Development Consulting Engineering -Planning -Transportation - Permitting 12- = 12* BAY— TREE 12' = 12" OTHER SPECIES 12' 12- MAGNOLIA TREE 12' < = 92° CYPRESS TREE REAR SETBACK: N/A LANDUSE DESIGNATION: R/OS W J� = 12- CITRUS TREE 12' (b = 12' PECAN TREE 12' $0, = 12' EUCALYPTUS TREE 2�' 0= 72' BOTTLE 1WU_%f TREE 12* 11�> = 12- SYCAMORE TREE I 12" -1 = 12' PINE TREE 12' 12- CAMPHOR TREE STORAGE SPACES PROVIDED: CONTROL STRUCTURE OVERFLOW PERSIMMON TREE 12' f2° CHINABERRY TREE f <8 12' nCTATI i 285 SPACES LEGEND STAKED SILT SCREEN STORM SEWER PIPE AND DIRECTION OF FLOW GRATE INLET FLARED END SECTION MITERED END SECTION XHP ROADWAY HIGH POINT 0.50% HARD SURFACE FLOW DIRECTION & SLOPE b 4 DRAINAGE SWALE W/FL0 N ELEVATION PROPERTY BOUNDARY PROPOSED LIGHT POLE +90.7 EXIS71NG SPOT ELEVATION — — — — — — — — — TOP OF BANK SURFACE RUNOFF FLOW DIRECTION EXISTING EDGE OF PAVEMENT MATCH EX. GRADE PROPOSED SPOT ELEVATION TOP OF BANK GRADE EDGE OF PAVEMENT & TOP OF CURB GRADE MATCH EXIST. GRADE (32) SITE LIGHTING TO BE LOW—GLARE WITH LIGHTS ANGLED/DIRECTED TOWARDS PARKING AREA. if Coast Consulting, hic. Land Development Consulting Engineering -Planning -Transportation - Permitting 12- = 12* BAY— TREE 12' = 12" OTHER SPECIES 12' 12- MAGNOLIA TREE 12' < = 92° CYPRESS TREE REAR SETBACK: N/A LANDUSE DESIGNATION: R/OS W J� = 12- CITRUS TREE 12' (b = 12' PECAN TREE 12' $0, = 12' EUCALYPTUS TREE 2�' 0= 72' BOTTLE 1WU_%f TREE 12* 11�> = 12- SYCAMORE TREE I 12" -1 = 12' PINE TREE 12' 12- CAMPHOR TREE STORAGE SPACES PROVIDED: CONTROL STRUCTURE OVERFLOW PERSIMMON TREE 12' f2° CHINABERRY TREE f <8 12' nCTATI i 285 SPACES a 0 Q CONCRETE MASONRY WALL CONSTRUCTION ') WALLS Materials, construction and quantity control of masonry shall be in accordance a.) New construction: maximum 6' -0' high and constructed of "x8 °x16 "). with Uniform Building Code (UBC), Chapter 24. General conditions and construction requirements shall be applied as specified in UBC, Section 2404 (f), concrete block (8 Materials used should be consistent with those used in the construction of and architectural style of during grouted masonry work. �m 1. All reinforcing steel shall be deformed bars conforming to ASTM A -615, s� Grade 60. Vertical reinforcement shall be placed in the center of the masonry cell, and shall be held in position at the top and bottom. �% approved opaque material 2. If a slab dowel does not line —up with a vertical core, it shall not be sloped a� ^M more than one horizontal in six verticals (1:6). # a Q R 3. Horizontal wall reinforcement shall be standard truss type DUR —O —WALL (or Q N O equivalent) at 16' o.c.. U� m 3¢ 4. Hollow Load— bearing Concrete Masonry Units shall be normal weight a a DESIGNED v° a= PSi. o� U DRAWN �o `o 5. Mortar shall be type M or S, in accordance with ASTM C -270. Place all '2 CHECKED fs 6 face shell mortar bedding, horizontal and vertical. E o� a N = 6. Coarse grout shall conform to ASTM C -476, with a maximum aggregate size 3: Q -C- z m as rn f RQM CONCRETE MASONRY WALL CONSTRUCTION ') WALLS Materials, construction and quantity control of masonry shall be in accordance a.) New construction: maximum 6' -0' high and constructed of "x8 °x16 "). with Uniform Building Code (UBC), Chapter 24. General conditions and construction requirements shall be applied as specified in UBC, Section 2404 (f), concrete block (8 Materials used should be consistent with those used in the construction of and architectural style of during grouted masonry work. the principal building. (Section 3 -802 Materials) 1. All reinforcing steel shall be deformed bars conforming to ASTM A -615, b.) Existing: maximum 6' -0' high replacement materials can be Grade 60. Vertical reinforcement shall be placed in the center of the masonry cell, and shall be held in position at the top and bottom. made of the same materials as long as they are made of approved opaque material 2. If a slab dowel does not line —up with a vertical core, it shall not be sloped more than one horizontal in six verticals (1:6). 2.) FOOTINGS a 8 "x16" concrete w /2— #5 continuous rebar imbedded. 3. Horizontal wall reinforcement shall be standard truss type DUR —O —WALL (or equivalent) at 16' o.c.. 3.) CONCRETE SLAB m Monolithic, min. 6" thickness w /imbedded 6 "x6 "/ 10x10 welded 4. Hollow Load— bearing Concrete Masonry Units shall be normal weight wire fabric (W.W.F.), 3000 P.S.I. with fiber mesh reinforcing. conforming to ASTM C -90, with a minimum compressive strength of 1,900 PSi. 4.) CONCRETE FILLED CELLS With 1 — #5 vertical rebar tied to footer steel at each corner and 5. Mortar shall be type M or S, in accordance with ASTM C -270. Place all every 4' O.C. masonry in running bond with 3/8" mortar pints. Provide complete coverage fs 6 face shell mortar bedding, horizontal and vertical. 5.) GATES Constructed of min. 1 -1/2" diameter galvanized tubular steel 6. Coarse grout shall conform to ASTM C -476, with a maximum aggregate size w /privacy —type slats inserted in galvanized steel mesh fabric, of 3/8 ", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at hinge— mounted on min. 3' diameter galvanized steel post. 28 days' (Gates and post constructed and installed per applicable building code by licensed fence contractor). 7. Minimum 3" X 3" clean —out holes (saw —cut) are required at the bottom course of all cells to verify grout placement. Clean —outs shall be sealed after 6. DROP PIN masonry inspection— provided in accordance with ACI 531 -4.6. and before 1/2" dia. 18" long metal rod gate latch. Provide 314" dia. hole grouting. 6" into concrete for rods. In asphalt provide a 3/4" P.V.C. 8. Prior to grouting, the grout space shall be clean, with no mortar projections sleeve, 6" long, or equal. greater the X ", mortar droppings or other foreign material. All cells shall be in a4, Z. e •• •e: 4•. vertical alignment, and shall solidly be filled with coarse grout as specified. 7.) SOIL 4 aQ a Soil bearing capacity to be at least 2,500 P.S.F. 9. During placing, grout shall be consolidated with flexible cable vibrator. First grout pour shall be stopped a minimum of 1 — 1/2" below the top of the middle bond beam masonry. SOD CROSS- SECTION D -D IM SPACING OF POSTS FILTER FABRIC TO BE 6 -10 FEET APART MATERIAL Aluminum Skimmer NOTES 1. Fasten skimmer with 4 staintess LO steel bolts w/ lead anchors I 2. Seat all edges of skimmer at contact points with structure with waterproof caulking or approved equal 2' Wide Concrete Pad Under Skimmer Aluminum Skimmer-,, /----Embed 2' into PLAN VIEW Approx. Weight 190 Lbs. 6" 18" 4' -1 5 -3/4" " Eye Bolts Per 7 FDOT Index 201 5 -3/4" 3' -0" Top of Bank Top EI. =88.50 e El L Grate Bottom EI. =87.25 _ Weir " Overflow 18" Outfall Pipe 15 �'°{ 2" Cir. 87510 0 I = 84.50 Pond Bottom 8-/ Bars 2" Clr. @ El. 87,00 Conc. Pad 0 12" Ctrs. 4" ll. Install 6" Min. CAD Ell. 86.00 (Min.) Gravel Bedding CROSS - SECTION ❑UTEALL CONTROL FDOT TYPE D INLET (Modified) STRUCTURE N.T.S. ■ i 4 O 4 4 e 4• 4 Q ;. a ,.- 2 -1/4" 4 m 3• -0" -; 1.� • 1 fs 6 4'y ,Q A 4' a4, Z. e •• •e: 4•. 4 aQ a PLAN VIEW Approx. Weight 190 Lbs. 6" 18" 4' -1 5 -3/4" " Eye Bolts Per 7 FDOT Index 201 5 -3/4" 3' -0" Top of Bank Top EI. =88.50 e El L Grate Bottom EI. =87.25 _ Weir " Overflow 18" Outfall Pipe 15 �'°{ 2" Cir. 87510 0 I = 84.50 Pond Bottom 8-/ Bars 2" Clr. @ El. 87,00 Conc. Pad 0 12" Ctrs. 4" ll. Install 6" Min. CAD Ell. 86.00 (Min.) Gravel Bedding CROSS - SECTION ❑UTEALL CONTROL FDOT TYPE D INLET (Modified) STRUCTURE N.T.S. ■ i ilk SOD 5' >_ 3' WiDE TOB 0 88.5 Q 4 STAKED E/P 4'08 _r- SILT SCREEN Mqa POND BOTTOM ,..¢ EXIST. @ EL 87.0 GROUND (TYP. ) ��// rm ��rr�•rsnn, r.,mr MITERED VARIES END SECTIONli RETENTION AREA CROSS-SECTION- N.T.S. CONCRETE WHEEL STOP DETAIL NT -� { 1 Hl\tu OPAGUE SILT E P - SCREEN w 2' FENCE STAKED � SILT E/P SCREEN EXIST. _ M GROUND (TYP.} :s 4tl S1 -aF'E Cif 2# 2# 6x6 —# 6® 4' 6f 6x6 — #10 W,W,M, 4° CROSS SECTION A —A N.T.S. -' WIDE CONCRETE FLUKE N,T.S, a OAT£ i�l Ass APPD H ®Z® O4• BY OF SWALE (SEE PLAN) t b' { w •µr o s Cq �o a tz N N I TREE LEGEND 127 RT = 12" OAK TREE 12` O = 12" WILLOW TREE 12" = 12" MULBERRY TREE 12` = 12" PALM TREE 127 = 12" BAY TREE 12" = 12" MAGNOLIA TREE 12" = 12" CITRUS TREE 12` = 12" EUCALYPTUS TREE 12" = 12" SYCAMORE TREE 12` = 12" PINE TREE 12` = 12" CEDAR 12" Q = 12" ELM TREE 12" Q = 12" MAPLE TREE 12" Q = 12" WAX MYRTLE TREE 12" Q = 12" OTHER SPECIES 12" Q = 12" CYPRESS TREE 12` 0 = 12" PECAN TREE 12" 12" BOTTLE BRUSH TREE' 12" QQ 12" CAMPHOR TREE 12` Q = 12" CHINABERRY TREE 12` 4g> = 12" PERSIMMON TREE M I _ I Q 8914 9042 11 90 55 69.96 +89 0 9(1.92. 55 90: 1.. p . w s WOOD Y, °o o _ 12" wwo --3zz ° 9 BRIDGE s ( 3 U , ,, _ 1. UNLESS OTHERWISE INDICATED ALL BEARINGS AND DISTANCES SHOWN HEREON ARE FIELD MEASURED. ¢M wgw > 30 t1 1' 89. ; _/ Q" BEARINGS SHOWN ARE BASED ON THE WEST LINE OF BLOCK 36, UNIT 1, SECTION A, CHAUTAUQUA ON w ^ cv 90.70 ____. _..,_ _,___ ___.___.. ` _,..__. THE LAKE, PB 9 PG 52 ASSUMED AS BEING N.00-01'57 -W. 33 U_ 90.45 55 9. + + f + + `o o z 4 8a3 90,1 90.6 a 90.2 89.7 +814 } 89.1 89.2 89.3 � a � 14 4 ` ._ �.,_. 2. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR a +90.7 ow -wE_ - - 051 { 8" 6" (D n. U K T t 1 � 16;r _ 11" i�? 6" +989 AND MAPPER. ® 88.9 -=" 410 7" " 3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND ,( ° , L'\ 12" t4" 7" UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS. _ eso ( `.{ �� 11" B9.3 1s " 4. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN �. 85.86 +90.5 g 15 i J j a^ Bap +894 �. s" ° 10 VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING 1 1 69.0 HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE 90. �'9 +89.5 A' +69.8 +69.4 +89.4 +69.s 89.0 +89.° a" 11" +86.6 89.6 6" +8.6 CERTIFIED TO. ®.�.p •3 89. ( 89.2 7» 13" 9" 89.1 1 "P.V.G.90.5 vu: 67.8 9 �1 a" s" t z" R. 5^ { + 9 89.7 .1 4. 14" tY "iy + m I.G_ s.GD 14" 4 9" 10 9 t ° "° + p y 5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED. �8 1 5 .Q10 4 Q 6^ � 10" 7" 9" a" 8�.1 7 1 I + 15 yV. 90.1 / n7. 7 "5° JURISDICTIONAL, + 'Q "� 87.4 184 g 49" a;®s" s° 9" 84 49A tt" '49,110 2" 6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIO L, +89.97 90.54 �A j67.o +87.8 +883 19" 4.1 4 10 4 t3" "ACACIA TREE @5 HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 90 54 + +8 .5 +8&0 Q 8 .00 . •99.21 1 " 'Q � g 7" 9 X10" +88. 87.6 8&9 7. PORTIONS OF THIS SITE APPEARS TO BE LOCATED IN FLOOD ZONE X (AREAS DETERMINED TO BE OUTSIDE 90•4 85.8 9.0 877 +881 89.3 89,1 7" a' 1 + 8a5 1 500- YEAR- FLOODPLAIN), ZONE X (AREAS OF 500 -YEAR FLOOD) AND ZONE A (NO BASE FLOOD +88.1 +88.7 +69.0 + 7" + 1 d° so +&5.4 +6s.1 4 892 4 10" 89'1 s4 9" ^ Bz6 s.z + + ELEVATIONS DETERMINED) ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD 85:2 + 84.7 90.0 86.4 / -6' chain link fence 15" 13 4 + 94 4 Ba3 8.4 INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12103C0088G, DATED SEPTEMBER 3, 2003 (MAP 85.5 +88.4 -column {� 85•1 s_.._.._._._9o.a2- __ __67 - `-- _. _ _6s.� 7� _ �sa,5 1" 8&6 INDEX DATED SEPTEMBER 3, 2003). POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON I + 85.3 + 85.3 + 65.2 ® g9 + ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE 85.0 a 7" column + + 12" o + 86.7 12" �7 88.7 88.3 8" 5 + 87.7 + 8^ 87.9 + BBe + + 4 " 4 +w. FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING ® +86.165.5 84.5 } +84.8 85.0 5" + 87.8 6R3 �° 9" 88 2 85.9 88 9 7 15" 5 84.3 + + 85.2 0 12 "5 "5" 8&7 +8&4 JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM 64.9 85.2 -so' R/W VACATED - - +88.2 +8&0 THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP CORNER N07 ET +84.5 PER OR 8055, PG 1430 + 880 68.7 168.5 L S IN WA R t2 861 86.0 +sa4 +883 [ { [ p /` ([ j i ! [- f -. } -T IS FOR INSURANCE PURPOSES ONLY ". 84.5 SIR t_ I F, I I -1 A `J i._ i \J U 1' � �. J U 1 1--1 ++ +84.3 N89037'1 a' ®F 91.3 +918 87Q _ 440.012 we 8. ANY ZONING INFORMATION SHOWN OR NOTED HEREON IS BASED ON INFORMATION AVAILABLE DURING THE 84.0 Y +84.5 } PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY +848 8&0 PRIOR TO ANY DETERMINATIONS OR DESIGN. 9. THIS SURVEY WAS PREPARED WITH OUT THE BENEFIT OF AN ABSTRACT OF TITLE AND THEREFORE SUBJECT TO EASEMENTS, RESTRICTIONS AND OTHER ENCUMBRANCES THAT A CURRENT TITLE ABSTRACT WOULD DISCLOSE. 10. ELEVATIONS SHOWN HEREON ARE BASED UPON PINELLAS COUNTY VERTICAL STATION "CAMPUS X. HAVING AN ELEVATION OF 91.185, NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD 1929). 11. TREES 5" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER BREAST HIGH. SMALLER TREES, NON - PROTECTED SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. 12. THE CITY OF CLEARWATER RESERVES A 20 -FOOT SANITARY SEWER EASEMENT AND A 15 -FOOT WATER EASEMENT OVER THIS VACATED RIGHT -OF -WAY, EACH CENTERED OVER EXISTING SANITARY SEWER AND WATER LINES, RESPECTIVELY. I- R T I F I C A T 1 CERTIFIED TO: DIMMITT CADILLAC I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE TECHNICAL= STS NDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS -IN CHAPTER' - 61017 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA, ST �UTES JULY 23, 2004 DATE OF FIELD SURVEY JO/EfGL;.PLS . PR F SSIONAL. LAND SURVF" OR STA OF FLORIDA L , #5246' L Tl.t. TELLnS10d.VAT,_,LR n � = UNDERGROUND TELEPHONE PAINT MARK T.V.B. = CABLE TELEVISION U77UTY BOX T.U.B. -� _ = APPROXIMATE tOCA110N OF UNDERGROUND' UNDERGROUND' U. T T M. p.p. �f =POWER POLE TELEPHONE CABLE W17H TELEPHONE UTILITY BOX O.H.L. - „r- -,n - = OVERFIEAD LINES UNDERGROUND TELEPHONE CABLE WARNING MARKER C.P. = COI -4ATION POLE (POWER/PHONE /CABLE TV.) T.P. A�_ = TELEPHONE POLE L.P. Ar = LIGHT , F.O.M.I� UNDERGROUND FIBER OPTIC LINE WARNING MARKER C.L.P. W = CO6 D ON & LIGHT POLE f.H. q= , = UNDERGROUND FIBER OP71C LINE PAINT MARK CP = GUY '� W -- im"'�- = APPROXIMATE LOCA77ON OF UNDERGROUND WATER WL UNE WITH FIRE HYDRANT, WATER VALVE & METER M.P. ,w = = WATER UNE PAINT MARK = GUY- R.W.V RTYL -M- = APPROXIMATE LOC4 710,M OF UNDERGROUNO REUSE WATER FA = ELEG1tiiC U17UTY BOX (TRANSFORMER) RWL UNE, REUSE WATER VALVE & METER pL X =REUSE WATER LINE PAINT MARK = UNDERGROUND POWER PAINT MARK 6' CHAIN LINK FENCE UNLESS OTHERWISE NOTED = ELECTRICAL OUTLET = PARKING POST OR BOLLARD = ELECTRIC UTILITY BOX = PROPANE TANK © = ELECTRIC METER CONC, 4: a = CONCRETE ASPH = ASPHALT 9 = DEC XtA77VE LIGHT au = FLORIDA DEPARTMENT OF TRANSPORTATION € € € = APP +'uX +MATE LOCATION UNDERGROUND POWER LINES Eau S.R.D. = STATE ROAD DEPARTMENT Q = MONITORING WELL O.R. = PROFESS RECORD � = UTILITY MANHOLE ND S P.LS. = PROFESSIONAL LAND SURVEYOR ® = PEDESTRIAN CROSSING SIGN LBI = LICENSED BUSINESS NUMBER T.S.B. ® = TRAFFIC SIGNAL UTILITY BOX 01A = OVERALL DIMENSION T.S.P.? = TRAFFIC SIGNAL POLE PO -C = POINT OF COMMENCEMENT STiHiM CURB INLETS P.O.B. = POINT OF BEONING l � = CENTERUNE -Al 1/0\1 f �MI)ERED RIB' = EWAY ®_ == END SECiI ELEV _E ELEVATION = FLARED END SECTION FIR o = FOUND IRON ROD = GRATE INLET nP o = FOUND IRON PIPE = STORAf SEWER PIPE & MANHOLE SIR o = SET 112" IRON ROD & CAP LB. (6113 FCM o= FOUND CONCRETE MONUMENT = SANTARY SEWER PIPE, MANHOLE, CLEANOUT & VALVE SN&D o = SET NAIL AND BRASS DISK LDJUI13 L R.C.F. = REIF7OPCED CONCRETE PIPE FN&D o = FOUND NAIL AND DISK �Es = SANITARY UNE C.M.P. = COPo?UGi+1ED METAL PIPE PAINT MARK (P) = BEARING/DISTANCE PER PLAT P.Y.C. =POLY VINYL CHLORIDE (D) = BEARING/DISTANCE PER DEED DESCRIPTION D.I.P. = DUC77LE IRON PIPE V.C.P. = VITRIFIED CLAY PIPE (F) = BEARING/DISTANCE PER FIELD MEASUREMENT = APPROXIMATE LOCATION OF UNDERGROUND (C) = BEARING/DISTANCE PER CALCULATION GAS UNE WITH GAS VALVE, GAS METER TYPICAL SPOT ELEVATIONS & CIS LINE WARNING SION (1F SHOWN) = BURIED GAS UNE PAINT MARK TOP OF CURB ELEV. 96,65 EDGE OF PAVEMENT ELEV. 96.16 TS, " = TRAFFIC SIGN FLOWLINE OF CURB ELEV. gfi:t6 CM = MAILBOX EDGE OF PAVEMENT ELEV. 966 t1 GROUND ELEV. 95.2 COR = CGRr:SR EDGE OF PAVEMENT ELEV. 96.68 GROUND ELEV. 95.2+ STY SM ' .A = XRL:, ,ICTIONAL CIF = GAIN LINK FENCE IE = INVERT LLEVA17ON -T ---r -T- = TOB OF BANK WIt = WOOD FENCE - - - - - - - = TOE OF SLOPE / CENTER UNE OF DITCH BLDG = BUILDING MAS = MASONRY Q = SCHEDULE B -2 17EY S/W = SIDE "ALK CONE = CONCRETE PIT = PLAT DOW DB = DEED 6,TOK PG = PACE ( SW = SEASONAL HIGH WATER ` 0 (_ L! tJ Le GOY = GOVERNMENT FKA = FORMERLY KNOWN AS IFNOV FIT = FENCE TIE E EDGE 0 2 2004 = OF PAVEMENT PROJE CT: PLANNING& DEVELOPMENT SVCS CH UT U U U .� - �' a- TYPE OF SURVEY: BOUNDARY, T1 ♦: fAHIC, TREE AND UTILITY Y PREPARED FOR: RICHARD DIMMITT POLAR# Sii- ASSOCIA 7ES INC. 1