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FLD2002-07021 (2)FLD2002-07021 FLD2002-07021 CLEARWATER COMMUNITY SPORTS COMPLEX & PHILLIES SPRING TRAINING FACILITY Clearwater Planning De, ant 100 South M, Avenue Clearwater, Florida 33756 Telephone: 727 -562 -4567 Fax: 727 -562 -4576 9 SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION CY ` OUBMIT 12 COPIES OF THE ORIGINAL APPLICATION including folded site plans SUBMIT APPLICATION FEE $_ CASE #:_FL_DL00,L' PL2_1 DATE `EIVED: -1 Z- RECE: D BY (staff initlals): ATLAS PAGE #: Zb I & ZONING DISTRICT: O'S + 2 LAND USE CLASSIFICATION: + ZONING & LAND USE CLASSIFICATION O ADJACENT PRCIPERT ES: NORTH: 0 S oS SOUTH: Cam_ � WEST: j P �,_ EAST: C FLEXIBLE DEVELOPMENT API Comprehensive Infill Redevelopment Project PLEASE TYPE OR PRINT— use additional Sheets 4?he MV t i f i A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Sectio APPLICANT NAME: MAILING ADDRESS: City of Clearwater c/o Kevin Dunbar irec or, ar s an Recreation Department 100 S Myrtle Avenue, Clearwater, FL 33756 -5520 E -MAIL ADDRESS kd unba r@ c 1 e�a rwa t o r- f 1. CO>$HONE NUMBER: 727-562-4823 CELL NUMBER: FAX NUMBER: 727 - 562 -4825 PROPERTYOWNER(S): City of Clearwater and Home Depot U.S.A., Inc. (Home Depot (Must include ALL owners) par el is currently under contract for purchase, to take place on or -be—fore 08-31-02) AGENT NAME(S): Not applicable MAILING ADDRESS: -- E -MAIL ADDRESS: PHONE NUMBER: CELL NUMBER: FAX NUMBER: B. PROPOSED DEVELOPMENT INFORMATION: (90t 41 d Coko�w►�,h R-O&J STREET ADDRESS of subject site: , Clearwater, Florida Please refer to the attache �3 legal descriptions for the LEGAL DESCRIPTION: Home Depot & Bomber Tracts Exhibit A) (ItOnQt list gheri, lea 16 4 4h� Iocat0 0 f t� O 1 �mens in ��5ubTe4-16-00000-410 -0100 PARCEL NUMBER: � Approx 17.4 acres (see Vocation Map- Exhibit B) PARCEL SIZE: (acres, square feet) PROPOSED USE AND SIZE: Please refer to attached Project Narrative (Exhibit C) _(Qumber of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OFREQUEST(S): Please refer to the attached Exhibit C (include 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 _ (if yes, attach a copy of the applicable documents) Page 1 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater FILE CURY Cam-' C. PROOF OF OWNERSHIP: (Section 4- 202.A) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Section 3- 913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. Refer to Exhibit D 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. Refer to Exhibit D 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. Refer to Exhibit D 4. The proposed development is designed to minimize traffic congestion. Refer to Exhibit D 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Refer to Exhibit D 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. Refer to Exhibit D Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECTCRITERIA (as applicable): 1 . The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. Refer to Exhibit E 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) Refer to Exhibit E Page 2 of 6 — Flexible Development Application - Comprehensive Inf ill Redevelopment Project— City of Clearwater 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. Refer to Exhibit E 4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. Refer to Exhibit E 5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater. Refer to Exhibit E 6. The development of the parcel proposed for development as a comprehensive infill redevelopment project will upgrade the immediate vicinity of the parcel proposed for development. Refer to Exhibit E 7. The design of the proposed comprehensive infill redevelopment project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Refer to Exhibit E 8. Flexibility in regard to lot width, required setbacks, height and off - street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Refer to Exhibit E 9. Adequate off - street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on- street parking in the immediate vicinity of parcel proposed for development. Refer to Exhibit E 10. The design of all buildings complies with the Tourist District or Downtown District design guidelines in Division 5 of Article 3 (as applicable). Use separate sheets as necessary. Refer to Exhibit E Page 3 of 6 — Flexible Development Application - Comprehensive Infill Redevelopment Project— City of Clearwater E. SUPPLEMENTAL SUBMITTAL -- QUIREMENTS: (Section 4- 202.A) NNI SIGNED AND SEALED SURVEY (including dimensions of property) — One original and 12 copies; ❑ COPY OF RECORDED PLAT, as applicable; N/A W VJ ❑ P ELIMINARY PLAT, as required; N/A NvLQCATION MAP OF THE PROPERTY; Of�TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, in uding drip lines and indicating trees to be removed); 3 GRADING PLAN, as applicable F. SINE PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A) SITE PLAN with the following information (not to exceed 24" x 36 "): X All dimensions; X North arrow; X Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; X Location map; X Index sheet referencing individual sheets included in package; X Footprint and size of all EXISTING buildings and structures; X Footprint and size of all PROPOSED buildings and structures; X All required setbacks; X All existing and proposed points of access; All required sight triangles; N /A- existing drives _ Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen N/A —None trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; X Location of all public and private easements; X Location of all street rights -of -way within and adjacent to the site; X Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; X All parking spaces, driveways, loading areas and vehicular use areas, including handicapped spaces; X Depiction by shading or crosshatching of all required parking lot interior landscaped areas; X Location of all refuse collection facilities and enclosures (minimum 12'x10' clear space); Location of all landscape material; N/A -refer to Landscape Plan _ Location of all jurisdictional lines adjacent to wetlands; N/A -none X Location of all onsite and offsite storm -water management facilities; X Location of all outdoor lighting fixtures; and X j Location of all existing and proposed sidewalks X 4 SITE DATA TABLE for existing, required, and proposed development, in written /tabular form: X Land area in square feet and acres; _ Number of EXISTING dwelling units and PROPOSED dwelling units? /A —riot residential project X Gross floor area devoted to each use; X Parking spaces: total number, presented in tabular form with the number of required spaces; X 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; /A —refer to Landscape Plan Official records book and page numbers of all existing utility epsement;N /p, fer t0 Survey _ Building and structure heights; N/A -defer ,ta 41rchit�ectural Ievations X Impermeable surface ratio (I.S.R.); and X p Floor area ratio (F.A.R.) for all nonresidential uses W�RPDUCED SITE PLAN to scale (8 Y2 X 11) and color rendering if possible 14 VW FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: X One -foot contours or spot elevations on site; X Offsite elevations if required to evaluate the proposed stormwater management for the parcel; X— All open space areas; X Location of all earth or water retaining walls and earth berms; X Lot lines and building lines (dimensioned); X Streets and drives (dimensioned); X Building and structural setbacks (dimensioned); X Structural overhangs; X Tree Inventory; prepared by a "certified arborist ", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees Page 4 of 6 — Flexible Development Application - Comprehensive Infill Redevelopment Project— City of Clearwater G..rLANDSCAPING PLAN SUBMIT? REQUIREMENTS: (Section 4- 1102.A) V LANDSCAPE PLAN: X_ All existing and proposed structures; X_ Names of abutting streets; _ Drainage and retention areas including swales, side slopes and bottom elevationsx'efer to Site Plan X_ Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles;N /A- existing drives X Delineation and dimensions of all parking areas including landscaping islands and curbing; Proposed and required parking spaces; refer to Site Plan X Existing trees on -site and immediately adjacent to the site, by species, size and locations, including dripline (as indicated on required tree survey); X_ Location, size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; X Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; X_ Interior landscaping areas hatched and /or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); N/A Irrigation notes gl J W REDUCED LANDSCAPE PLAN to scale (8'/2 X 11) (color rendering if possible) J J IRRIGATION PLAN (required for Level Two and Three applications) N/A ❑ ��►� k COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable N/A H. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and 4- 2Q2.A.21) �q STORMWATER PLAN including the following requirements: X Existing topography extending 50 feet beyond all property lines; X_ Proposed grading including finished floor elevations of all structures; X All adjacent streets and municipal storm systems; X— Proposed stormwater detention /retention area including top of bank, toe of slope and outlet control structure; 5F Stormwater calculations for attenuation and water quality; X_ Signature of Florida registered Professional Engineer on all plans and calculations lKtVNJV�COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ❑ COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE -IN PERMIT APPLICATIONS, if applicable N/A 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part o fff a Comprehensive Inll Redevelopment Project or a Residential Infll Project. i BUILDING ELEVATION DRAWINGS – all sides of all buildings including height dimensions, colons and materials §D4"'REDUCED BUILDING F1 VAJI and fm3terlalSl nave no Hogs a&m4teen to scf le ted 11) (black and white and color rendering, if possible) as required Y ain J. S gNAGE: (Section 4- 202.A.16) XIJ Comprehensive Sign Program application, as applicable (separate application avid fee required)TO .fie filed at a later date ❑ Reduced signage proposal (8 %X 11) (color), if submitting Comprehensive Sign Program application N/A K. TkAFFIC IMPACT STUDY: (Section 4- 202.A.13 and 4- 801.C) Ni 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. Page 5 of 6 – Flexible Development Application - Comprehensive Inf ill Redevelopment Project– City of Clearwater L— 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. 7 Ignature of property owner or repres ive M. AFFIDAVIT TO AUTHORIZE AGENT: (Names of all property owners) STATE OF FLORIDA, COUNTY OF PINELLAS Sworn tq and subscribed before me this lalj, day of A.D. 20Q:X- to_.,,._me...._- and /or by r2 V 11 flu e'1 . G1 f who ispersonally know has produced as .;, identification. = MY COMMISSION #CCC993911 EXI s February 9, 2005 � BONDED TNRU TROY FAIN INSURANCE, IN Jaw Notary pub I , My commission expires: 1. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): 2. That this property constitutes the property for which a request for a: (describe request) 3. That the undersigned (has /have) appointed and (does /do) appoint: as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 3. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 4. That the applicant acknowledges that all impact fees (parks and recreation, traffic, etc.) will be paid PRIOR to the issuance of a building permit, certificate of occupancy, or other mechanism, whichever occurs first; 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. Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of personally appeared who having been first duly sworn Deposes and says that he /she fully understands the contents of the affidavit that he /she signed. My Commission Expires: Notary Public S:IRlanning Departmentt4pplication Formsldevelopment reviewlcomprehensive infill application2.doc Page 6 of 6 — Flexible Development Application - Comprehensive Inf ill Redevelopment Project— City of Clearwater sar0 L. Paltuniorc VIA FA SIMILE AND U. MAIL Mr. Kevin Dunbar The City of Clearwater Municipal Services Building 100 South Myrtle Avenue Clearwater, Florida 33756 r- I L,6, ALSTON&BIRDLLp 011c Atlantic Ccnter 1201 West f caehirce street Atlanta, Georgia 30309 -3424 404. 691 -7000 Pax: 404 - 891.7777 1 -elm 54.2996 Dircct Dial (404 ) 881 -7065 Internet: sparratntlro(r�eislon.COm August 16, 2002 Re: Purchase and Sale Agreement dated April 8, 2002 (the "Agreement ") by and between Home Depot U.S.A., Inc. ( "Home Depot ") and The City of Clearwater ( "Purchaser "), for Property located in Clearwater, Florida (the "Property"); CLMS #1W- 2002 - 006987; HD Store #246 Dcar Kevin: This letter- shall confirm that the transaction contemplated by the Agreement is anticipated to close on or before August 31, 2002. Home Depot is aware that Purchaser is proceeding with plane to develop the Property. Please feel free to telephone me at (404) 881 -7865 with any questions or comments you may have regarding the foregoing. Very truly yours, C -_ '-5'ara L.�P rratnoce Paralegal Enclosures cc: W. Keith valentine (via facsimile) Ms, Alicia Farrell (via facsimile) Timothy J, Pakenham, Esq, (w /o enclosures) Daniel R, Wccdc, Esq. (w /o enclosures) Hunk ofAnlorico Plaza 90 hark Avenue 3101 8occhlcofCourl. Sulle 500 riot Pcausylvanla Mcmic, NX 101 South Tryon Street Suite 4000 Ncw York, NY 10015 Relclgh, NC 27504 -1 052 Nardi l3uadh7g, IOii' Floor Charlotte, NC 29290.4000 212- 210 -94o0 919.852.2200 Wu.9lilmoon, DC 20004.2501 70dA44.1o00 Fax: 212.210.9444 Fax! 919462-2261) 202 -75(1-3300 Fax: 704444 -1111 Fax: 202-756-311.1 7nni7nn Ii t i I T00 4,n4,-r1r.11 trig, inn twin xi linionu Ln.nT Ir \r 1 1 '/n A -nn' EXHIBIT A Home Depot Site: Lot 1, THE CLEARWATER COLLECTION SECOND REPLAT, according to the plat thereof recorded in Plat Book 107, pages 24 and 25, Public Records of Pinellas County, Florida. TOGETHER WITH rights of ingress and egress as reserved in Warranty Deed recorded in Official Records Book 1479, page 95, Public Records of Pinellas County, Florida. TOGETHER WITH non - exclusive easements. for ingress and egress, the passage and parking of vehicles, the passage and accommodation of pedestrians, separate and common utility lines, construction, reconstruction, development, erection, removal and maintenance of building components and other matters over, on and under the land described in, and all as more particularly created, defined, located and limited in: (1) that certain Operation and Reciprocal Easement Agreement recorded in Official Records book 6440, page 2013; (2) Amendment to and Ratification of Operation and Reciprocal Easement agreement recorded in Official Records Book 6735, page 217; (3) Third Amendment to an Operation and Reciprocal Easement agreement recorded in Official Records Book 6921, page 129; (4) unrecorded Third Amendment dated July 17, 1990, as referred to in the Fourth Amendment to an Operation and Reciprocal Easement Agreement recorded in Official Records Book 7541, page 849 which was re- recorded in Official Records Book 7561, page 2125; (5) Fourth Amendment to an Operation and Reciprocal Easement Agreement recorded in Official Records Book 7541, page 849 which was re- recorded in Official Records Book 7561, page 2125; and (6) Fifth Amendment to Operation and Reciprocal Easement Agreement recorded in Official Records Book 9664, page 451, Public Records of Pinellas County, Florida; TOGETHER WITH non - exclusive easement rights as granted by Parking and Driveway Easement recorded in Official Records Book 6440, page 2002, as amended by Amended Parking and Driveway Easement recorded in Official Records Book 6735, page 212, Public Records of Pinellas County, Florida. TOGETHER WITH a non - exclusive easement as described in that certain Drainage Easement Agreement recorded in Official Records Book 6618, page 2190, Public Records of Pinellas County, Florida. MUML�,� .F 1 LESS AND EXCEPT those portions of the above easement properties which lie within the properties taken, in fee simple, designated as Parcels. 111 and 123 by Eminent Domain Suit No. 99- 4965 -CI, as evidenced by that Lis Pendens recorded in Official Records Book 10598, page 2406; Stipulated Order of Taking & Final Judgment recorded in Official Records Book 10714, page 617; and stipulated Order of Taking and final Judgment recorded in Official Records Book 10714, page 620; Stipulated Order of Taking and Partial Final Judgment recorded in Official Records Book 10714, page 624; Stipulated Order of Taking and Final Judgment recorded in Official Records Book 10714, page 628; Order of Taking recorded in Official Records Book 10741, page 2041; Stipulated Final Judgment recorded in Official Records Book 11611, page 1495 and Amended Order of Taking and Stipulated Final Judgment recorded in Official Records Book 11704, page 1408, Public Records of Pinellas County, Florida. LESS AND EXCEPT those portions of the above easement properties which lie within the properties taken, in fee simple, designated as Parcel 119 by Eminent Domain Suit No. 99- 5089 -CI, as evidenced by that Lis Pendens recorded in Official Records Book 10604, page 2207; Stipulated Order of Taking and Final Judgment recorded in Official Records Book 10662, page 353 and Stipulated Order of Taking and Final Judgment recorded in Official Records Book 10874, page 2276, Public Records of Pinellas County, Florida. LESS AND EXCEPT that portion of said Lot 1 taken, in fee simple, designated as PARCEL 120 by Eminent Domain Suit No. 99- 4965 -CI, as evidenced by that Lis Pendens recorded in Official Records Book 10598, page 2406; Stipulated Order of Taking & Final Judgment recorded in Official Records. Book 10714, page 617; and Stipulated Order of Taking and Final Judgment recorded in Official Records Book 10714, page 620; Stipulated Order of Taking and Partial Final Judgment recorded in Official Records Book 10714, page. 624; Stipulated Order of Taking and Final Judgment recorded in Official Records Book 10714, page 628; Order of Taking recorded in Official Records Book 10741, page 2041; Stipulated Final Judgment recorded in Official Records Book 11611, page 1495 and Amended Order of Taking and Stipulated Final Judgment recorded in Official Records Book 11704, page 1408, Public Records of Pinellas County. A -2 Bomber Field: That portion of the northeast 1/4 of the southeast 1/4 of Section 7, Township 29 South, Range 16 East, Pinellas County, Florida, being further described as follows: BEGIN at the northwest corner of Lot 1, THE CLEARWATER COLLECTION SECOND REPLAT according to the plat thereof as recorded in Plat Book 107, Pages 24 and 25 of the Public Records of Pinellas County, Florida; thence along the north line of said plat, also being the south line of the northeast 1/4 of the southeast 1/4 of Section 7, Township 29 South, Range 16 East, N 89 047'45 "W., 247.55 feet to the northwest corner of THE CLEARWATER COLLECTION SECOND REPLAT; thence leaving said line, N 00 °46'44 "E., 436.73 feet along a line 175.00 feet east of and parallel with the center line of Florida Power Corporation's HIGGINS - DISSTON 110 KV transmission line; thence leaving said line, S 89 °47'45 "E, 102.60 feet; thence S 67 °02'37 "E., 116.88 feet; thence S.89 °47'45 "E., 790.19 feet to the west right of way line of U.S. HIGHWAY 19 (STATE ROAD 55, right of way width varies); thence along said right of way line the following two (2) courses, S.00 °57'56 "W., 311.95 feet; thence S.05 027'56 "W., 79.92 feet to the north line of the aforesaid THE CLEARWATER COLLECTION SECOND REPLAT; thence along said line S.89 °47'45 "W., 745.73 feet to the POINT OF BEGINNING. Containing 9.148 Acres, more or less. A -3 rM ;c - / Fom lull Ih,:iJ. WAUtAN ° '�FfU F. /u>.v <•cow /'r,. u,i 4. u.. :..: � : :.:....: :..: �,u i+ r ! e 1 Cam,, f f . •9 01erero arrd 4-in, the term "M,ly" Anil fnd+u(e the Arirr, p .... nrtl ryxurnlnlir•en, sueeerron and /or n (( o/ the rrcprrli+c prtrlier hrreln; tYu ue n/ "'in Qn(nr munher eA.0 inrludr the p6arn1,'ond the plural the xinE+Nnr; the u r of nnp rrnder rhnl! indr.de aU v.d" nnd, it ""d, the term "net"" rhall indude aU ilm•nole, heat. de...ihcd if more than one ,Made this 17th day of January .4. D. 19 63 B etweeil John D. Miller and Marjorie L. Miller, his wife, of the County of Pinellas and State of Florida pary of the first part, and CITY OF CLEARWATER, a municipal corporation, of the County of P i ne I I as and State of Florida party of the second part. a+ r y� Wit>rnemeth that the said party of the first part,, for and in consideration of the sum of One el .00) Dol lar and other va luable• cons iderat ionPORMrs, to him in hand, paid, the receipt whereof is hereby acknowledged, has granted, bargain- ed, sold and transferred, and by these presents does grant, bargain, sell and transfer unto the said party of the second part all that certain parcel of land lying and being in the County of _P i-n- e 1 _1a s and State of Florida, more pq,rticularly The -Northeast Quarter (NE4) of the Southeast Quarter (SE4) of Sec- tion 7, Township 29 South, Range 16 East, LESS AND EXCEPT the right - of - way.of U. S. Highway 19; also, LESS AND. EXCEPT the following de- scribed parcel of land to -wit: Beginning at the Southwest corner of the NE4 of SE-41 of Section 7, Township 29 South, Range 16 East; thence North 89 degrees 52 minutes 03 seconds East, along the South boundary of said NE4 of SE-4L, 239.10 feet to a point that is 175.00 feet East- erly of and at right angle to the center line of Florida Power Cor- poration's existing Higgins - Disston 110 KV transmission line; thence North 0 degrees 23 minutes 18 seconds East, parallel to said existing center line,--1153-54 feet; thence North 0 degrees 24 minutes 38 seconds East, parallel to said existing center line, 193.08 feet to a point on the North boundary of said NE4 of SE!,; thence South 89 degrees 41 minutes 38 seconds West, along said North boundary, 236.29 feet to the Northwest corner of said NE-4L of SE4, thence South 0 degrees 30 minutes 40 seconds West along the West boundary of said NE4 of SE!, 1345.95 feet to the Point of Beginning: situate. lying and being in the County of Pinellas, State of Florida, including rights of ingress and egress in accordance with Deed recorded in OR Book 1471, page 385. `r (Dg _il with-all- tT:e- tenemenEs; lzereditaments_an.d appurtenances; with every privilege, ri6ht, title, interest and estate, dower and right of dower, reversion, remainder and easement thereto belonging or in anywise appertaining: TO Have and t® Hold the same in fee simple forever. Ind the said party of the first part does covenant with the said party of the second part that he is lawfully seized of the said premises, that they are free from all iactan- brances and that he has good right and biwf cl authority to sell the sane; and the said party of the first part does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsnever. In Witne4D Wile re1�f,_ the said, party of the first part has hereunto set his hand and seal the day and year above written. Signed, Sealed and Delivered in Our Presence: (ad, • '.rod L C7 cr.*) V� L. d C� -4 — t W cy • - ,� •u y ;ti _ •ono oa - = � d X d L 7 O IC3 Y"I C•- N cc L U tY LU o) o W J 0. v C SU- 0 O l� N I-- .O — U •O N L W woi N f.'' � o ti •— .z y0a � .4.z� 'oA rj L O -4 — t W cy • - ,� •u y RC �Y OLERR, `�, `Q,2ER OY CLEF „ "O ct O• BOX R, SLP" Y•�`�P,SR C� L� _rn G o N _ Date d " ABSTRACT OF DESCRIPTION U d n O y d •L N O s 4J N o � 7;'...y;p mN° :'Itlido R•'� ul ENO co C6 00 EZ 0. N o �, a : .. y x 0 � N W 3,p U o c ;j O y (L '+ � a E a � N E �•�a °�'d U z °gym° N T ,Il A'1i T a.. �• ij :. n n ID Ll, aD Lf,�. d' I <Ilillllll011'!Ilj 0 ILL � I o< •'olFl�`z c °`li �r ❑Ililili!II1�,,. �' A1tlnG� - SV113Pl1d �� IIIIIIIIIII!•.;1 O I�F O I I I cn II mss• � 1 �Lli ?li •....1 -- h W _ v�Gllillllllllo y. ' AiNnoo - SVli3NId ;ti _ •ono oa - = of RC �Y OLERR, `�, `Q,2ER OY CLEF „ "O ct O• BOX R, SLP" Y•�`�P,SR C� L� _rn G o N _ Date d " ABSTRACT OF DESCRIPTION U d n O y d •L N O s 4J N o � 7;'...y;p mN° :'Itlido R•'� ul ENO co C6 00 EZ 0. N o �, a : .. y x 0 � N W 3,p U o c ;j O y (L '+ � a E a � N E �•�a °�'d U z °gym° N T ,Il A'1i T a.. �• ij :. n n ID Ll, aD Lf,�. d' I <Ilillllll011'!Ilj 0 ILL � I o< •'olFl�`z c °`li �r ❑Ililili!II1�,,. �' A1tlnG� - SV113Pl1d �� IIIIIIIIIII!•.;1 O I�F O I I I cn II mss• � 1 �Lli ?li •....1 -- h W _ v�Gllillllllllo y. ' AiNnoo - SVli3NId s� ms sre& wsiunxr DA y7261G� •unLmx ....................... fr. 7u"/ *I.. snas N 41 u � f u�t v Made this — day of ��CCE / .4. D. 1962 Between JOHN D. MILLER and MARJORIE L. MILLER, his wife, Of the County of Pinell.ns and State of Florida parties of the first part, and FLORIDA POWER CORPORATION 101 Fifth Street South, St. Petersburg, Florida a corporation existing under the laws of the State of Florida having its principal place of business in the County of Pinellas and State of Florida party of the second part, WitnegSethq that the said parties of the first part, for and in consideration of the sure of TEN DOLLARS ($10.00) AND OTHER VALUABLE CONSIDERATIONS BuffazNc to them in hand paid, the receipt whereof is hereby acknowledged, have ganted, bargained, sold, aliened, remised, released, enfeoffed, conveyed and con- firrmed and by these presents do grant, bargain, sell, alien, remise, release, enfeoff, convey and confirm unto the said party of the second part and its succes- sors and assigns forever, all that certain parcel of land lying and being in the County of Pinellas and State of Florida, more particularly described as follows: Beginning at the Southwest corner of the NEy of SE,' of Section 7, Township 29 South, Range 16 East; thence North 890 52' 03" East, along the South boundary of said NE� of SEy, 239.10 feet to a point that is 175.00 feet Easterly of and at right angle to the center line of Florida Power Corporation's existing Higgins - Disston 110 KV transmission line; thence North 0° 23' 18" East, parallel to said existing center line, 1153.54 feet; thence North 0° 24' 38" East, parallel to said existing center line, 193.08 feet to a point on the North bounds of said NEV' of SEy; thence South 890 41' 38" West along said North boundary, 236.29 feet tw to the Northwest corner of said NE— of S44; thence South 0. 30' 40" West along the �-- West boundary of said NE-4 of SEA-, 1345.95 feet to the Point of Beginning, LESS tha C3 j5 portion thereof which is subject to road right -of -way for Coachman Road (County C3 it Road No. 32) . C,,,°,*°- The conveyance herein is subject to the Grantors, their heirs and assigns reserv- ing the following rights in and to the hereinabove described parcel of land: The Grantors hereby expressly reserve unto themselves, their heirs and assigns, « the right, at their own risk, to cross, at approximately right angles thereto, the parcel of land herein conveyed at such points as may be agreed upon by the parties hereto, their heirs, successors or assigns, for the purpose of having access to such part or portion of the land and premises of the Grantors as may, by the conveyance of the herein described parcel or tract of land, be cut off from the rest of the land and premises of the Grantors, their heirs or assigns. Together with all the tenements, hereditaments and appurtenances, with every pnizlege, right, title, interest and estate, dower and right of dower, reversion, remainder and easement thereto belonging or in anywise appertaining. To Have and to Bold the same in fee simple forever. .Ind the said part iesof the first part do covenant with the said party of the second part that they are lawfully seized of the said premises, that they are free of all incumbrance, and that they have food right and lawful authority to sell the same; and that said parties of th O first' part doth hereby fully warrant the title to said laird, and will defend the the lawful claims of all persons whomsoever. lT. Witness Whereof, the said part ies of the first part have hereunto set their hand a and seal a the day and year above written. Miller r AVa- Marjorie� e —._.. �r SCI 5 v T 0 a R State of FloPl(�Sy 0A 72 r�+ PAGEWU County of PI eum I HKR M (WrM, That on this 11Q day of .4. D. 1862 , before me personally appeared JOHN D. MILLER and MARJORIE L. MILLER, his wife, to me known to be the persons described in and who executed the foregoing conveyance to FLORIDA POWER CORPORATION and severaUM acknomtedged j the execution thereof to be their free act and deed for the uses and purposes therein mentioned. f WITNESS my signature and ojflowl seal at Clearwater in the County of Pinellas and State of Florida, the day and year last aforesaid. G My Commission Expires Notarli Public Notary Public, SWe OrF70rI0e eC Wry,' P111 commission expires bet. 15, 1p%4 p�'- 8Wd4d by Wss. eoodiny 6 lnwro�i•" r/ .0 I: M y - 6 1994 A''; CITY OF CLEARWATER, FLORIDA DEED OF CONVEYANCE WPI NO. :7117045 PROJECT NUMBER :15150 -2566 COUNTY :Pinellas STATE ROAD :55 PARCEL NO. :121 THIS INDENTURE made this a -Jo- day of 1994 by and between the City of Clearwater, F1 1 a, a Florida Municipal Corporation, party of the first part, and the Florida Department of Transportation, of the State of Florida, party of the second part whose mailing address is 11201 North McKinley Drive, Tampa, Florida 33612 -6403. WITNESSETH: That the party of the first part, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable considerations, including, but not limited to,- any required right -of -way clearing and utility relocations, to it in hand paid by said party of the second part, at or before the ensealing and delivery of these presents, the receipt whereof is hereby acknowledged, has granted, bargained, sold, conveyed and confirmed unto the said party of the second part, and to its heirs and assigns forever, all the following piece, parcel, lot or tract of land, situate, lying and being in the County of Pinellas and State of Florida, and described as follows, to wit: PARCEL 121 RIGHT -OF -WAY That part of: The Northeast Quarter (NE1 /4) of the Southeast Quarter (SE1 /4) of Section 7, Township 29 South, Range 16 East, LESS AND EXCEPT the following right -of -way of U. S. Highway 19; also LESS AND EXCEPT the following described parcel of land to -wit: Beginning at the Southwest corner of the NEi /4 of the SE1 %4 of Section 7, Township 29 South, Range 16 East; thence North 89 152103" East, along the South boundary of said NES /4 of SE1 /4, 239.10 feet to a point that is 175.00 feet Easterly of and at right angle to the centerline of Florida Power Corporation's existing Higgins - Disston 110 KV transmission line; thence North 0 123118" East, parallel to said existing center line, 1153.54 feet; thence North 0 °24138" East, parallel to said .existing center line, 193.68 feet to a point on the North boundary of said NE1 /4 of SE1 /4; thence South 89 °41'38" West, along said North boundary, 236.29 feet to the Northwest corner of said NE1 /4 of SE1 /4, thence South 0 °30140" West along the West boundary of said NE1 /4 of SE1 14, 1345.95 feet to the POINT OF BEGINNING: situate, lying and being in the County of Pinellas, state of Florida. Lying within the following described boundary, to -wit: Commence at a 5/8" iron rod no. LB -33 marking the Southwest corner of the Southeast 1/4 of Section 7, Township 29 South, Range 16 East, Pinellas County, Florida, run thence South 89 °39146" East, a distance of 2,671.71 feet along the South boundary of the Southwest 1/4 of said Section 7 to the Southeast corner thereof; thence North 00 °54150" East, a distance of 1,350.60 feet along the East boundary of the Southeast 1/4 of aiu_ Section 7'; thence North 89 °50151" West, a distance of 100.01 feet to the existing West right - of -way line of U. S. #'19 and the POINT OF BEGINNING; thence North 89 °50'51" West, a distance of 6.27 feet along the North boundary of THE CLEARWATER COLLECTION - SECOND REPLAT, according to the map or plat thereof, recorded in Plat Book 107, Page 24 of the Public Records of Pinellas County, Florida; thence North 05 °24'50" East, a distance of 79.90 feet to said West right -of- way line of U.S. $19; thence along said West right -of -way line, South 00 °54'50" West, a distance of 79.57 feet to the POINT OF BEGINNING. Containing 249 square feet, more or less. 1To _ TOGETHER -'TTH all and singular tenemr s, hereditaments and appurtenances -eunto belong or appertaining; every right, title or interest, legal ._- equitable, of the said party of ..e first part, of, in and to the same. TO HAVE AND TO HOLD the same unto the said party of the second part, its heirs and assigns, to its own property use, benefit and behoof forever. IN WITNESS WHEREOF, the said party of the first part has caused these presents to be executed in its name by its City Manager, City Clerk, countersigned by its Mayor- Commissioner, and approved as to form and correctness by its Office of City Attorney, and its corporate seal to be hereunto attached, the day and year first above written. Countersigned: CITY OF CLEARWATER, FLORIDA n P. O. BOX 4748 CLEARWATER, FLORIDA 34618 -4748 Rita Garvey, Mayor -Co ssioner liza eth M. Deptula City Manager Attest: .' Cy thia.E. .Goudeau,. City Clerk STATE OF FLORIDA } COUNTY OF PINELLAS } BEFORE ME, the undersigned, personally appeared Rita Garvey, the Mayor - Commissioner of the City of Clearwater, Florida, who executed the foregoing instrument and acknowledged the execution thereof to be her free act and deed ' for the use and purposes herein set forth, and who is personally known to me. WITNESS my hand ') official seal this day of , 1994. ' %N'•., DENISE A. WILSON .... tk.- MY COMMISSION / CC 201 08 EXPIRES Notary Pu lic June te,1996 Print /type name: °•.,uyd` �Orrwnrsuwc[.n+c. STATE OF FLORIDA } COUNTY OF PINELLAS } BEFORE ME, the undersigned, personally appeared Elizabeth M. Deptula, the City Manager of the City of Clearwater, Florida, who executed the foregoing instrument and acknowledged the execution thereof to be her free act and deed for the use and purposes herein set forth, and who is personally known to me. Q WITNESS my hand and official seal this _c�fO day of / , 1994. DENISE A. WILSON otary Pub11 C MY COMMISSION / CC 201108 EXPIRES Print /type name: (' _`�= UTWY1 R1NS / �'i;,a wNOto rnw Trmr r� x usu w cc. ixc. Approved as to form and correctness: By: Office of the City Attorney SR55deed.ewb Joe DiMaggio Sports Complex — Legal Description A parcel of land within the Southwest % of the Southeast '/ of Section 7, Township 29 South, Range 16 East, Pinellas County, Florida and being further described as follows: Commence at the Southwest corner of the Southeast'/ of said Section 7; thence along the West line of said Southeast '/ North 00 041'47" East, for 50.00 feet to the North right -of -way line of Drew Street; thence along said right -of -way line South 89 040'19 "East for 542.36 feet to the Point of Beginning; thence leaving said line North 00 041'47" East, for 435.00 feet; thence South 89 040'19" East, for 761.22 feet to the West right -of -way line of Old Coachman Road; thence along said right -of -way line South 00 047'54" West, for 435.00 feet to the intersection with said North right -of -way line of Drew Street; thence along said right -of -way line North 89 040'19" West for 760.45 feet to the Point of Beginning. Containing 330,959 square feet or 7.60 acres, more or less AND Commence at the Southwest corner of the Southeast' /4 of said Section 7; thence along the West line of said Southeast' /4 North 00 041'47" East, for 485.00 feet to the Point of Beginning; thence continue along said line North 00 041'47" East, for 823.27 feet to the South right -of -way line of Sharkey Road (CR 289); thence along said right -of -way line South 89 053'02" East, for 1,305.10 feet to the intersection with the West right -of -way line of Old Coachman Road; thence along said right -of -way line South 00 147'54" West, for 828.12 feet; thence leaving said line North 89 °40'19" West, for 1,303.58 feet to the Point of Beginning. 7- 23 -02; 3:16PM;PARKS and RECREATION EXHIBIT B -0 O O E U D 0 U M 91 AP, Location Map C'of � ages 50.50 er � ietd B Q,mb ec,� es Drew Street B -1 7275624825 # 6/ 6 This Is Not A Survey Not To Scale c� t!3 CITY OF CL.EARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING Q.SCING BomCer Prop rnrlrc V PROPOSED s.rr. T —m PHILUES STADIUM r or 1 07/22/2002 07- 295 -f6f rnnn ! onax...0 2Blg N/A Zq� 1lj o0000 - 4 1 0 - O 1 0 0 CcA'r ve-„-)'t- 'T-ieA 7 Z9 Ib• lo¢4Z- 0o0- oo'Io 7 2.9- !to - 00000 - x}30- o! a I. Wells, Wayne From: Fierce, Lisa Sent: Tuesday, August 27, 2002 12:46 PM To: Wells, Wayne Subject: FW: Query re signatures re phillies paralegal Lisa L. Fierce Assistant Planning Director City of Clearwater - Planning Department Ifierce @clearwater -fl.com 727.562.4561 phone 727.562.4865 fax - - - -- Original Message---- - From: Dougall- Sides, Leslie Sent: Monday, August 26, 2002 3:23 PM To: Fierce, Lisa Subject: Query re signatures I was out Wed thru Fri so did not receive your voicemail until today. I don't really see a problem with the paralegal signing, presumably it was under the attorney's authority... EXHIBIT C Project Narrative Section B. - Proposed Development Information: Proposed Use and Size: The Community Sports Complex will include: (1) an open air, natural grass ballpark stadium, meeting first class Major league Baseball spring training standards, with approximately 7,000 fixed seats, (including premium seating and group areas) and an outfield berm seating area accommodating approximately 1,000 fans. Also included in the project scope are home and visitor clubhouse facilities, batting tunnels, team office space (for both Major League and Florida operations), Kids' Play Area, concessions and food court, security office, first aid facility, novelties store /stands, press box and broadcasting facilities, (2), other elements include one full size, lighted practice field; (3) one practice infield; and (4) approximately 100 V.I.P. /Player /Staff Parking spaces near the clubhouse and 280 Reserved spaces (south of Home Depot). Description of Requests: SETBACKS This parcel of land has been classified as a Comprehensive Infill Project, where setbacks are not specified. Following is an explanation of setbacks provided: Primarily because of a large existing retention pond that runs parallel with US 19, the west side of this parcel is provided with almost 200 feet of setback from US 19. The south side of the site adjoins an existing parking lot, retention pond, and service drive. New construction adjacent to these elements (within 10 -feet of the property line) is parking lot, landscaped areas and sidewalks - an extension of already existing site elements. The west side of the site adjoins the Florida Power right -of -way. A practice field, including fence and netting must be constructed all the way up to this property line because of the limited land area of this parcel. However, because no other building can be constructed in this right -of -way and the property line on the west side of the site is 250' from the centerline of Coachman Road, fencing and netting will be over 200' from the edge of pavement of this road. The north side of the site is adjacent to the existing Carpenter Complex practice fields. A portion of this property line will be nearly abutted by an access driveway, sidewalk, and batting tunnels. However, this should not be considered detrimental is I r e and because of the close functional relationship and interacti Complex and this new facility. 0117JL. l 2002 BUILDING HEIGHT The building height of this complex is being driven by a numb �r o issues" i • Required Functional / Program Relationships - Clubhouse / Locker Room spaces for this type of facility are typically located on the lowest level, close the field level and C -1 dugouts. Many of these spaces also require a minimum of 10 -feet clear ceiling height. Fan amenities such as toilets, concessions, novelty and tickets are located on a main concourse level, ideally overlooking the field and convenient to all parts of the seating bowl and entries. Press, TV /radio, suites, and team office spaces require location well above the field and bowl to ensure the best views of the entire field. Land Area — Because of the area of this parcel of land, the program relationships defined above dictate the building will be on three levels. • Flood Zone / Seasonal High Groundwater Table — Because the seasonal high groundwater table is only one to two feet below grade and the 100 year flood elevation is at elevation 24, the lowest finished floor of the sports complex must be set above elevation 24. Existing grades on the site vary between 20 and 27. Due to the factors noted above, compounded by additional space required for structure, mechanical systems, site lines, slab and roof slopes, the bulk of the building will be +/- 40 feet above existing grade. Tower elements have been designed to highlight elevators, stairs and main entries — making them easily identified and located. These vary in height up to 49 feet above existing grade. Other tall elements specific to baseball are also provided on site: • The batter's eye is required to be 40 -feet high by the PBA (Professional Baseball Association). • Backstops, netting and fencing to keep baseballs in play and to protect pedestrians and vehicles in the area may be as much as 50 feet high. Field lights will be as high as 156 -feet above the field in order to meet PBA requirements for lighting criteria on the field, to be comparable with other similar facilities, and to satisfy requirements of local media for televised games. Spill light shall be controlled by a combination of the fixtures being installed with internal glare /spill light control louvers and aiming. Initial spill light readings, taken at 200 feet behind the field lighting poles, shall nof''exceed the following values for vertical and horizontal measurement: 2 Footcandles — Vertical, 1 Footcandle — Horizontal. C -2 EXHIBIT D WRITTEN SUBMITTAL REQUIREMENTS: (Section 3- 913.A) Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA: 1. The proposed development of land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The existing site is located near the busy intersection of US 19 and Drew. South of the site is a dense commercial district including shopping centers, restaurants, and multi -story office buildings. North of the site is the existing Carpenter Complex (Phillies Spring Training practice fields). Although the actual footprint of this facility will be larger than many individual commercial establishments in the existing area, the varying building heights of the stadium will integrate well with the high profile intersection and multi -story buildings in the area. In addition, an attractive visual and functional link will be open between the commercial area and the Carpenter Complex, by combining multi -story built space with expansive amounts of green space provided by the stadium field, the practice field, and the outfield earth berm. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. This project brings to the City the ability to enhance the existing urban setting to provide more opportunities for and the better facilitation of major public gatherings. It will expand upon the tourism and family oriented activity generated by the existing spring training venue at the Carpenter Complex. The ballpark will be integrated with new public open space, plans for future bike trails /pedestrian ways and mixed -use development, and serve as a component to further growth in the area. We anticipate that this project will enhance the Carpenter Complex and the adjacent shopping center by consolidating the practice fields and stadium in one convenient location, increasing revenues and creating a lively atmosphere in the area. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. The stadium and its site will be organized as a single, comprehensive system. Careful facilitation of the design will include understanding and responding to diverse community goals and needs. This facility can only enhance, not deter, the health of area residents by introducing an inviting pedestrian oriented environment and through the creation of bike trails, sidewalks and traffic improvements planned for associated City properties (including Joe DiMaggio) and Florida Power right -of -way. 4. The proposed development is designed to minimize traffic congestion. i Eqr�Jll�o ient, easily understandable and non - threatening i5P s o g t mportance for projects of this nature. By taking into e deration a .I t r ` r d site elements, i.e. parking, traffic circulation, `lE: 0e' �iC. ivi S v C S F I concessionaire's services, trash, and pedestrian access the plan allows for simple drop -off zones, park and walk areas and pedestrian circulation - -all aimed at reducing and facilitating movement of traffic in the stadium vicinity. In addition, a study of the potential impact of the proposed ballpark on the adjacent trafficways has been performed by the City, and plans for implementing improvements in the area are already underway as part of another project. See attached Traffic Study prepared by Florida Design Consultants, Inc. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Careful consideration has been given to the parameters of this site, its interface with the adjacent community and physical setting. The interior and exterior environments are integrated into a single functional system. The hip roofs reflect elements found in the neighborhood to the west, and the massing, stucco, and character of the exterior fagade have been inspired by the special characteristics of existing Clearwater architecture. See attached architectural exterior elevations. 6. The design of the proposed development minimizes adverse effects, including visual acoustic and olfactory and hours of operation impacts, on adjacent properties. Shields are utilized on ballpark lights to minimize light overflow into adjacent areas, and the sound system is designed to direct acoustic activity within the stadium. As a result, affects on adjacent properties are minimal. The sports complex is distanced from Coachman, thus reducing the noise in surrounding neighborhoods. The ballpark will be cleaned up and maintained after each event, and no offensive odors are associated with this type of facility. D-2 M EXHIBIT E Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable): 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. Because of this site's location behind the existing shopping center and large setback from Coachman it does not have frontage or access to make it an especially desirable commercial location. The mixed district classifications across the parcel (commercial /preservation /and outdoor recreation) also make the site difficult to develop. However, the development of a stadium /ballpark is well suited for the location, enhancing the functionality of the Carpenter Complex and bridging the gap between the Carpenter Complex and the adjacent commercial establishments. This development is not possible, however, without some deviations from the existing development standards of the various districts on the site. 2. The development or redevelopment of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill, project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) We believe that this development will increase the value of the shopping center, commercial properties and vacant properties in the vicinity by bringing more people and more revenue generating opportunities into the area. The existing value of the site is estimated to be $4,951,500. After the proposed community sports complex is constructed, the estimated value is projected to be $21,602,000 - $23,602,000. 3. The uses within the Comprehensive Infill Redevelopment Project are otherwise permitted in the City of Clearwater. Jack Russel Stadium and multiple ballparks already exist throughout the City of Clearwater. 4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. Our proposed use for the land blends well with existing retail, sports and educational facilities in the area. 5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater. Although other sites were explored, this site is the most desirable because of its proximity to the C C , size, accessibility and high - profile location. The location and o"n i t m will have a significant impact on the project's success. We have terf`rr si i broad site planning issues such as: quality of pedestrian experienceA relati n to adjacent existing buildings, efficient infrastructure strategies, v� � �� F LE CE01P Y organization of parking, roadways and transit features, integration of stadium within the neighborhood, security, access for services and media, availability of development parcels and impact of sequential demolition /relocation of existing features. 6. The development of the parcel proposed for development as a comprehensive inf ill redevelopment project will upgrade the immediate vicinity of the parcel proposed for development. This project will improve the aesthetics of the area, increase the value of adjacent commercial property and upgrade amenities associated with the Carpenter Complex. 7. The design of the proposed comprehensive infill redevelopment project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. This project brings to the City the ability to enhance the existing urban setting to provide more opportunities for and the better facilitation of major public gatherings. It will expand upon the tourism and family oriented activity generated by the existing spring training venue at the Carpenter Complex. The ballpark will be integrated with new public open space, plans for future bike trails /pedestrian ways and mixed -use development, and serve as a component to further growth in the area. This project will enhance the Carpenter Complex and the adjacent shopping center by consolidating the practice fields and stadium in one convenient location, increasing revenues and creating a lively atmosphere in the area. 8. Flexibility in regard to lot width, required setbacks, height and off - street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Because of the advantages noted in item 7 above, the development of this parcel into a community sports complex will provide great benefit both to the immediate vicinity and to the City of Clearwater. Required setbacks must be waived in order to physically fit this complex on the site. However, since the parcel is bounded on all sides by a parking lot, shopping center, Carpenter Complex and retention ponds, the impact will be negligible. Height restrictions for commercial and outdoor recreation districts of 25' to 30' would simply not allow a stadium to be constructed on this parcel given the available land area, the seasonal high groundwater elevation, and the 100 -Year Flood zone elevation. See item 9 below for parking commentary. 9. Adequate off - street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on- street parking in the immediate vicinity of parcel proposed for development. An off - street parking formula is not available for a facility of this type in Clearwater. The City has, therefore, requested that information on comparable facilities be provided for comparison. Roger Dean Stadium in Jupiter, Florida is a spring training facility with a 7,000 seat stadium. 1,500 patron parking spaces are provided on site (4.6:1 ratio). Another new spring training facility currently under construction in Surprise, Arizona has a 10,500 seat stadium, with 1,800 patron parking spaces provided on site (5.8:1 ratio). The plans for the proposed E -2 4 sports complex in Clearwater include a 142 space VIP patron parking area on site, 4 spaces in the West Plaza, ±406 spaces within the Florida Power right -of- way, and ±1,100 St. Petersburg College spaces identified on the northwest side of the intersection of Coachman and Drew Street (total of ±1,652 spaces, 4.8:1 ratio). 10. The design of buildings complies with the Tourist District or Downtown District design guidelines in Division 5 of Article 3 (as applicable). Use separate sheets as necessary. Not applicable. E -3 i � 3 1 G 2 3 2 '002 TO: Design RevieV*ector, ee FROM: Kevin Dunbar Parks and Recreation Department SUBJECT: Supplemental information for Community Sports Complex Project DATE: August 22, 2002 Please consider this memo a formal address to the responses made on behalf on the Applicant, the City of Clearwater, to comments made by the Design Review Committee on the Community Sports Complex project on August 15, 2002, as follows: • The City of Clearwater is the owner of all of the athletic fields and parking areas of the Joe DiMaggio Sports Complex. Currently the City is in discussion with St. Petersburg College to acquire the former Field House. The City currently is in the second year of a four -year lease with the college to operate the facility as one of the City's recreation centers. Upon the acquisition of the Field House, the City would continue to operate the facility as a recreation center. The acquisition is anticipated to occur by the end of the 2002 calendar year. • Since acquiring the athletic areas (including all parking) at the Joe DiMaggio Complex, the Parks and Recreation has completed several significant upgrades to this former eyesore including, removal of a chain link fence along the entire front of Drew Street, removal of a series of trailers formally stored by the college at the corner of Drew and Old Coachman, and the removal of $40,000 worth of debris and invasive plant material from the same corner. The City is committed to upgrading the visual barrier in front of the existing parking area to include a 15' wide landscaped buffer to include trees, shrubs, etc., that will meet or exceed current city code. This would be for both the Drew Street and Old Coachman frontages. In addition, at the corner of Drew Street and Old Coachman, a signature landscape "display" will be created consistent with the entryway at the Community Sports Complex to signify that arrival has occurred to a significant place. • The City is currently in discussions with Pinellas County regarding the location of the "Florida Power Trail" along the east side of Old Coachman Road. These discussions include the timing of the construction in this area so that the 15' wide trail will be constructed prior to the opening of the Community Sports Complex. The County's plan is currently flexible, and they are open to working with all stakeholders in a given area, as to the location of the trail. The City will work with the County to insure the necessary site amenities will be provided to support the stadium pedestrian traffic on the trail. In addition, once the commitment for the trail has been secured, the city will commit to the construction of a 10' sidewalk on the West Side of Old Coachman Road, doubling the recommendation provided in the attached parking study. • The City of Clearwater is contractually obligated to provide 1,200 parking spaces at the Joe DiMaggio site on event days. This will be made up with a combination of site parking spaces and use of the southern most soccer fields. As part of the City's Parks and Recreation Master Plan, the Joe DiMaggio site is anticipated to be converted into a 7 field (one baseball field) soccer complex. This is expected to occur prior to the 2006 spring training season and will change the configuration of all of the facilities (including parking). With the redevelopment of this facility the entire site will be brought up to current City code standards, including necessary support facilities along the Old Coachman sidewalk. If the new reconfiguration is not under construction within two years of the opening of the Community Sports Complex, the City will (prior to the 2006 spring training season) upgrade the parking area to the level of the current city code, which will include paved drive aisles. It is anticipated that approximately 550 parking spaces will be needed. The balance of the spaces will be made up from parking on several of the fields on large event days (anticipated to be 25 per year). A variance to allow for this grass parking is requested. • The City of Clearwater has a perpetuity lease agreement with Florida Power, which allows patrons to park on the right of way in front of the Carpenter Complex. Any construction that is done will require their approval, which is currently not easily obtained. Staff has begun discussions with them and they have said they will consider the City's submittal in this area to meet (or exceed) code. Traff ic Impact Study (Section 4- 202.A.13 and 4- 801.c) Addendum to attached traffic study: The traffic study prepared by Florida Design Consultants for the purpose of evaluating the impacts on traffic due to the construction of a Community Sports Complex at the subject site has recommended a number of improvements to mitigate said impacts as follows: ♦ Construct southbound right turn lane (storage and deceleration) from Old Coachman Road to project entrance. ♦ Construct northbound left turn lane from Old Coachman Road to primary parking entrance (Joe DiMaggio Sports Complex). ♦ Construct additional southbound lane on Old Coachman Road from primary parking entrance (Joe DiMaggio Sports Complex) to Drew Street. ♦ Remove median and stripe to include an eastbound left turn lane from Drew Street to project entrance. ♦ Construct five -foot wide sidewalk on each side of Old Coachman Road from Drew Street to Sharkey Road. (Sidewalk/trail may be provided on eastbound side of Old Coachman as a part of the construction of the Florida Power Trail and may not be necessary to be completed as a part of this project). ♦ Provide striped pedestrian crosswalks at the Sharkey Road/ Old Coachman Road intersection, and at pedestrian access points to the project site. ♦ Construct additional turn lane on Old Coachman, north of Sharkey Road for southbound traffic to turn into the northern parking entrance (Florida Power right -of -way). In addition to the above, FDS has provided a recommendation regarding the Old .....,. ... . Coachman / NE Coachman intersection. This intersection involves County and State Roads. The County has this project designed, but not funded. Based on the roadway ownership and the limited impact caused by 12 —15 Spring Training games, this recommendation is not under consideration by the City. Additional information provided by Glen Bahnick regarding the status of the Old Coachman / NE Coachman intersection is below: ♦ Pinellas County has plans for improving the Rail Road intersection (possibly rubberizing), and the State now plans to provide turn lanes on NE Coachman Road. City: $3,500,000 Pinellas County: $7,000,000 ($587,000 / year for 20 years) State of Florida: $7,000,000 ($500,000 / year for 30 years) Phillies: $3,000,000 (minimum) up to $5,000,000 Total: $20,500,000 - $22,500,000 Not including acquisition and project development Traffic Impact Study (Section 4- 202.A.13 and 4- 801.c) Addendum to attached traffic study: The traffic study prepared by Florida Design Consultants for the purpose of evaluating the impacts on traffic due to the construction of a Community Sports Complex at the subject site has recommended a number of improvements to mitigate said impacts as follows: ♦ Construct southbound right turn lane (storage and deceleration) from Old Coachman Road to project entrance. ♦ Construct northbound left turn lane from Old Coachman Road to primary parking entrance (Joe DiMaggio Sports Complex). ♦ Construct additional southbound lane on Old Coachman Road from primary parking entrance (Joe DiMaggio Sports Complex) to Drew Street. ♦ Remove median and stripe to include an eastbound left turn lane from Drew Street to project entrance. ♦ Construct five -foot wide sidewalk on each side of Old Coachman Road from Drew Street to Sharkey Road. (Sidewalk/trail may be provided on eastbound side of Old Coachman as a part of the construction of the Florida Power Trail and may not be necessary to be completed as a part of this project). ♦ Provide striped pedestrian crosswalks at the Sharkey Road/ Old Coachman Road intersection, and at pedestrian access points to the project site. ♦ Construct additional turn lane on Old Coachman, north of Sharkey Road for southbound traffic to turn into the northern parking entrance (Florida Power right -of -way). In addition to the above, FDS has provided a recommendation regarding the Old Coachman / NE Coachman intersection. This intersection involves County and State Roads. The County has this project designed, but not funded. Based on the roadway ownership and the limited impact caused by 12 — 15 Spring Training games, this recommendation is not under consideration by the City. = L 2002 0 Wcs [4 S 6 X35 j LL Cle„ ater TO: Design RevieVirector,'Parks mittee FROM: Kevin Dunba and Recreation Department SUBJECT: Supplemental information for Community Sports Complex Project DATE: August 19, 2002 Please consider this memo as a formal address to the responses made on behalf on the Applicant, the City of Clearwater, to comments made by the Design Review Committee on the Community Sports Complex project on August 15, 2002, as follows: • The City of Clearwater is the owner of all of the athletic fields and parking areas of the Joe DiMaggio Sports Complex. Currently the City is in discussion with St. Petersburg College to acquire the former Field House. The City currently is in the second year of a four -year lease with the college to operate the facility as one of the City's recreation centers. Upon the acquisition of the Field House, the City would continue to operate the facility as a recreation center. The acquisition is anticipated to occur by the end of the 2002 calendar year. • Since acquiring the athletic. areas (including all parking) at the Joe DiMaggio Complex, the Parks and Recreation has completed several significant upgrades to this former eyesore including, removal of a chain link fence along the entire front of Drew Street, removal of a series of trailers formally stored by the college at the corner of Drew and Old Coachman, and the removal of $40,000 worth of debris and invasive plant material from the same corner. The City is committed to further upgrades including screening and beautifying the parking area through a vegetative buffer. k9" -GfC ct. 6p-emS G • The City of Clearwater is contractually obligated to provide 1,200 parking spaces at the Joe DiMaggio site on event days. This will be made up with a combination of site parking spaces and use of the southern most soccer fields. • The City is currently in discussions with Pinellas County regarding the location of (� the "Florida Power Trail ", - along the east side of Old Coachman Road. These discussions include the timing of the construction in this area so that the 15' wide trail will be constructed prior to the opening of the Community Sports Complex. The County's plan is currently flexible, and they are open to working with all stakeholders in a given area, as to the location of the trail. The City will work with the County to insure the necessary site amenities will be provided to support the stadium pedestrian traffic on the trail. • As part of the City's Park and Recreation Master Plan, the Joe DiMaggio site is anticipated to be converted into a 7 field (one baseball field) soccer complex. This is expected to occur within the next 2 — 3 years and will change the configuration of all of the facilities (including parking). With the redevelopment of this facility the entire site will be brought up to current City code standards, including necessary support facilities along the Old Coachman sidewalk. • The City of Clearwater has a perpetuity lease agreement with Florida Power, which allows patrons to park on the right of way in front of the Carpenter Complex. Any construction that is done will require their approval, which is currently not easily obtained. Staff has begun discussions with them and they have said they will consider the City's submittal in this area to meet (or exceed) code. I TRAFFIC ANALYSIS FOR COMMUNITY SPORTS COMPLEX OLD COACHMAN ROAD CLEARWATER, FLORIDA CAS is A pa2vol� ar— tHe IPA14� L IVVAI,%, ) dip a(�a- �7Da� ol ou) PREPARED FOR: CITY OF CLEARWATER PREPARED BY: Florida Design Consultants, Inc. June 2002 PROJECT # 212°05 s�•�- -�-� CDs 4 r� r s! I. INTRODUCTION The City of Clearwater has acquired property located at the northwest corner of Drew Street and Old Coachman Road to provide parking for the proposed Community Sports Complex. The Community Sports Complex and its parking area would comprise an area bounded by Drew Street on the south, US 19 to the east, Sharkey Road to the north and a residential subdivision to the west. (See Figure 1). The City of Clearwater intends to construct a complex containing a 7,000 seat stadium, one practice infield, a ticket office and associated parking lots. It is expected the complex will have access to US 19, Drew Street and Old Coachman Road, but will not have access to Sharkey Road. Parking will be provided on the 38 acre lot located north of St. Petersburg College, on the FPC right -of -way and the site immediately south of the proposed stadium. The stadium will host Spring Training games for the Philadelphia Phillies during the month of March and this traffic analysis was prepared to evaluate the traffic impacts of the facility and develop solutions for mitigating those impacts during events at the stadium. II. EXISTING CONDITIONS Spring Training games will be the critical events held at the stadium where traffic entering and exiting the site will be heavy at certain times. Typically, Spring Training games have a 1:05 PM start time and usually conclude at approximately 4:15 PM. To establish existing conditions during the critical time periods FDC conducted intersection turning movement counts at the following locations during the week of June 17 — 21, 2002. Traffic counts were conducted between the hours of 11 AM — 1:30 PM (pre -game arrival) and 4 PM — 5:30 PM (post game departure) 1. Gulf -to -Bay Boulevard / Old Coachman Road 2. Drew Street / Old Coachman Road 3. Old Coachman Road / Sharkey Road 4. Old Coachman Road / N.E. Coachman Road All traffic counts were upwardly adjusted to peak hour /peak season equivalents to represent Spring Training conditions by using FDOT weekly adjustment factors. Existing peak hour /peak season intersection conditions were analyzed using 2000 Highway Capacity Manual (HCM) procedures and roadway segments were analyzed using FDOT QLOS Handbook capacity tables and accompanying software. Existing peak hour traffic volumes are shown in Figure 2, the intersection conditions are shown in Table 1, and existing roadway conditions are shown in Table 2. The computer printouts for the intersection analysis, traffic count data, and the FDOT weekly adjustment factors are included in Appendix A. -1- T: \pinellas\ PHILLIES \Traffic6- 02 \21206ProjLoca.dwg - Jun 27, 2002 0 8: 54om - jchamberlain 0 0 9 Qj o' T N O o o rn O Z o CL ° c� M Z m m � N � m � W O N To m N° Z o J �F =7d ^ N � N c o 0 .c 5 A "Jl m� r ° CL o� N A� N A W N 0 j N O) V i� n a m V p O ° r m 01 n y 3 = Zr�v� m 0 a O_ o' m c m CL O N fD a 0 c c a � o a O D - D z -� m o m f - m C- N C) O a N m 3 m n v 0 N O C- m r O D O Z O c O A � n N o O v N O O N N 1 N 0 0 U x 0 N NE CO p'CHM AN RD — OLD COACHMAN ROAD r,�4 Nlxo�plo r ?S�J N TS to o o 19 �0 N v O O � (16)30 (3)3 v�n N SHARKEY o c (143)145 j L N a —(425)427 (634)635 (66)63 —� (6)10 � I ly (11)12 (498 (4 (I)O_ 7 CIA ( 28)26 o (399)540 (339) 476_' o �4 i (32)38 v r,�� r13 (9 r S2I M NE CO p'CHM AN RD — OLD COACHMAN ROAD r,�4 Nlxo�plo r ?S�J N TS ® SIGNALIZED INTERSECTION w (XX) MID —DAY PEAK HOUR /PEAK SEASON VOLUME XX PM PEAK HOUR /PEAK SEASON VOLUME tn �' DESCRIPTION (137)167 (1506)1655 to o o 19 N v O O � (16)30 (3)3 v�n N SHARKEY RD (23)31 _J j L �(1)3 (20)36 (17)25 (6)10 � I ly (11)12 (I)O_ 7 CIA (10)15 v M ( 269! (335) SS6 (2 00 j (357) 1510 N n In L v N (78)704 —(602)706 DREW S T (791)919 j (184)207 (869)1017 (970)1026 (73)717 J I f F_ (1060)7050 (771)831 — n N n (126)118 K) to a O N v ( 58) ! f 6363) 1 ( 439 ! (355) 1721 N � N L (126)435 — — (1539)1954 GULF —TO —BAY BLVD (1829)2163 1 1 (— F(103)71 (1768)2460 (1768)1904 I } r (1862)1917 ® SIGNALIZED INTERSECTION w (XX) MID —DAY PEAK HOUR /PEAK SEASON VOLUME XX PM PEAK HOUR /PEAK SEASON VOLUME tn �' DESCRIPTION (137)167 (1506)1655 (125)82 o, N v O O N n 10 f` O v�n N N N EXISTING TRAFFIC CONDITIONS (2002) Q_ i PROJECT No. 212 -06 o DATE: FIGURE: FLORIDA DESIGN CONSULTANTS, INC. 6/2002 F OL f ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS DRAWN 8Y: 2639 McCormick Dr. Cleorwaler FL, 33759 Tel: (727) 724 -8422 - Fax: (727) 724 -8606 E JC @Coovriaht 2000 Florida Desion Consultants. Inc. drawinos and conceals mov not be used or reproduced without written permission. TABLE 1 EXISTING INTERSECTION CONDTTTOMS Location Mid -Day Peak Hour LOS PM Peak Hour LOS Old Coachman/ Gulf -to -Bay C C Old Coachman/Drew Street C D Old Coachman/Sharkey Road A/B A/C N.E. Coachman/Old Coachman B C Note: For unsignalized intersections A/C represents major street left turn/minor street approach LOS. TABLE 2 EXISTING ROADWAY SF,C:MFNT C'ONDITIONC Roadway Segment Lane Type Mid -Day Peak Hour Volume (LOS) PM Peak Hour Volume (LOS) Old Coachman (N.E. Coachman — Sharkey Rd) 2LU 592 (C) 847 (C) Old Coachman (Sharkey Road — Drew Street) 2LU 621 (C ) 825 (C) Old Coachman (Drew Street— SPC) 4LU 1,021 (C ) 1,136 (C Old Coachman (SPC — Gulf -to -Bay) 4LU 903 (C) 1,160 (C) Gulf- to-Bay (West of Old Coachman) 6LD 3,597 (C) 4,067 (C) Gulf -to -Bay (East of Old Coachman) 6LD 3,630 (C) 4,377 (D) Drew Street (West of Old Coachman) 4LD 1,761 (B) 1,945 (B) Drew Street (East of Old Coachman) 4LD 1,929 (B) 2,067 (B) N.E. Coachman West of Old Coachman) 2LU 895 C) 1,011 (C) N.E. Coachman (East of Old Coachman) 2LU 1,132 (C) 1,259 (C) A review of Table 1 shows all intersections operate at acceptable levels of service (LOS). A review of Table 2 shows all roadway segments analyzed operate at acceptable levels of service (LOS D or better) during both the mid -day and PM peak hours. III. PROGRAMMED IMPROVEMENTS Several roadway improvements are programmed for construction in the next three years that will substantially improve capacity in the area. They include: Location Improvement Project # Construction FY Agency US 19/Drew Street Interchange 2569571 2002/03 FDOT US 19 (S. of NE Coachman-N. of Sunset Pt.) Interchanges 2568881 2002/03 FDOT Drew St. (NE Coachman-Saturn Ave) Widen to 4LD 2570331 Under CST FDOT IV. FUTURE CONDITIONS As previously mentioned this analysis focuses on "gameday" conditions which will occur approximately 10 -15 days a year in March when the Philadelphia Phillies host a Spring Training game. As such, the future conditions analyzed represent a worst -case scenario of a game at the proposed stadium. According to the City of Clearwater the proposed facility would be completed in early 2004. -2- A. Trip Generation / Trip Distribution / Traffic Assignment According to information provided by the City of Clearwater, the complex would have a total of 2,000 parking spaces approximately 1,200 parking spaces on the former St. Petersburg College site on the northwest corner of Drew Street/Old Coachman Road, with 200 parking spaces provided on -site and 600 spaces on the Florida Power Corporation Right -of -Way. All locations are accessible from Old Coachman Road within walking distance of the site. Events such as baseball games are subject to a large influx of fans over a two -hour period prior to the start of the game and a large outflow of fans immediately after the conclusion of the game. As usual there will be some portion of fans who may arrive very early and some who leave prior to the end of the game, particularly in Spring Training games. Trip generation data for stadiums is lacking, therefore this analysis assumes a maximum of 2,000 vehicles. The estimated time -of- day arrival and departure schedules are shown in Table 3. TABLE 3 VEHICLE ARRIVAL/DEPARTURE ESTIMATES ARRIVAL (2000 VEHICLES ARRIVE) Time Period % Arriving # Arriving 11:00 — 11:15 A.M. 2% 40 11:15 —11:30 A.M. 4% 80 11:30 —11:45 A.M. 6% 120 11:45 —12:00 A.M. 8% 160 12:00 —12:15 P.M. 10% 200 12:15 —12:30 P.M. 20% 400 12:30 —12:45 P.M. 25% 500 12:45 —1:00 P.M. 20% 400 1:00 —1:15 P.M. 3% 60 1:15 —1:30 P.M. 2% 40 TOTAL 100% 2,000 TABLE 3 VEHICLE ARRIVAL/DEPARTURE ESTIMATES DEPARTURE (2000 VEHICLES DEPART) Time Period % Departing # Departing Prior to 4:00 PM 10% 200 4:00 — 4:15 PM. 10% 200 4:15 — 4:30 PM 30% 600 4:30 — 4:45 PM 30% 600 4:45 — 5:00 PM 15% 300 5:00 — 5:15 PM 4% 80 5:15 — 5:30 PM 1% 20 TOTAL 100% 2,000 -3- As shown in Table 3 the peak arrival hour for a 1:05 PM start would be between 12 Noon and 1 PM when approximately 75% of the crowd (1,500 vehicles) would arrive. Early arrivals and late arrivals outside this one -hour window are generally insignificant. As shown in Table 3 it is expected up to 20% of the fans would leave prior to the end of the game followed by a large surge within the first 30 minutes after the game (4:15 — 4:45 PM) and then a diminishing number of departures until 5:30 PM. The peak hour of stadium traffic would be between 4:00 — 5:00 PM when approximately 85% of the crowd (1,700 vehicles) would depart. This coincides with the beginning of the normal evening rush hour. Traffic is expected to be attracted to the facility from a large area since many games attract fans of the visiting team that may train in other bay area locations. It is expected the regional roadway network (US 19, SR 60, Drew Street, N.E. Coachman Road) would be used to reach the site. It is also assumed and strongly recommended, proper precautions would be made to discourage traffic within the adjacent neighborhood. US 19 will be improved by adding a series of interchanges. These improvements will create a frontage road on US 19 to which a right - in/right -out connection will serve the site. The main parking lot on the former St. Petersburg College site will have access from Old Coachman Road (Drive A) and Drew Street (Drive B). Access from Old Coachman Road would be provided to the site at two locations, one location opposite Sharkey Road (Drive D), and another further north at the northern end of the Carpenter Complex (Drive Q. B. Capacity Analysis Projected traffic was assigned to the roadway network and expected conditions were reanalyzed. Future peak hour volumes and distribution percentages are shown in Figure 3. Expected intersection conditions are shown in Table 4 and expected roadway segment conditions are shown in Table 5. The computer printouts of the intersection analysis are included in Appendix B. TABLE 4 FUTURE INTERSECTION OPEATIONS Location Mid -day Peak Hour LOS PM Peak Hour LOS Old Coachman Road/Gulf -to -Bay D D Old Coachman Road/Drew Street D* D* Old Coachman Road/Sharkey Road/Drive D A/C A/F N.E. Coachman Road/Old Coachman Rd. B* C* Old Coachman Road/Drive A B/NA . - NA/F Drew Street/Drive B C/NA NA/F Old Coachman Road/Drive C B/NA NA/F * Improvements Required As shown above in Table 4 the signalized intersections would operate at acceptable levels of service during the critical time periods with improvements. Congestion is to be expected since a large amount of traffic is loaded onto the system during a short time period however, the improvements would be adequate. At the Drew Street / Old Coachman Road intersection, recommended improvements include the construction of an additional southbound lane, and restriping the northbound approach to include a left turn lane and two through lanes. ME �I 0 D I E C tn o_ N O O N 06 N or a 0 v U u_ 0 N (4 (39� <J A ` p o� d' OJ oV OO /o 0 d M AN RD < < (143)145 E C o ACH a —(425)427 (784)635 N (216)63 JI (498 OLD COACHMAN ROAD r,5 8840 s ?J�65 20g SHARKEY RD O u O C O � (0)225 o� (0)325 0 v o� 20� (791)1259 DREW ST (1270)1026 �, f3'> j)° v �61 0 2 lSJ A °J�SSJO DRIVE C to ; DRIVE (28) 26 N a r (339)476 ' 0 ', ; (32)38 N --(3)3 r33 OLD COACHMAN ROAD r,5 8840 s ?J�65 20g SHARKEY RD O u O C O � (0)225 o� (0)325 0 v o� 20� (791)1259 DREW ST (1270)1026 �, f3'> j)° v �61 0 2 lSJ A °J�SSJO DRIVE C to ; DRIVE r n o (16)45 '.°.�� --(3)3 (23)31 (1)18 (20)66 9251 DRIVE D (17)25 (6)10 �I ly (60)12 (1)0 -- on (10)15 ,^� ._, (350)I N 6441 1(585) 1 781 M DRIVE A a W > N N ._. (264)I 100011 (10 7) 9251 1(938) O O\ O 0 b 00 N 8641 v L (353)104 721 Do N N co v ^ v 7 (1829)2333 --J 1 L 1 (891) (1918)1904 (267)167 I x (184)207 °i n —(100; 791 919 919 4 (300)0 J (970)_ I (73)77 J �I f F- 1176 (970)1026 -- (771)981— n C-v n 10% GULF —TO —BAY BLVD (126)118 a N N ._. ( 9251 1(938) ** O\ ( N 8641 1(730) 721 Do N N co 0 2 � (351)435 +– (1539)1954 (1829)2333 --J 1 L 1 (103)71 (1918)1904 (267)167 } (1506)1655 — — °i n (125)82 rn N N O 0 ® SIGNALIZED INTERSECTION o (XX) MID —DAY PEAK HOUR /PEAK SEASON VOLUME XX PM PEAK HOUR /PEAK SEASON VOLUME DRIVE E �c 25% (1244)1017 (1060)1475 15% (1993)2460 (1862)2087 b\ O 0 0 Sol 19 150 N N TS N J DESCRIPTION: FUTURE TRAFFIC CONDITIONS (2004) PROJE�j�° 06 a i o DATE: FIGURE: FLORIDA DESIGN CONSULTANTS, INC 6/2002 cx ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS DRAWN BY: 2639 McCormick Dr. Clearwater FL, 33759 Tel: (727) 724 -8422 - Fox: (727) 724 -8606 E JC ®Copyright 2000 Florida Design Consultants. Inc. drawings and concepts may not be used or reproduced without written permission. At the Old Coachman Road / N.E. Coachman Road intersection major improvements are recommended, these include constructing left turn lanes at all approaches and an exclusive right turn lane at the northbound approach. These improvements have been designed by Pinellas County (CIP # 921313) but construction was eliminated from the vital Improvements Program due to funding constraints. At the unsignalized driveway intersections all turning movements into the parking lots would operate at LOS C or better and turning movements exiting Sharkey Road and the parking lots would be delayed due to through traffic on Old Coachman Road and Drew Street. It is recommended these neighborhood motorists be directed to use Lake Forest Road to access N.E. Coachman Road or use Anna Avenue to access Drew Street during these critical time periods. TABLE 5 FUTURE ROADWAY SEGMENT CONDITIONS Roadway Segment Lane Type Mid -Day Peak Hour Volume (LOS) PM Peak Hour Volume (LOS) Old Coachman Road (N.E. Coachman - Drive C) 2LU 890 (D) 1,105 (D) Old Coachman Road (Drive C — Sharkey Rd. 2LU 942 (D) 1,447 (F) Old Coachman Road (Sharkey Rd. — Drive A) 2LU 935 (C) 1,421 (F) Old Coachman Road (Drive A - Drew St.) 2LU 1,271 (D) 1,510 (F) Old Coachman Road (Drew St. — SPC) 4 LU 1,396 (C) 1,561 (D) Old Coachman Road (SPC — Gulf -to -Bay) 4 LU 1,278 (C) 1,585 (D) Gulf -to -Bay Blvd. (W. of Old Coachman) 6LD 3,747 (C) 4,237 (C) Gulf -to -Bay Blvd. (E. of Old Coachman) 6LD 3,885 (C) 4,547 (D) Drew Street (W. of the Site) 4LD 2,061 (B) 2,285 (B) Drew Street (E. of Old Coachman) 4LD 2,304 (B) 2,492 (B) N.E. Coachman (W. of Old Coachman Rd.) 2 LU 895 (C) 1,011 (C) N.E. Coachman Rd. (E. of Old Coachman Rd) 2 LU 1,282 (C) 1,429 (D) As shown in Table 5 all roadway segments would continue to operate at acceptable levels of service except the segment of Old Coachman Road between the northern parking lot entrance (Drive C) and Drew Street. Recommended improvements include widening Old Coachman Road to four lanes to accommodate the heavy turning movements into and out of the stadium parking lot (Drive A), and adding a southbound left turn lane into Drive C. IV. CONCLUSION AND RECOMMENDATIONS The construction of the Community Sports Complex will have significant impacts on traffic during a few hours on days of Spring Training baseball games. These impacts can primarily be mitigated through stationing traffic control officers at strategic locations during the arrival and departure of the crowds. It should be noted that the heavy impact is expected to occur only 10 -15 times during the entire year during the month of March when the Philadelphia Phillies host a game. With that in mind the City of Clearwater must make a policy decision weighing the total costs of the recommended physical improvements to accommodate the peak traffic or accept short term congestion on the adjacent public roadways for these time periods. The recommended improvements are further described below and are shown in Figure 4. -5- 1. At Old Coachman Road/N.E. Coachman Road implement the intersection improvements designed by Pinellas County. The addition of turn lanes would provide LOS C or better operations even during critical peak times before and after Spring Training games. 2. At Drew Street/Old Coachman Road reconstruct the southbound approach to include an additional lane to accommodate through/right turn movements. This lane should extend from the main parking lot exit to the intersection. Restripe the northbound approach to allow two northbound through lanes and construct an additional northbound lane on Old Coachman Road between the Drew Street intersection and the main parking lot entrance (Drive A). 3. On Old Coachman Road construct a southbound right turn lane from south of Sharkey Road to the site driveway. Use a traffic control officer at the main parking lot entrance. Parking attendants (fee collectors) should be stationed well within the site to avoid backup onto Old Coachman Road. 4. On Drew Street construct a driveway and remove portions of the raised median and re- stripe to include an eastbound left turn lane to accommodate all motorists approaching from the west on Drew Street. Use a traffic control officer at this entrance. Parking attendants should be stationed well within the site to avoid backup onto Drew Street. 5. Construct a Southbound left turn lane on Old Coachman Road into the Northern driveway (Drive Q. Reconstruct the driveway to have two exiting lanes. Parking attendants should be stationed well within the site to avoid backups on Old Coachman Road. 6. Construct sidewalk along Old Coachman and add crosswalks at the Old Coachman Road/ Sharkey Road intersection. 7. Prohibit any parking or non -local traffic on Sharkey Road. Prohibit any potential cut through traffic by posting signs and traffic control officers at the subdivision entrances between 11 AM and 5PM. a. Sharkey Road west of Old Coachman Road b. Anna Avenue north of Drew Street C. Lake Forest Drive south of N.E. Coachman Road Residents within this subdivision should avoid using Sharkey Road -at these times. Access to Drew Street is provided by Anna Avenue and access to N.E. Coachman Road is provided by Lake Forest Drive. Existing traffic on Sharkey Road is very low such that the impacts at these other subdivision entrances will be insignificant. RACommunity Sports Complex.doc no O N nL. �� NE GoPGN 0 o C .� Z N o O o m o z M �Z o z a m J m v rl)� % m '^ -JO O clj VI m 0 CD Zz O N N� D r^ N `I T V a ° T 1 C� ,- -z X n �r � M 'W ~ n W a O 0� �Z 0 t r Q1 a ° a rri � N Z z o v C7 m c v a o v 0 ° O ROAD CLOSED m> n LOCAL f z m z TRAFFIC ONLY 0 CD M (TRAFFIC N Z CONTROL 00 OFFICER) = N (fl � o m N —• -- N z O rn OLD COACHMAN /NE COACHMAN ROAD CLOSED IMPLEMENT PINELLAS MpN V LOCAL TRAFFIC ONLY COUNTY IMPROVEMENTS FFIC CONTROL OFFICER) MATCH ROAD CLOSED EXISTING LOCAL TRAFFIC ONLY SIDEWALK (TRAFFIC CONTROL OFFICER) M m c co j t o = _ m rr- z Z o SHARKEY ROAD D z z D D z c m ANNA AVENUE 0 �7 D O Zll m DORA REMOVE RASIED MEDIAN MODIFY STRIPING FOR LEFT TURN LANE (USE CONES AND TRAFFIC CONTROL OFFICER) ADD CROSSWALKS ADD SOUTHBOUND RIGHT TURN LANE v 'hillI� ADD LANE CONSTRUCT TURN LANE ADD SOUTHBOUND gip LEFT TURN LANE DRIVE C -OLD COACHMAN RD CONSTRUCT SIDEWALK PARKING DRIVE D Nrs CONSTRUCT SIDEWALK STADIUM MATCH EXISTING SIDEWALK — LEFT TURN ENTRANCE LANE FOR ARRIVALS (USE CONES AND TRAFFIC CONTROL OFFICERS) DREW STREET RESTRIPE APPROACH 1llj t �► ADVANCED SIGNAGE C\ ) ®ts _xecution Copy April 3, 2002 PURCHASE AND SALE AGREEMENT THIS PURCHASE AND SALE AGREEMENT (this "Agreement ") is dated as of the Effective Date (as defined below) and is hereby made and entered into by and between HOME DEPOT U.S.A., INC., a Delaware corporation (hereinafter referred to as the "Seller "), and THE CITY OF CLEARWATER, a municipal corporation of the State of Florida (hereinafter referred to as the "Purchaser "). WITNESSETH: WHEREAS, Seller desires to sell and Purchaser desires to purchase, upon the terms and conditions hereinafter set forth, that certain tract or parcel of land containing approximately 8.63 acres, lying and being in Clearwater, Pinellas County, and being more particularly described on Exhibit A attached hereto and made a part hereof, together with all rights, easements and appurtenances pertaining thereto (collectively, the "Property "), and subject only to the Permitted Exceptions (as defined below). NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein and other good and valuable consideration, the receipt and sufficiency of which are all hereby acknowledged by each of the parties hereto, the parties hereto agree as follows: 1. Purchase Price. (a) Seller shall sell and transfer the Property to Purchaser, and Purchaser shall purchase the Property from Seller and pay to Seller, by wire transfer, the sum of Three Million Nine Hundred Twenty Five Thousand and No /100 Dollars ($3,925,000) hereinafter referred to as the "Purchase Price "), subject to adjustment as provided herein. (b) Within five (5) business days after the Effective Date, Purchaser agrees to deposit in escrow with Bryant, Miller and Olive, -P.A. ( "Escrow Agent "), at its office located at 201 South Monroe Street, Suite 500, Tallahassee, Florida 32301, an earnest money deposit in the amount of Twenty Five Thousand and No /100 Dollars ($25,000.00) (the "Earnest Money ") and the remaining Twenty Five Thousand and No /100 Dollars ($25,000.00) after the Inspection Period ends for a total Earnest Money deposit of Fifty Thousand and No /100 Dollars ($50,000.00). Escrow Agent shall invest the Earnest Money in a federally - insured interest bearing account. Except to the extent otherwise set forth herein, all Earnest Money shall be non - refundable and shall be applied for Purchaser's benefit against the Purchase Price. All interest which has accrued on the Earnest Money shall, under all circumstances, belong to the party which is ultimately entitled to receive the Earnest Money. Purchaser shall pay all escrow fees which are charged by Escrow Agent, and Seller and Purchaser each agree to execute and deliver all documents which are reasonably requested by Escrow Agent to effectuate the escrow of ATLOI /11176341 vI/ s Purchase and Sale Agreement Drew Street, Clearwater, FL; The City of Clearwater; ILE COPY _xecution Copy April 3, 2002 the Earnest Money. The parties acknowledge that the Escrow Agent serves as special counsel to the Purchaser and will serve as agent for the title insurer to be selected by the Purchaser. The Escrow Agent's actions in holding and disbursing the Escrow Money shall be deemed ministerial and so long as the Escrow Agent reasonably performs as provided herein, the parties hereby agree to hold harmless and indemnify the Escrow Agent with respect to any loss or damage experienced by the Escrow Agent, including reasonable attorneys fees, as a result of its good faith performance in holding and disbursing Earnest Money. (c) At closing, the parties shall deposit with the Escrow Agent, or the Escrow Agent is directed and authorized to retain from the Seller's proceeds, Seventy - Five Thousand and No /100 Dollars ($75,000.00)(the "Purchase Price Concession Incentive "). Escrow Agent shall invest the Purchase Price Concession Incentive in a federally- insured interest bearing account. All interest which accrues on the Purchase Price Concession Incentive will ratably belong to the party or parties which are entitled to receive the Purchase Price Concession Incentive. The Purchase Price Concession Incentive shall be disbursed by the Escrow Agent no later than three hundred and sixty (360) days after Closing as follows: (i) In the event the Purchaser presents the Seller and Escrow Agent with evidence in the form of sales receipts from Seller of Two Hundred Fifty Thousand and No /100 Dollars ($250,000.00) of purchases (exclusive of all taxes) made by the Purchaser, the Philadelphia Major League Baseball franchise, their agents, contractors or other parties involved with the development and construction of the Community Sports Complex (as hereinafter defined), the Escrow Agent shall disburse the Purchase Price Concession Incentive to the Purchaser. The Escrow Agent shall make such disbursement, provided the Seller makes no objection to the amount or veracity of the sales receipts presented, of the Purchase Price Concession Incentive to the Purchaser within ten (10) days after receipt of such evidence. (ii) In the event the Purchaser timely presents the Seller and Escrow Agent with evidence in the form of sales receipts from Seller of less than Two Hundred Fifty Thousand and No /100 Dollars ($250,000.00) of purchases (exclusive of all taxes) made by Purchaser, the Philadelphia Major League Baseball franchise, their agents, contractors or other parties involved with the development and construction of the Community Sports Complex (as hereinafter defined), the Escrow Agent shall disburse the Purchase Price Concession Incentive, together with all accrued interest, ratably between the parties. The ratable disbursement of the Purchase Price Concession Incentive to the Purchaser shall be arrived at by. multiplying the Purchase Price Concession Incentive, together with all accrued interest, by a fraction composed of the total amount of sales receipts presented as the numerator and Two Hundred Fifty Thousand and No /100 Dollars ($250,000.00) as the denominator. All remaining funds shall then be disbursed to the Seller. The Escrow Agent shall make such disbursement, provided the Seller makes no objection to the amount or veracity of the sales -2- _ xcution Copy April 3, 2002 receipts presented, three hundred and sixty (360) days after Closing. Timely presentation by Purchaser to the Escrow Agent and Seller of sales receipts from Seller must occur within three hundred and fifty (350) days after Closing. 2. Closing Costs. (a) Seller shall pay Seller's attorneys' fees outside of Closing. At Closing, Seller shall pay (i) any documentary revenue stamp taxes and all other taxes and costs associated with the conveyance, excluding recording fees to record the deed conveying the Property to the Purchaser, and (ii) the reasonable costs for any Phase II environmental testing conducted by Purchaser on the Property, if such testing is recommended by Purchaser's Phase I environmental report. (b) At Closing, Purchaser shall pay (i) the cost of the preparation of the Survey (as defined below), (ii) Purchaser's attorneys' fees outside of Closing, (iv) all recording fees to record the deed conveying the Property to Purchaser, and (vi) all title insurance fees and premiums. (c) All other costs and fees shall be paid by the party incurring such costs and fees. 3. Taxes and Assessments. All real estate taxes and assessments which are or which may become a lien against the Property shall be satisfied of record by Seller at closing. In the event the Purchaser acquires fee title to the Property between January 1 and November 1, Seller shall, in accordance with Section 196.295, Florida Statutes, place in escrow with the county tax collector an amount equal to the current taxes prorated to the date of transfer, based upon the current assessment and millage rates of the Property and based on payment on November 1. In the event the Purchaser acquires fee title to the Property on or after November 1, Seller shall pay to the county tax collector an amount equal to the taxes that are determined to be legally due and payable by the county tax collector. However, Seller shall be obligated to pay all personal property taxes for the year in which closing occurs. 4. Closing. The consummation of the purchase and sale of the Property contemplated under this Agreement (the "Closing ") shall be held on or before August 31, 2002 (the "Closing Date "), the date, time and place of closing shall be set by Purchaser to coordinate with the closing on the issue of revenue bonds to be issued by the Purchaser to finance the Purchase Price and/or the contemplated sports stadium facility and appurtenances to be partially located on the Property.. Seller agrees to deliver possession of the Property to Purchaser at Closing. At Closing, all of the terms and conditions of this Agreement shall be deemed to have been satisfied and merged into the Deed (as defined below) and shall not survive the Closing, except as specifically set forth in this Agreement. 5. Inspections Prior to Closing. -3- — cecution Copy April 3, 2002 (a) Subject to any rights or restrictions under any of the Permitted Exceptions, Purchaser, its agents and representatives, shall at all times before the Closing have the privilege, opportunity and right of entering upon the Property in order to conduct such investigations of the Property, including, but not limited to, the physical and environmental conditions thereof, as Purchaser deems necessary or desirable to satisfy itself as to the condition of the Property, and Purchaser will rely solely upon same and not upon any information (including without limitation environmental studies or reports of any kind) provided by or on behalf of Seller or its agents or employees with respect thereto, other than such representations, warranties and covenants of Seller as are expressly set forth in this Agreement or the documents executed at Closing pursuant to Section 9 hereof. To the extent permitted by law, Purchaser agrees to indemnify, defend and hold harmless Seller from and against (i) any and all damages to person or property, and (ii) any and all liabilities, damages, costs and expenses (including without limitation reasonable attorneys' fees and court costs), which arise as a result of or in connection with Purchaser's exercise of its rights pursuant to this Section. This indemnity shall survive any termination of this Agreement regardless of the reason for such termination. (b) Purchaser acknowledges that the Property is being sold "AS IS, WHERE IS" without any obligation of Seller, except as required by law or as expressly set forth herein to the contrary, to perform any repairs, improvements, maintenance or other work to the Property or any part thereof, and without, except as expressly set forth herein to the contrary, any warranties, express or implied, of any kind from Seller, including, but not limited to, warranties of fitness, merchantability, fitness for a particular purpose, habitability, tenantability or environmental condition. Seller expressly disclaims any representations and warranties with respect to the Property, except as specifically set forth in this Agreement, including any representations by any brokers or salesmen, and Purchaser does hereby acknowledge that, in purchasing the Property, Purchaser is relying only upon those representations of Seller concerning the Property expressly set forth as such in this Agreement. Further, in the event Purchaser purchases the Property, Purchaser hereby waives any claim it may have against Seller as to matters related to the Property or Seller. Upon Closing, Purchaser shall assume the risk that adverse matters, including but not limited to, adverse physical and environmental conditions, may not have been revealed by Purchaser's investigations, and Purchaser, upon Closing, shall be deemed to have waived, relinquished and released Seller (and Seller's officers, directors, shareholders, employees and agents) from and against any and all claims, demands, causes of action (including causes of action in tort), losses, damages, liabilities, costs and expenses (including reasonable attorneys' fees) of any and every kind or character, known or unknown, which Purchaser might have asserted or alleged against Seller (and Seller's officers, directors, shareholders, employees and agents) at any time by reason of or arising out of any latent or patent physical conditions, violations of any applicable laws and any and all other acts, omissions, events, circumstances or matters regarding the Property, except any such claim, demand, cause of action, loss, damage, liability, cost or expense arising out of any breach by Seller of any representation or warranty expressly set forth in this Agreement or the documents executed at Closing pursuant to Section 9 hereof. The provisions of this subsection (b) shall survive Closing. —xecution Copy April 3, 2002 (c) Within five (5) business days after the Effective Date, Seller shall deliver to Purchaser copies of all surveys and title policies in Seller's possession and relating to the Property (the "Seller Information "). Purchaser acknowledges that Seller does not snake any representation or warranty of whatever nature regarding the truth, accuracy, validity, completeness, usefulness, suitability or any other aspect of the Seller Information, and Seller expressly disclaims any such representation and warranty. Purchaser further acknowledges that the Seller Information is specific to Seller's use and development of the Property and may not be consistent with the interests of Purchaser in the Property. Purchaser relies on any Seller Information at Purchaser's sole risk. By accepting any Seller Information, Purchaser agrees to release Alston & Bird LLP, the environmental consultant and Seller from any liability that Purchaser may incur as a result of its reliance on the Seller Information. Purchaser hereby agrees that in the event this Agreement is terminated prior to Closing, Purchaser shall return all Seller Information promptly to Seller. The provisions of this subsection (c) shall survive Closing or any earlier termination of this Agreement. 6. Conditions Precedent. (a) Inspection Period. It is agreed that Purchaser's obligations hereunder are conditioned upon Purchaser being satisfied, at Purchaser's sole cost and expense, within the sooner of the ninety (90) day period after the Effective Date or the Closing Date (the "Inspection Period "), with the condition of the Property for the construction, development and operation of Purchaser's intended improvements, including the results of any environmental studies and geotechnical studies desired by Purchaser. Should Purchaser fail to be satisfied with the condition of the Property, Purchaser may, by delivery of written notice to Seller on or before the expiration of the Inspection Period, terminate this Agreement, whereupon this Agreement shall be deemed null and void and of no further force or effect with Purchaser and Seller having no further rights, obligations or liabilities hereunder except as otherwise set forth herein. If Purchaser elects not to tenninate this Agreement pursuant to this Section 6(a), Purchaser shall be deemed satisfied with the condition of the Property. (b) Title. Purchaser shall order a commitment for title insurance within five (5) days following the Effective Date and shall have until the date which is sixty (60) days following the Effective Date to examine the title to the Property, and to give written notice to Seller (the "Title Objection Notice ") of any objectionable matter or defect which adversely affects the use of the Property for the Purchaser's purposes or otherwise adversely affects the marketability or insurability of the title to the Property (the "Title Objections "). The Title Objection Notice shall be accompanied by a copy of Purchaser's commitment for title insurance. If Purchaser fails to deliver the Title Objection Notice within said sixty (60) day period, Purchaser shall be deemed to have waived such right to object to the Title Objections. If Purchaser does give Seller timely notice of any such objectionable matters, Seller agrees to notify Purchaser within ten (10) days following Seller's receipt of the Title Objection Notice as to whether Seller will attempt to cure such Title Objections by the Closing Date. If Seller fails to notify Purchaser within said 10 -day period or Seller notifies Purchaser within said 10 -day - 5 - Execution Copy April 3, 2002 period that Seller does not intend to attempt to cure any or all of the Title Objections by the Closing Date, then Purchaser shall have the option either to (i) waive its objections hereunder and take title to the Property pursuant to the remaining terms of this Agreement or (ii) terminate this Agreement by giving written notice to Seller prior to the expiration of the Inspection Period. Further, if Seller notifies Purchaser that Seller intends to attempt to cure the Title Objections by the Closirng.Date but Seller fails to cure such Title Objections by such date, then Purchaser shall be entitled to exercise its option under subsection 6(b)(1) or (ii) above, provided that the option under subsection 6(b)(ii) above shall be exercised prior to the Closing Date. Upon any termination of this Agreement pursuant to this Section 6(b), this Agreement shall be deemed null and void and of no further force or effect with Purchaser and Seller having no further rights, obligations or liabilities.. hereunder except as otherwise set forth herein. (c) Surve . Purchaser shall, at its sole cost and expense as soon as practicable, but in any case by not later than sixty (60) days following the Effective Date, obtain a current boundary survey of the Property prepared by a professional surveyor and mapper licensed by the State of Florida which meets the standards and requirements adopted by the Florida Department of Professional Regulation, Board of Land Surveyors under Chapter 61G17, Florida Administrative Code, or its successor in function ( "Survey "). The Survey shall locate all improvements on and within the boundary of the Property as well as the matters described in title search information presented by Seller or Purchaser. Further, the Survey shall reflect and show all easements or other matters referred to in Exhibit "A" hereto and reflect such use rights for all parcels within the common plat recorded in Plat Book 107, Pages 24 and 25, Public Records of Pinellas County, Florida. The Survey shall be certified to Seller, Purchaser (and other parties requested by the Purchaser), the title insurer and its agent, and the date of certification shall be subsequently updated to within thirty (30) days before the date of closing, unless this thirty (30) day time period is waived by the Purchaser and by the title insurer for purposes of deleting the standard exceptions for survey matters and easements or claims of easements not shown by the public records from the owner's title policy. If the Survey shows any encroachment on the Property or that any improvements intended to be located on the Property encroach on the land of others, the same shall be treated as a Title Objection. Adverse matters disclosed by such Survey which impair the marketability of the Property or otherwise materially frustrate Purchaser's contemplated use for a sports stadium facility and associated uses, shall also be treated as a Title Objection. (d) Modifications or Release of Existing Restrictions, Easements and Use Rights. (i) The Purchaser and the Philadelphia Phillies Major League Baseball franchisee have negotiated and executed agreements relating to the development and construction of a sports stadium facility consisting of a natural grass ballpark and stadium meeting major league baseball spring training standards, with approximately 7,000 fixed seats, outfield berm seating and other appurtenant facilities (the "Community Sports Complex "). The proposed plan for -6- Execution Copy April 3, 2002 creating the Community Sports Complex involves the City's acquisition of the Property pursuant to this Agreement on or before August 31, 2002. (ii) The Property is currently used in conjunction with other adjacent properties for retail shopping center purposes; and, the Property is subject to numerous covenants, restrictions, easements and other matters of record which provide for retail related shopping related use of the Property in conjunction with other properties, but do not allow or provide for the contemplated use of the Property as a part of the Community Sports Complex. The successful closing on the Property and development of the Community Sports Complex will require substantial revision, restatement and modification or release of numerous covenants, restrictions, easements and other matters of record now affecting the Property as conditions precedent to closing. (iii) Seller and Purchaser shall make a diligent effort to draft, circulate for comment, negotiate or otherwise arrive at a consensus on one or more documents or instruments necessary to modify, amend, restate or release the Property from all matters which are reasonably inconsistent with the contemplated use of the Property for a Community Sports Complex. Any such amendments, modifications, restatements or releases shall address all matters necessary to develop the Community Sports Complex and further induce the Philadelphia Phillies Major League Baseball franchisee to revise and enter into a long -term use agreement with the Purchaser and shall include, but not be limited to the following: 1) provision for secondary ingress and egress from Coachman Road, Drew Street and U.S. Highway 19 through the Property to the Community Sports Complex; 2) releasing, modifying or otherwise restating any restriction, use or operation agreement and covenant, easement or other agreement affecting the Property in a manner that advances the development of the Property as a Community Sports Complex and in a manner satisfactory to the Philadelphia Phillies Major League Baseball franchisee; 3) restricting any stadium improvements to no further south than the existing building improvements now located on the Property; 4) reconfiguring the existing parking site plan to restrict the parking, or substantially all of the parking, now available on the Property for the Community Sports Complex uses (the Purchaser expects to use such parking for player /staff /VIP purposes); and 5) provision for the long -term use of the Property by the Philadelphia Phillies Major League Baseball franchise subject to any revised, amended, restated or modified instruments or documents affecting the Property. -7- Execution Copy April 3, 2002 (iv) Within fifteen (15) days of the Execution Date Purchaser and Seller agrees to diligently work to identify all affected or necessary parties and outline the documents or instruments and substance thereof to comply with the conditions precedent described in this Section. Within forty -five (45) days of the Execution Date Purchaser and Seller shall diligently work to prepare and. circulate for comment all documents necessary to comply with the conditions precedent as described in this Section. The Parties hereto recognize and acknowledge that the necessary modification, amendment, restatement or release of the Property from matters of record will require the cooperation and participation of third parties. Neither Seller nor Purchaser shall have any obligation to compel any third party to execute any instrument or bring any suit to resolve any failure to meet or _comply with any condition precedent herein. If the Seller and Purchaser are unsuccessful in curing or removing Title Objections or otherwise complying to the parties' satisfaction with the conditions precedent to Closing prior to the end of the Inspection Period (including specifically the condition precedent in this Section 6(d), the Purchaser shall have the option to either: (1) accept title as it then is with or without an agreed upon reduction in purchase price from Seller, (2) seek to obtain the Seller's approval of an extension to the Closing Date, which may be granted or denied in the sole discretion of the Seller, or (3) terminate this agreement and receive the return of its Earnest Money in frill, thereupon releasing Purchaser and Seller from all further obligations under this agreement. (v) It is the intent and the objective of the Parties to secure all necessary documents and instruments contemplated by this Section and obtain execution thereof (in escrow pending closing on the Property) by all affected or necessary parties other than the parties to this agreement thirty (30) days prior to the Closing Date. 7. Covenant to Cooperate in Documenting Charitable Contribution. Upon Closing the City agrees to timely cooperate in documenting the donation of appreciated property to a governmental unit under Section 170 of the Internal Revenue Code represented by the difference between the fair market value of the Property, determined solely by the Seller and not the Purchaser, and the Purchase Price. The provisions of this subsection shall survive Closing. 8. Conveyance of Title. (a) At Closing, Seller shall convey fee simple title to the Property to Purchaser pursuant to a recordable special warranty deed (the "Deed "), subject to all of the following (collectively, the "Permitted Exceptions "): (i) all easements, restrictions .and encroachments of record or which would be ascertainable by an inspection or survey of the Property, (ii) all existing zoning laws and ordinances, (iii) all taxes and assessments not yet due and payable,. and (iv) all Title Objections waived by Purchaser pursuant to Section 6(b) above. Provided, however, the foregoing shall not be deemed to limit Purchaser's rights pursuant to Sections 6(b) and 6(d) above. The drafting of all documents shall, at the sole option of the Purchaser, be done in a manner which avoids merger of any of the Purchaser's current interests in the Property. Execution Copy April 3, 2002 (b) The Deed to be delivered by Seller to Purchaser at the Closing shall contain the legal description of the Property set forth on Exhibit A hereto; provided, however, that if the legal description of the Property based on the Survey and Purchaser's commitment for title insurance differs from Exhibit A hereto, Seller will additionally convey the Property to Purchaser pursuant to the new survey legal description of the Property, if different from Exhibit A hereto, by quitclaim deed. Seller shall be under no obligation to deliver such quitclaim for any interest it may have in any lands other than land within the plat recorded in Plat Book 107, at Pages 24 and 25, Public Records of Pinellas County, Florida, or lands contiguous thereto. (c) The Deed shall include a restriction, which shall touch, concern and run with the land and which limits the use of the Property in substantially the following manner: "No portion of the Property shall be used for the sale, display, lease or distribution of lumber, hardware items, plumbing supplies, electrical supplies, paint, wallpaper and wallcoverings, hard and soft flooring (including, without limitation, tile, wood flooring, rugs and carpeting), interior design services, kitchens or bathrooms or components thereof (including, without limitation, tubs, sinks, faucets, mirrors, cabinets, showers, vanities, countertops and related hardware), indoor and outdoor lighting, window treatments (including, without limitation, draperies, curtains and blinds), cabinets, siding, ceiling fans, gardening supplies, nursery products, pool supplies, patio furniture and patio accessories, non -patio furniture (including, without limitation, home entertainment centers), kitchen appliances (including, without limitation, countertop small appliances and cookware), closet organizing systems, pictures or picture framing, or Christmas trees." 9. Closing Documents. (a) Purchaser and Seller shall execute, obtain and/or deliver at the Closing the following documents (all of which shall be appropriately and duly executed and witnessed where required): (1) the Deed, in form acceptabld to Seller and Purchaser, and the title insurer insuring Purchaser's title to the Property; (ii) a Non - Foreign Certificate, in form acceptable to Seller; (iii) a title, possession and lien affidavit certified to Purchaser and the title insurer in accordance with Section 627.7842, Florida Statutes; (iv) such evidence as the title insurer shall reasonably require as to the authority of the parties acting on behalf of Seller to enter into this Agreement and to discharge the obligations of Seller pursuant hereto; (v) a closing statement which sets forth the distribution of the Purchase Price and other funds; -9- Execution Copy April 3, 2002 (vi) Affidavit of Seller Regarding Brokers; and (vii) Affidavit of Purchaser Regarding Brokers. (b) Whenever practicable all prepared documents shall be submitted to Seller and Purchaser for review and approval at least thirty (30) days prior to the closing. Seller and Purchaser will approve or provide reasonable comments to all closing documentation to be provided under this Agreement as soon as practicable after receipt. 10. Condemnation and Risk of Loss. (a) In the event that at any time between the making of this Agreement and Closing, all or a material portion of the Property is condemned by any legally constituted authority for any public use or purpose, then Purchaser may elect to either: (a) terminate this Agreement, in which event neither Purchaser nor Seller shall have any further liabilities, obligations or rights hereunder except as otherwise set forth herein, or (b) have the terms of this Agreement remain in full force and effect and binding on the parties hereto. In the event of a condemnation in which Purchaser does not elect to terminate this Agreement pursuant to the foregoing terms, then the term "Property" as used herein shall thereafter refer to the Property less and except any portion thereof taken by such condemnation. (b) Seller assumes all risk of loss or damage to the Property prior to the date of closing and covenants that the Property shall be transferred and conveyed to Purchaser in the same or essentially the same condition as of the date of Seller's execution of this Agreement, ordinary wear and tear excepted. In the event that between the date of this Agreement is executed by Seller and the date of closing, the condition of the improvements on the Property, as such improvements existed on the date this Agreement is executed by Seller, is altered by an act of God or other natural force beyond the control of Seller or by fire or other casualty, in excess of Two Hundred -Fifty Thousand and 00 /100 Dollars ($250,000), Purchaser shall not have the right to terminate its obligations under this Agreement by reason thereof, however, the Purchase Price shall be reduced by One Hundred -Fifty Thousand and 00 /100 Dollars ($150,000) at closing. 11. Agreement Not Assignable. This Agreement may not be assigned or transferred by either party prior written consent of the other party. 12. Notices. All notices, requests, demands or other communications hereunder shall be in writing and shall be delivered by personal delivery, overnight mail or delivery service, facsimile, or United States registered or certified mail, return receipt requested, postage prepaid, addressed as follows: If to Seller: Home Depot U.S.A., Inc. 2455 Paces Ferry Road Atlanta, Georgia 30339 -10- Execution Copy April 3, 2002 Attention: W. Keith Valentine Telephone Number: (770) 384 -2740 Facsimile Number: (770) 384 -2917 With a copy to: Home Depot U.S.A., Inc. 2455 Paces Ferry Road, NW Building C, 20th Floor Atlanta, Georgia 30339 Attention: Jeff A. Israel, Esq. Telephone Number: (770)384 -2908 Facsimile Number: (770) 384 -3042 With a copy to: Alston & Bird LLP One Atlantic Center 1201 West Peachtree Street Atlanta, Georgia 30309 Attention: Daniel R. Weede Telephone Number: (404) 881 -7529 Facsimile Number: (404) 881 -7777 If to Purchaser: The City of Clearwater Municipal Services Building, 100 South Myrtle Avenue Clearwater, Florida 33756 Attention: Kevin Dunbar, Director of Parks Telephone Number: (727) 562 -4800 Facsimile Number: (727) 562 -4825 With a copy to: The City of Clearwater 112 South Osceola Avenue Clearwater, Florida 33756 Attention: Pamela Akin, City Attorney Telephone Number: (727) 562 -4020 Facsimile Number: (727) 562 -4021 With a copy to: Bryant, Miller and Olive, P.A. 201 South Monroe Street, Suite 500 Tallahassee, Florida 32301 Attention: Mark G. Lawson Telephone Number: (850) 222 -8611 Facsimile Number: (850) 222 -8969 or to such other address as any party may from time to time designate by notice in writing to the other parties. Any such notice, request, demand or communication shall be deemed to have been given on the date of mailing. The refusal to accept delivery by any party or the inability to deliver any communication because of a changed address of which no notice has been given in accordance with this Section shall constitute delivery. -11- Execution Copy April 3, 2002 13. Amendment. Neither this Agreement nor any provision hereof may be changed, amended, modified, waived or discharged orally or by any course of dealing, but only by an instrument in writing signed by the party against which enforcement of the change, amendment, modification, waiver or discharge is sought. 14. Legal Fees. In the event legal action is instituted by any of the parties to enforce the terms of this Agreement or arising out of the execution of this Agreement, the prevailing party will be entitled to receive from the other party its reasonable attorneys' fees and court costs actually incurred (without regard to statutory interpretation). 15. Brokers. Purchaser and Seller hereby represent each to the other that they have not discussed this Agreement or the subject matter hereof with, and have not engaged in any fashion or any connection with this transaction the services of, any real estate broker, agent, or salesman, so as to create any legal right in any such broker, agent, or salesman to claim a real estate commission or similar fee with respect to the conveyance of the Property or the other transactions contemplated by this Agreement. Seller and Purchaser hereby agree to indemnify, to the extent permitted by law, and hold the other harmless from and against any and all claims (including, without limitation, court costs and reasonable attorneys' fees actually incurred in connection with any such claims) for any real estate commissions or similar fees arising out of or in any way connected with any breach of the foregoing representation. 16. Default. In the event the purchase and sale is not consummated because of the inability, failure or refusal, for whatever reason whatsoever, by Seller to convey the Property in accordance with the terms and conditions provided herein, Purchaser, as its sole and exclusive remedy, shall be entitled to either (a) terminate this Agreement by giving written notice to Seller, in which event the parties shall have no further rights or obligations hereunder, except for those which expressly survive any such termination, or (b) seek specific performance of Seller's obligations hereunder. In the event of a default by Purchaser hereunder, Purchaser shall have ten (10) days after written notice from the Seller to cure the default. Upon Purchaser's failure to timely cure an event of default by Purchaser hereunder and written demand by Seller given after any cure period, Escrow Agent shall deliver the Earnest Money to Seller and Seller shall be entitled, at its sole and exclusive remedy, to retain the Earnest Money as full liquidated damages for such default of Purchaser, whereupon this Agreement shall terminate and the parties shall have no further rights or obligations hereunder, except for those which expressly survive any such termination. Seller and Purchaser acknowledge and agree that Seller's damages in the event of a default by Purchaser hereunder would be difficult to ascertain and that the Earnest Money represents a fair estimate of such damages, and is not intended as a penalty. 17. Applicable Law. This Agreement shall be governed by and construed and enforced in accordance with the laws of the State of Florida. The parties to this Agreement expressly consent to the jurisdiction of and agree to suit in any court of general jurisdiction in the State of Florida, whether state, local or federal, and further agree that venue shall lie in Pinellas County, Florida. -12- Execution Copy April 3, 2002 18. Waiver. Failure of either Purchaser or Seller to exercise any right given hereunder or to insist upon strict compliance with regard to any term, condition or covenant specified herein, shall not constitute a waiver of Purchaser's or Seller's right to exercise such right or to demand strict compliance with any term, condition or covenant under this Agreement. 19. Counterparts. This Agreement may be executed in several counterparts, each of which may be deemed an original, and all of such counterparts together shall constitute one and the same Agreement (a party may execute a copy of this Agreement and deliver it by facsimile transmission, provided however, that any such party shall promptly deliver an original signed copy of this Agreement). 20. Captions. All captions, headings, paragraph and subparagraph numbers and letters are solely for reference purposes and shall not be deemed to be supplementing, limiting, or otherwise varying the text of this Agreement. 21. Severability. The invalidity or unenforceability of a particular provision of this Agreement shall not affect the other provisions hereof, and this Agreement shall be construed in all respects as if such invalid or unenforceable provision were omitted. 22. Entire Agreement. Time is of the essence of this Agreement. This Agreement constitutes the sole and entire agreement of the parties and is binding upon Seller and Purchaser, their heirs, successors, legal representatives and assigns. 23. Date for Performance. If the time period by which any right, option or election provided under this Agreement must be exercised, or by which any act required hereunder must be performed, or by which the Closing must be held, expires on a Saturday, Sunday or legal or bank holiday, then such time period shall be automatically extended through the close of business on the next regularly scheduled business day. 24. Date of Agreement. The submission of this Agreement to Purchaser for examination or consideration does not constitute an offer -to sell the Property, and this Agreement shall become effective, if at all, only upon the full execution and delivery thereof by Purchaser and Seller. The "Effective Date" of this Agreement shall be the date upon which this Agreement has been executed by both Purchaser and Seller. [signatures begin on following page] - 13 - '. Execution Copy April 3, 2002 IN WITNESS WHEREOF, the City of Clearwater, Florida, and Home Depot U.S.A., Inc. have caused this Purchase and Sale Agreement to be executed as of this �4. day of April, 2002. CITY OF CLEARWATER, FLORIDA, a municipal corporation of the State of Florida Countersigned: &6 u4ow - 1 &00- UW�.A, Brian',. J Aungst William B. Horne, II Mayor -Comm' sioner City Manager Approved as to fonn: Attest: PUA. �. ,_ Lgaut Ci` Attorney Cy h E. Goudeau Cit Cl rk Purchaser's Federal Taxpayer Identification Number: 5q — 6 000 - o2gq -14- Execution Copy April 3, 2002 IN WITNESS WHEREOF, the City of Clearwater, Florida, and Home Depot U.S.A., Inc. leave caused this Purchase and Sale Agreement to be executed as of this day of April, 2002. HOME DEPOT U.S.A., INC., a Delaware corporation - _ R.- Name: Jeff isradl Title: Senior Corporate Counsel - Real Estate (CORPORATE SEAL) g 1002 APR Seller's Federal Taxpayer Identification Number: 58- 1853.31 � . '-`,-r`:< -15- < 6 Execution Copy April 3, 2002 EXHIBIT A Lot 1, THE CLEARWATER COLLECTION SECOND REPLAT, according to the plat thereof recorded in Plat Book 107, pages 24 and 25, Public Records of Pinellas County, Florida. TOGETHER WITH rights of ingress and egress as reserved in Warranty Deed recorded in Official Records Book 1479, page 95, Public Records of Pinellas County, Florida. TOGETHER WITH non- exclusive easements for ingress and egress, the passage and parking of vehicles, the passage and accommodation of pedestrians, separate and common utility lines, construction, reconstruction, development, erection, removal and maintenance of building components and other matters over, on and under the land described in, and all as more particularly created, defined; located and limited in: (1) that certain Operation and Reciprocal Easement Agreement recorded in Official Records book 6440, page 2013; (2) Amendment to and Ratification of Operation and Reciprocal Easement agreement recorded in Official Records Book 6735, page 217; (3) Third Amendment to an Operation and Reciprocal Easement agreement recorded in Official Records Book 6921, page 129; (4) unrecorded Third Amendment dated July 17, 1990, as referred to in the Fourth Amendment to an Operation and Reciprocal Easement Agreement recorded in Official Records Book 7541, page 849 which was re- recorded in Official Records Book 7561, page 2125; (5) Fourth Amendment to an Operation and Reciprocal Easement Agreement recorded in Official Records Book 7541, page 849 which was re- recorded in Official Records Book 7561, page 2125; and (6) Fifth Amendment to Operation and Reciprocal Easement Agreement recorded in Official Records Book 9664, page 451, Public Records of Pinellas County, Florida; TOGETHER WITH non- exclusive easement rights as granted by Parking and Driveway Easement recorded in Official Records Book 6440, page 2002, as amended by Amended Parking and Driveway Easement recorded in Official Records Book 6735, page 212, Public Records of Pinellas County, Florida. TOGETHER WITH a non- exclusive easement as described in that certain Drainage Easement Agreement recorded in Official Records Book 6618, page 2190, Public Records of Pinellas County, Florida. LESS AND EXCEPT those portions of the above easement properties which lie within the properties taken, in fee simple, designated as Parcels 111 and 123 by Eminent Domain Suit No. 99- 4965 -CI, as evidenced by that Lis Pendens recorded in Official Records Book 10598, page 2406; Stipulated Order of Taking & Final Judgment recorded in Official Records Book 10714, page 617; and stipulated Order of Taking and final Judgment recorded in Official Records Book 10714, page 620; Stipulated Order of Taking and Partial Final .Judgment recorded in Official Records Book 10714, page 624; Stipulated Order of Taking and Final Judgment recorded in Official Records Book 10714, page 628; Order of Taking recorded in Official Records Book 10741, page 2041; ATL01 /1 11763410 Execution Copy April 3, 2002 Stipulated Final .Judgment recorded in Official Records Book 11611, page 1495 and Amended Order of Taking and Stipulated Final Judgment recorded in Official Records Book 11704, page 1408, Public Records of Pinellas County, Florida. LESS AND EXCEPT those portions of the above easement properties which lie within the properties taken, in fee simple, designated as Parcel 119 by Eminent Domain Suit No. 99- 5089 -CI, as evidenced by that Lis Pendens recorded in Official Records Book 10604, page 2207; Stipulated Order of Taking and Final Judgment recorded in Official Records Book 10662, page 353 and Stipulated Order of Taking and Final Judgment recorded in Official Records Book 10874, page 2276, Public Records of Pinellas County, Florida. LESS AND EXCEPT that portion of said Lot 1 taken, in fee simple, designated as PARCEL 120 by Eminent Domain Suit No. 99- 4965 -CI, as evidenced by that Lis Pendens recorded in Official Records Book 10598, page 2406; Stipulated Order of Taking & Final Judgment recorded in Official Records Book 10714, page 617; and Stipulated Order of Taking and Final Judgment recorded in Official Records Book 10714, page 620; Stipulated Order of Taking and Partial Final .Judgment recorded in Official Records Book 10714, page 624; Stipulated Order of Taking and Final Judgment recorded in Official Records Book 10714, page 628; Order of Taking recorded in Official Records Book 10741, page 2041; Stipulated Final Judgment recorded in Official Records Book 11611, page 1495 and Amended Order of Taking and Stipulated Final Judgment recorded in Official Records Book 11704, page 1408, Public Records of Pinellas County. -17- ATL01 /11 176341 v I U' ' t x,10 j f Form 1101 Hh id, WARRANTY DEED �'" -` `�� " j %�? iun:rco rr i; ;•x,i: ;,. ,... ...,.. .jjjj. A G q 4 ni�rr r, usrd h<rrin, the t. m " ,q," xAHii inc1H 1l the hrirs, prneonrtt rq,rr.eenlnli ra, nnrt /or siyrnt a/ Um raprcliro pn rrir,.r hr ,M: lhr. ,f th< 'n Qu(rrr n rnher s Aa (! r��'trr� Ur ,.tarn 1, nnr! rhr l:(urnt the 'n p:r la r; rhr of nnr, ,rn rlrr .�hnll inrlarre att t!rr.rd,.; H..d, q Hsrrt, me rer,H ••Halo.. shah iHa(�«lo Ha �n< „ore. nerrtH rtes�ru,rrt q mare ,� �- than one Made this 17th day of January .1. D. 1963 Between John D. Miller and Marjorie L. Miller, his wife, f "- of the County of Pinellas and State of Florida panty of the first part, and CITY OF CLEARWATER, a municipal corporation, o f the County o f P i n e I I a s a)td State of r Florida party of the second part. WitRRCSSeth that the said party of the first part., for and in consideration of the sum of One 6 00) Do Iar and other valuable cons iderat iorQOHMrs, to him in hand, paid, the receipt whereof is hereby acknowledged, has granted, &V -gain- ed, sold and transferred, and by these presents does grant, bargain, sell and transfer unto the said party of the second part all that certain parcel of land lying and being in the County of P i ne I I as and State of Florida,, more particularity described as follows: The Northeast Quarter (NE-j-) of the Southeast Quarter (SEQ -r) of Sec- tion 7, Township 29 South, Range 16 East, LESS AND EXCEPT the right- of-way of U. S. Highway 19; also, LESS AND EXCEPT the following de- scribed parcel of land to -wit: Beginning at the Southwest corner of the NEQ of SEQ of Section 7, Township 29 South, Range 16 East; thence North 89 degrees 52 minutes 03 seconds East, along the South boundary of said NEQ of SE4, 239.10 feet to a point that is 175.00 feet East- erly of and at right angle to the center line of Florida Power Cor- poration's existing Higgins- Disston 110 KV transmission line; thence North 0 degrees 23 minutes 18 seconds East, parallel to said existing center line, 1153.54 feet; thence North 0 degrees 24 minutes 38 seconds East, parallel to said existing center line, 193.08 feet to a point on the North boundary of said NE-1 Q of SEQ; thence South 89 degrees 41 minutes 38 seconds West, along said North boundary, 236.29 feet to the Nor- thwest corner of said NE-L of SE!, thence South 0 degrees 30 minutes 40 seconds West along the West boundary of said NEQ of SEQ, 1345.95 feet to the Point of Beginning: situate, lying and being in the County of Pinellas, State of Florida, including rights of ingress and egress in accordance with Deed recorded in OR Boole 1472; page 385. Toge ther with all the tenements, hereditaments anal appurtenances, with evezy priuitege, ri6ht,, title, interest, and estate, dower and right of dower, reversion, remainder and easern.ent thereto belonging or in anywise appertaining: To I-lave and -1® Hold the same in fee simple forever. .4nd the said party of the first part does covenant with the said party of the second part that he is laulfully seized of the said premises, that they are fret; from all incum- brances and that he has good right and lawful authority to sell the same; and the said party of the first part does hereby frclly warrant the title to said land, and will defend the same against the lawf al claims of all persons zvhozrzsnever. In Whines., Whereof, the said party of the first part has hereunto. set his hand and seal the day and year above written. Signed, Sealed and Delivered in Our Presence: C 0 r i Vii` e. L C'7 c,3 rn � wf C r✓3 State ®f Flo rier_a, County of Pine I I as 4 Ki 6 1,1= U.R. I.t1 "c� f1hICU0 I HEREBY CERTIFY, That on this 17th day of January .4. D. 19 63 before me personally appeared John D. M i I I er, joined. by his wife, Marjorie L. Miller, to me well known and known to me to be the person described in and who executed the foregoing conveyance to CITY OF CLEARtiVATER, and they acknowledged I the execution thereof to be their free act and deed for the uses and purposes therein mentioned. WITNESS my signature and official seal at Clearwater, in the County of Pinellas and State of Florida, the day and year last aforesaid. My Commission Expires Notary Public Notary Pubile, State of Florida at Large My Commiss?on Expires Oct. 22, 1966 C.`.` Bonded by American Surety Co. of N. Y. \ -.0 -. /�-• ice" ���(� �14s���': , 485602 485601 485679 47; IiiS�5T7r'�1":Yt . � a 0 0 '4 ®9i vi � w C� tag y 2� T J t ,=: 1 t:_ ur• 1- I__ V 1'� I D h�a : ,G j— r. pY! S GOCU?^ENT/ao. ___STAMP TAY. +- = D_OCUME, TA..:, >�TA_ 1f' TAY. " _ - c n 1 zo 900= _ ���670G_ 190124 " - -- -' Id. t3. IS012d "" f s :i i 6 1994 CTTY OF CLEARWATER, FLORIDA DEED OF CONVEYANCE WPI NO. :7117045 PROJECT NUMBER :15150 -2566 COUNTY :Pinellas STATE ROAD :55 PARCEL NO. :121 THIS INDENTURE made this 0, —4- day of - -\ , 1994 by and between the City of Clearwater, F1 1 a, a Florida Municipal corporation, party of the first part, and the Florida Department of Transportation, of the State of Florida, party of the second part, whose mailing address is 11201 North McKinley Drive, Tampa, Florida 33612 -6403. WITNESSETH: That the party of the first part, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable considerations, including, but not limited to,- any required right -of -way clearing and utility relocations, to it in hand paid by said party of the second part, at or before the ensealing and delivery of these presents, the receipt whereof is hereby acknowledged, has granted, bargained, sold, conveyed and confirmed unto the said party of the second part, and to its heirs and assigns forever, all the following piece, parcel, lot or tract of land, situate, lying and being in the County of Pinellas and State of Florida, and described as follows, to wit: PARCEL 121 RIGHT -OF -WAY That part of: The Northeast Quarter (NE1 /4) of the Southeast Quarter (SE1 /4) of Section 7, Township 29 South, Range 16 East, LESS AND EXCEPT the following right -of -way of U. S. Highway 19; also LESS AND EXCEPT the following described parcel of land to -wit: Beginning at the Southwest corner of the NE1 /4 of the SE1 /4 of Section 7, Township 29 South, Range 16 East; thence North 89 °52103" East, along the South boundary of said NE1 /4 of SE1 /4, 239.10 feet to a point that is 175.00 feet Easterly of and at right angle to the centerline of Florida Power Corporation's existing Higgins - Disston 110 RV transmission line; thence North 0 °23118" East, parallel to said existing center line, 1153.54 feet; thence North 0 °24138" East, parallel to said .existing center line, 193.08 feet to a point on the North boundary of said NE1 /4 of SE1 /4; thence South 89 °41138" West, along said North boundary, 236.29 feet to the Northwest corner of said NE1 /4 of SE1 /4, thence South 0 °30140" West along the West boundary of said NE1 /4 of SE1 /4, 1345.95 feet to the POINT OF BEGINNING: situate, lying and being in the County of Pinellas, State of Florida. Lying within the following described boundary, to -wit: Commence at a 5/8" iron rod no. LB -33 marking the Southwest corner of the Southeast 1/4 of Section 7, Township 29 South, Range 16 East, Pinellas County, Florida, run thence South 89 °39146" East, a distance of 2,671.71 feet along the South boundary of the Southwest 1/4 of said Section 7 to the Southeast corner thereof; thence North 00 °54150" East, a distance of 1,350.60 feet along the East boundary of the Southeast 1/4 of nail_ Section 7'; thence North 89 °50151" West, a distance of 100.01 feet to the existing West right - of -way line of U. S. #'19 and the POINT OF BEGINNING; thence North 89 050'51" West, a distance of 6.27 feet along the North boundary of THE CLEARWATER COLLECTION - SECOND REPLAT, according to the map or plat thereof, recorded in Plat Book la7, Page 24 of the Public Records of Pinellas County, Florida; thence North 05 °24150" East, a distance of 79.90 feet to said West right -of- way line of U.S. $19; thence along said West right -of -way line, South 00 °54'50" West, a distance of 79.57 feet to the POINT OF BEGINNING. Containing 249 square feet, more or less. ��� TOGETHER WITH all and singular tenemp--ts, hereditaments and appurtenances zreunto belong or appertaining; every right, title or interest, leg& r equitable, of the said party of e first part, of, in and to the same. TO HAVE AND TO HOLD the same unto the said party of the second part, its heirs and assigns, to its own property use, benefit and behoof forever. IN WITNESS WHEREOF, the said party of the first part has caused these presents to be executed in its name by its City Manager, City Clerk, countersigned by its Mayor- Commissioner, and approved as to form and correctness by its Office of City Attorney, and its corporate seal to be hereunto attached, the day and year first above written. Countersigned: Rita Garvey, Mayor -Co ssioner STATE OF FLORIDA } COUNTY OF PINELLAS } CITY OF CLEARWATER, FLORIDA P. O. BOX 4748 CLEARWATER, FLORIDA 34618 -4748 By: - liza)5eth M. Deptula City Manager Attest: Cy thia E. ,Goudeau,. City Clerk 11 , BEFORE ME, the undersigned, personally appeared Rita Garvey, the Mayor - Commissioner of the Ci.ty of Clearwater, Florida, who executed the foregoing instrument and acknowledged the execution thereof to be her free act and deed for the use and purposes herein set forth, and who is personally known to me. WITNESS my hand and official seal this '� P day of Z)Lj" 1 1994. I:s" DENISE A. WILSON Notary Public N My COMMISSION / CC 201408 EXPIRES .�; ` Juno 1B, 1996 Print /typ e name: ` ' %p; ^d:' BONDED M TOY FM INSU N4M NC. STATE OF FLORIDA } COUNTY OF PINELLAS } BEFORE ME, the undersigned, personally appeared Elizabeth M. Deptula, the City Manager of the City of Clearwater, Florida, who executed the foregoing instrument and acknowledged the execution thereof to be her free act and deed for the use and purposes herein set forth, and who is personally known to me. WITNESS 1994. my hand and official seal this � day of / j LA° 2' %N'•• DENISE A. WILSON My COMMISSION / CC 201408 EXPIRES Notary Public _ Tune 18.1996 Printt e name: , <` BONDED TRU TROY WN NS"CE. INC. / YP �'i LLB /�J 'a On.. Approved as to form and correctness: By:_ Office of the City Attorney SR55deed.ewb f 1 1 CHQ_../000-70 $r 17004 CL -156 10/24/86 0+]P6 4 0 4 104 C ( L LIICRASE AGREEMENIT 40 R — — — — — D GINAL 46 P Tot -, THIS LIMITED LICENSE PRIVILEGE AGREEMENT, Made and entered into this 18th day of December , 1986, by and between FLORIDA POWER CORPORATION, a Florida corporation, Party of the First Part, "LICENSOR" herein and CITY OF CLEARWATER, P.O. Box 4748, Clearwater, Florida 33518, Party of the Second Part, "LICENSEE" herein; WITNESSETH: WHEREAS, LICENSOR is the owner of the fee simple title to (among other lands)in the NW 1/4 of SE 1/4 comprising a portion of LICENSOR's electric transmission right -of -way lands in Pinellas County, Florida, an 800 foot long C, strip of said tract being hereinafter referred to as the "License Area" and -a � " rogenerally described as shown on sketch attached hereto as Exhibit "A" and by ;this reference incorporated herein and made a part hereof; R 4 C eu ;end, a WHEREAS, LICENSEE is desirous of acquiring from LICENSOR the V. < [limited privilege and license to occupy and utilize the License Area for "parking U ` v n ' G w land, o = p, V r WHEREAS, LICENSOR is willing to grant to LICENSEE the desired limited privilege and license for such occupancy and utilization, subject to certain terms and conditions as stipulated below along with specific requirements as shown on attached Exhibit "B" and by this reference incorporated herein and ro made a part hereof. 6 NOW, THEREFORE, IT IS MUTUALLY AGREED AS FOLLOWS: M C, "' 1. That LICENSOR hereby grants to LICENSEE, and LICENSEE hereby E" w accepts from LICENSOR, the limited privilege and license to occupy and utilize o �, the License Area for the sole purpose of parking together with such other y oa limited privilege and license as may be reasonably necessary or convenient for W H d H the full enjoyment of the License Area for the above. purpose only. 8a;c 2. That for and in consideration of the foregoing limited privilege and license, the LICENSEE hereby covenants to pay to LICENSOR a yearly fee, in an initial amount of $10.00 payable in advance, commencing January 1, 1987, for each and every calendar year while this limited privilege and license remains in effect. The yearly fee may be recomputed each subsequent year by LICENSOR and may be adjusted as appropriate to reflect fluctuations in the real estate value and other variables attributable to the License Area. LICENSOR shall mail a yearly billing invoice to LICENSEE, and LICENSEE's advance yearly fee checks shall be made payable to FLORIDA POWER CORPORATION and mailed to LICENSOR. 3. That LICENSEE shall notify, at least 48 hours prior to commencing initial construction activities within the License Area, Joseph G. Brown, Jr., Transmission Rights -of -Way Inspector, telephone (813) 866 -5109, St. Petersburg. 4. It is expressly stipulated by the said LICENSOR and LICENSEE that this License Agreement is a license for permissive use only and that the placing of any improvement upon the property pursuant to this Agreement shall not operate to create or vest any property right in said LICENSEE. 5. It is expressly stipulated by the said LICENSOR and LICENSEE that the privileges provided herein create no perpetual rights but determinable privileges depending solely on the conditions in this Agreement and at no time shall this License Agreement be construed as a License coupled with an interest. 6. That LICENSOR's consent to LICENSEE's use of the property described herein is limited. Such conditional and restricted consent creates privileges in the LICENSEE to use the land only insofar as the conditions herein are complied with. try tn FILE CO V , a '` CZ f .mil L.. C r IV V 1V 1 016404PA6E 105 7. That LICENSOR expressly reserves unto itself, its successors, lessees and assigns, the continued right to occupy and utilize the entire License Area and to grant to other parties such privileges affecting the License Area as are not inconsistent with privileges herein granted. B. That LICENSOR shall not be liable for damages to LICENSEE's utilization and appurtenances howsoever resulting from LICENSOR's occupancy and utilization of the License Area. LICENSOR, however, shall not willfully cause undue damage to LICENSEE's utilization. 9. That LICENSOR agrees to inform LICENSEE 30 days before building or developing within the License Area so that LICENSEE can relocate or remove the utilization described herein should LICENSOR determine that such utilization would interfere with LICENSOR's facilities or use of said area. 10. That upon LICENSEE's breach of any covenant or condition contained herein, this License Agreement after written notification by LICENSOR to LICENSEE of such breach and upon failure of LICENSEE to remedy or remove such breach within a period of five (5) working days after receipt of such written notification, shall cease and terminate and shall become null and void and the privilege and license herein granted shall thereupon immediately revert to the LICENSOR in absolute, and LICENSEE shall forfeit the remainder of the yearly fee; however, LICENSOR expressly does not waive any rights of recourse LICENSOR may have against LICENSEE for damages sustained by LICENSOR as a result of such breach. 11. That LICENSOR hereby expressly reserves the right to revoke this License Agreement at will by giving LICENSEE 30 days written notice, and LICENSEE shalt have no right to compensation for any expenditures by LICENSEE upon revocation of this License Agreement, except the LICENSOR shall return the unearned portion, if any, of the yearly fee paid by LICENSEE hereunder. 12. Any costs, attorney's fees or expenses incurred by LICENSOR in construing or enforcing this License Agreement shall be borne by the LICENSEE. 13. That this privilege and license is personal to LICENSEE and shall not be assigned or transferred in whole or in part. 14. That nothing contained in this License Agreement or contemplated is intended to or shall increase LICENSOR's risk of liability for personal injury or death or for any property damage and it is hereby expressly understood and agreed (a) that LICENSOR does not assume any such additional risk, (b) that liability arising out of the use and occupancy of the License Area by LICENSEE, LICENSEE's employees, agents, contractors, or any representative is hereby assumed by LICENSEE and shall be at the sole and exclusive risk of LICENSEE and (c) that LICENSEE shall adequately police the License Area, answer and satisfy to LICENSOR's satisfaction any and all complaints, and protect, defend, hold harmless and indemnify LICENSOR from and against any and all actions, claims, damages and /or loss, including costs and attorney's fees, occasioned by or growing out of any actual or claimed usage or condition of the License Area or caused, incurred or arising in any manner whatsoever, directly or indirectly, by reason of this Limited License Privilege Agreement or the use and occupancy of the License Area by LICENSEE, LICENSEE's employees, agents, contractors, or any representative, howsoever resulting and irrespective of negligence. With respect to any person not a party to this License Agreement, however, nothing herein shall be construed as a waiver by the LICENSEE of any of the defenses and limitations available to the LICENSEE pursuant to Section 768.28, Florida Statutes, or successor provisions thereto. 15. That the validity of this Agreement is contingent upon LICENSEE first obtaining proper zoning, authority, approval and /or permit from the appropriate governmental body or public agency having jurisdiction over such utilization at this location. If such zoning, authority, approval and /or permit is not secured, this Agreement will be considered null and void. -2- O.R. 6 4 0 4 PAGE 106 IN WITNESS WHEREOF, the said LICENSOR and LICENSEE have caused these presents to be executed in their respective corporate names by their proper officers thereunto duly authorized and their respective corporate seals to be hereunto affixed and attested, all as of the day and year first above written. Signed, sealed and delivered in the presence of: dZ�a..lc_ v-Q - Wai? Qoa -Q-. 7�Xl�XN�I�X X Coun ae` igned:�.- LZ *ayor- Commissioner Approved as to form �& correc nes c City Atto ney FLORIDA,P,OWER CORPORATION By ice P i ent Attest: Assistant Secretary (as LICENSOR) CITY OF CLEARWATER By 41-4 City nager Attest: City Clerk ( LICENSEE) STATE OF FLORIDA ) ss. COUNTY. OF PINELLAS ) The foregoing instrument was acknowledged before me this :-i'9th. day of_ December 1986, by G. C. Moore as Vice Presi- •.c ;Ti.d Cathleen P. Kortright as Assistant Secretary on behalf of FI�-QRIDh POWER CORPORATION. (kt'elrlal Seal) My- tbftinission Expires: Notary Public Notary N' blic, Stale of Florida at Large .My Commission Expires JUNE 28, 1990 * * * * * * * - 0 X�P POWER P LEGAL DEPT. 0 APPR V p D Date Z-Z -3- O.R.6404PAGE 107 * * * * * * ** STATE OF FLORIDA ) ) ss. COUNTY OF PINELLAS ) 31st The foregoing instrument was acknowledged before me this day of December. , 1986 , by KATHLEEN F. KELLY, -It1MONY L. SHOEMAKER, CYNTHIA E. GOUDEAU, and M. A. GALBRAITH, JR., Mayor -commissioner, City Manager, City Clerk, and City Attorney, respectively of the CITY OF CLEARWATER, FLORIDA. (Notarial Seal) Af 'Pi M4-..Commission Expires: Na r Publ' ? My fain: -4- O.R.6404PAGE 108 v w N OLP GOti1CHN&N RD. F.P.G. OVE4FLOW I» IV! Florida Power Co Real Estate De; M z m a W r rn T d m r n r v �i x CITY OF CLEAV- \VATSP- OVEWJR.CW mmv -wck CC.L.- I'-,'G v w z n 10- 30-8(0 1 VE•537 L Drawn by: 1ti• &wvEF25ow EXHIBIT "A" -o Im m Z z �' m n � � r A il (fi r 0 - `9 n 'n J O .. _ C m Z m —� z —C v m m n v w N OLP GOti1CHN&N RD. F.P.G. OVE4FLOW I» IV! Florida Power Co Real Estate De; M z m a W r rn T d m r n r v �i x CITY OF CLEAV- \VATSP- OVEWJR.CW mmv -wck CC.L.- I'-,'G v w z n 10- 30-8(0 1 VE•537 L Drawn by: 1ti• &wvEF25ow EXHIBIT "A" I O.R.6404PAUt 109 S P E C I F I C R E Q U I R E M E N T S for parking A. That all of LICENSEE's activities, operations and equipment used within LICENSOR's right -of -way strip shall at all times be in strict compliance with the applicable provisions of the National Electrical Safety Code (NESC) and the applicable rules and regulations of the Occupational Safety and Health Act of 1971 (OSHA). B. That upon completion of operations, LICENSEE shall notify LICENSOR's Inspector of Transmission RIghts -of -Way heretofore mentioned in above Paragraph 3 for inspection of the right -of -way strip. C. That the validity of this Agreement is contingent upon its being properly executed on behalf of LICENSEE to signify LICENSEE's acceptance of agreement to abide by the terms and conditions. Failure to sign this Agreement and return the marked copy to LICENSOR within 30 days from the date of agreement shall automatically render the Agreement null and void. D. LICENSEE is hereby notified and agrees to so notify any representatives or persons utilizing said • areas with LICENSEE's knowledge or under LICENSEE's control, that extreme caution is necessary around all guying or related facilities, . and in the event of any damages or injuries, LICENSEE agrees to notify LICENSOR immediately. E. That LICENSEE furnish LICENSOR with a set of as built drawing within thirty days of final construction. F. That other than LICENSOR's facilities, no overhead wires, poles, light standards, trees, buildings, structures, signs or obstacles shall be located, constructed or installed within the right -of -way strip without written approval by LICENSOR. G. That LICENSEE shall assume the sole duty, responsibility and obligation of mowing and otherwise, maintaining the surface of the portion of LICENSOR's right -of -way strip upon and across the land involved in .a condition compatible with the surrounding area. H. The entire disturbed area within the right -of -way strip including LICENSOR's patrol road shall be restored to a condition at least as good as that which existed prior .to construction. I. That a free easily passable twenty .foot (20') wide accessway be retained along the length of the right -of -way strip including to all transmission line structures and on or across said parking area for use by LICENSOR for emergency access and for normal maintenance and patrol purposes. J. That all excavations for LICENSEE's utilization be a minimum of twenty -five feet (251) from the nearest edge of LICENSOR's transmission structures or guying. K. That LICENSEE shall not use a dregline or cable type. crane within LICENSOR's right -of -way strip. L. That any and all piping and/or culverts within LICENSOR's right -of -way have sufficient earth cover to prevent breakage due to the operation of LICENSOR's vehicles and heavy equipment within the right -of -way. M. That no below ground grade drainage or facilities be installed without LICENSOR's review and written approval. N. That all vehicles shall be of an operative and transient nature; mobile homes, office trailers or carriers of explosive materials are prohibited. O. That any shrubbery planted within the right -of -way strip shall be of a variety no exceeding 12' in height. P. That LICENSOR shall not. be liable for damages to said landscaping or parking resulting from operations necessary to maintain LICENSOR's facilities. Page 1 of 2 Pages EXHIBIT "B" `O.R.64O4PAGE �io Q. That provision in NESC be adhered to regarding distances between ground and conductors. Ground elevation must not be increased more than two feet (2'). R. If the license area is fenced LICENSEE shall install a sixteen foot (16') gate in the fence making that portion of the right -of -way accessible. Gate should have a lock installed by LICENSOR. S. That LICENSEE be responsible for clean up of any and all spills that may occur within LICENSOR's right -of -way strip. Such spills must be reported to LICENSOR immediately. T. That LICENSEE shall notify LICENSOR's Superintendent of Transmission Underground (i.e.), D.M. Falvey or his designated alternate, 8131866 -5729, St. Petersburg at least 48 hours prior to LICENSEE's performing any excavation within LICENSOR's right -of -way astrip in order that LICENSOR may arrange for an authorized representative to be on site to assist in establishing the existing location of LICENSOR's underground fuel oil pipeline and to observe all excavation activities in proximity to said pipeline within LICENSOR's right -of -way strip. U. That no parking be allowed within fifty feet (50') of any transmission structure or guying. Page 2 of ? Pages EXHIBIT "B" SECTION A PART 1: Are any of the activities described in this application proposed to occur in, on, or over wetlands or other surface waters? ❑ yes X no Is this application being filed by or on behalf of an entity eligible for a fee reduction? o yes X no PART 2: A. Type of Environmental Resource Permit Requested (check at least one) ❑ Noticed General - include information requested in Section B. ❑ Standard General (single family dwelling) - include information requested in Sections C and D. X Standard General (all other projects) - include information requested in Sections C and E. ❑ Standard General (minor systems) - include information requested in Sections C and H. ❑ Standard General (borrow pits) - include information requested in Sections C and I. ❑ Individual (single family dwelling) - include information requested in Sections C and D. • Individual (all other projects) - include information requested in Sections C and E. • Individual (borrow pits) - include information requested in Sections C and 1. • Conceptual - include information requested in Sections C and E. • Mitigation Bank (construction) - include information requested in Section C and F. (If the proposed mitigation bank involves the construction of a surface water management system requiring another permit listed above, check the appropriate box and submit the information requested by the applicable section.) • Mitigation Bank (conceptual) - include information requested in Section C and F. B. Type of activity for which you are applying (check at least one) ❑ Construction or operation of a new system, including dredging or filling in, on or over wetlands and other surface waters. (If reapplying for an expired, denied or withdrawn permit] application, please provide previous permit #_ ❑ Alteration or operation of an existing system which was not previously permitted by SWFWMD or DEP. X Modification of a system previously permitted by SWFWMD or DEP. Provide previous permit 491048 and check applicable modification type. • Alteration of a system ❑ Extension of permit duration ❑ Abandonment of a system • Construction of additional phases of a system ❑ Removal of a system C. Are you requesting authorization to use State Owned Submerged Lands. ❑ yes X no If yes, include the information requested in Section G. D. For activities in, on or over wetlands or other surface waters, check type of federal dredge and fill permit requested: ❑ Individual ❑ Programmatic General ❑ General ❑ Nationwide X Not Applicable E. Are you claiming to qualify for an exemption? oyes X no If yes, provide rule number if known FILE COPY FORM 547.27/ERP(8 -94)A Page 1 of 5 2002 ENVIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET & BROOKSVILLE, FL 34609 -6899 (904) 796 -7211 OR FLORIDA WATS 1 (800) 423 -1476 FOR AGENCY USE ONLY ACOE Application # DEPNVMD Application # Date Received Date Received Proposed Project Latitude Fee Received $ Proposed Project Longitude " . Fee Receipt # SECTION A PART 1: Are any of the activities described in this application proposed to occur in, on, or over wetlands or other surface waters? ❑ yes X no Is this application being filed by or on behalf of an entity eligible for a fee reduction? o yes X no PART 2: A. Type of Environmental Resource Permit Requested (check at least one) ❑ Noticed General - include information requested in Section B. ❑ Standard General (single family dwelling) - include information requested in Sections C and D. X Standard General (all other projects) - include information requested in Sections C and E. ❑ Standard General (minor systems) - include information requested in Sections C and H. ❑ Standard General (borrow pits) - include information requested in Sections C and I. ❑ Individual (single family dwelling) - include information requested in Sections C and D. • Individual (all other projects) - include information requested in Sections C and E. • Individual (borrow pits) - include information requested in Sections C and 1. • Conceptual - include information requested in Sections C and E. • Mitigation Bank (construction) - include information requested in Section C and F. (If the proposed mitigation bank involves the construction of a surface water management system requiring another permit listed above, check the appropriate box and submit the information requested by the applicable section.) • Mitigation Bank (conceptual) - include information requested in Section C and F. B. Type of activity for which you are applying (check at least one) ❑ Construction or operation of a new system, including dredging or filling in, on or over wetlands and other surface waters. (If reapplying for an expired, denied or withdrawn permit] application, please provide previous permit #_ ❑ Alteration or operation of an existing system which was not previously permitted by SWFWMD or DEP. X Modification of a system previously permitted by SWFWMD or DEP. Provide previous permit 491048 and check applicable modification type. • Alteration of a system ❑ Extension of permit duration ❑ Abandonment of a system • Construction of additional phases of a system ❑ Removal of a system C. Are you requesting authorization to use State Owned Submerged Lands. ❑ yes X no If yes, include the information requested in Section G. D. For activities in, on or over wetlands or other surface waters, check type of federal dredge and fill permit requested: ❑ Individual ❑ Programmatic General ❑ General ❑ Nationwide X Not Applicable E. Are you claiming to qualify for an exemption? oyes X no If yes, provide rule number if known FILE COPY FORM 547.27/ERP(8 -94)A Page 1 of 5 2002 PART 3: A. OWNER(S) OF LAND B. APPLICANT (IF OTHER THAN OWNER) NAME NAME KEVIN E. DUNBAR, DIRECTOR COMPANY AND TITLE COMPANY AND TITLE CITY OF CLEARWATER PARKS AND CITY OF CLEARWATER RECREATION DEPARTMENT ADDRESS ADDRESS 100 S MYRTLE AVENUE 100 S MYRTLE AVENUE CITY, STATE, ZIP CITY, STATE, ZIP CLEARWATER, FL 33756 -5520 CLEARWATER, FL 33756 -5520 TELEPHONE ( 727) 562 -4567 TELEPHONE ( 727) 5624823 FAX ( 727) 5624576 FAX ( 727) 5624825 C. AGENT AUTHORIZED TO SECURE PERMIT (IF AN AGENT D. CONSULTANT (IF DIFFERENT FROM AGENT) IS USED) NAME NAME DANIEL M. VICKSTROM, P.E. COMPANY AND TITLE COMPANY AND TITLE CHARLOTTE ENGINEERING & SURVEYING, INC. ADDRESS ADDRESS 110 S HOOVER BOULEVARD, SUITE 206 CITY, STATE, ZIP CITY, STATE, ZIP TAMPA, FL 33609 TELEPHONE (, ) TELEPHONE ( 813 ) 289 -2599 FAX ( ) FAX ( 813) 289 -5366 PART 4: PROJECT INFORMATION A. Name of project, including phase if applicable: CLEARWATER COMMUNITY & SPORTS COMPLEX B. Is this application for part of a multi -phase project? . ❑ yes X no C. Total applicant -owned area contiguous to the project: ±47.9 acres D. Total project area for which a permit is sought: ±17.4 acres E. Total impervious area for which a permit is sought: ±7.88 acres F. Total area (metric equivalent for federally funded projects) of work in, on, or over wetlands or other surface waters: 0 acres or 0 square feet ( 0 hectares or 0 square meters) ' G. Total number of new boat slips proposed: 0 FORM 547.27/ERP(8 -94)A Page 2 Of 5 PART 5: PROJECT LOCATION (use additional sheets, if needed) County(ies) PINELLAS Section(s) 7 Township 29S Range 16E Section(s) Township Range Land Grant name, if applicable Tax Parcel Identification Number 07- 29 -16- 16442 - 000 -0010 / 07- 29- 6- 00000 -410 -0100 Street address, road, or other location 21780 US Highway 19 North City, Zip Code, if applicable Clearwater. Florida PART 6: DESCRIBE IN GENERAL TERMS THE PROPOSED PROJECT, SYSTEM, OR ACTIVITY. The Clearwater Community Sports Complex is a ±17.4 acre project located near the intersection of US 19 N and Drew Street. The project site consists of Bomber Field (north parcel) and the vacant Home Depot Building and associated parking area (south parcel). The new 8,000 seat stadium and its associated plazas, parking lots, practice field and associated stormwater management facilities will be constructed Over the existing Bomber Field and Home Depot sites. The new stormwater management facility will be constructed to provide water quality treatment and peak flow attenuation for the development in the north portion of the Site. The existing stormwater management facility in the south portion of the site will be modified to accommodate the redevelopment on the south parcel. Please refer to the attached engineering report for additional information. FORM 547.27/ERP(8 -94)A Page 3 of 5 PART 7: A. If there have been any pre - application meetings for the proposed project with regulatory staff, please list the date(s), location(s), and names of key staff and project representatives. NOT APPLICABLE Date(s) Location(s) Names B. Please identify by number any MSSW/WRM (dredge & fill) /ERP /ACOE permits or applications pending, issued or denied and any related enforcement actions at the proposed project site. . Agency Date Number/ Type Action Taken S.W.F.W.M.D. 1986 491048 Granted C. Note: The following information is required for projects proposed to occur in, on or over wetlands that need a federal dredge and fill permit and /or authorization to use state owned submerged lands. Please provide the names, addresses and zip codes of property owners whose property directly adjoins the project (excluding applicant) and /or is located within a 500 foot radius of the project boundary (for proprietary authorizations, if any). Please provide a drawing identifying each owner and adjoining property lines. (Use additional sheets, if needed). NOT APPLICABLE 1. 2. 3. 4. 5. 6. FORM 547.27/ERP(8 -94)A Page 4 of 5 PART 8: A. By signing this application form, I am applying, or I am applying on behalf of the owner or applicant, for the permit and /or proprietary authorizations identified above, according to the supporting data and other incidental information filed with this application. I am familiar with the information contained in this application, and represent that such information is true complete and accurate. I understand that knowingly making any false statement or representation in the application is a violation of Section 373.430, F.S. and 18 U.S.C. Section 1001. I understand this is an application and not a permit and work prior to approval is a violation. I understand that this application and any permit or proprietary authorization issued pursuant thereto, does not relieve me of any obligation for obtaining any other required federal, state, water management district or local permit prior to commencement of construction. I agree, or I agree on behalf of the owner or applicant, to operate and maintain the permitted system unless the permitting agency authorizes transfer of the permit to a responsible operation entity. Kevin E Dunbar Director City of Clearwater Parks and Recreation Department Typed /Printed Name of Owner, Applicant or Agent Corporate Title, if applicable Signature of Owner, Applicant or Agent Date B. AN AGENT MAY SIGN ABOVE ONLY IF THE FOLLOWING IS COMPLETED: I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my corporation, as the agent in the processing of this application for the permit and /or proprietary authorization indicated above; and to furnish, on request, supplemental information in support of the application. In addition, I authorize the above - listed agent to bind me, or my corporation, to perform any requirement which may be necessary to procure the permit or authorization indicated above. Typed /Printed Name of Owner or Applicant Corporate Title, if applicable Signature of Owner or Applicant Date C. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING: I either own the property described in this application or I have legal authority to allow access to the property, and I consent, after receiving prior notification, to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Southwest Florida Water Management District and the U.S. Army Corps of Engineers necessary for the review and inspection of the proposed project specified in this application. I authorize these agents or personnel to enter the property as many times as may be necessary to make such review and inspection. Further, I agree to provide entry to the project site for such agents or personnel to monitor authorized work if a permit is granted. Kevin E. Dunbar, Director, City of Clearwater Parks and Recreation Department Typed /Printed Name Corporate Title, if applicable Signature Date D. I certify that the engineering features of this surface water management system have been designed by me or under my responsible charge and in my professional opinion conform with sound engineering principles and all applicable rules and specifications. I further agree that I or my engineering firm will furnish the applicant/ permittee with a set of guidelines and schedules for maintenance and operation of the surface water management system. By: Signature of Engineer of Record *AFFIX SEAL• Date: Phone: ( 813 ) 289 -2599 FORM 547.27/ERP(8 -94)A - Page Of 5 Daniel M. Vickstrom, P.E. 46090 Name (please type) FL P.E. No. Charlotte Engineering & Surveying, Inc. Company Name 110 S Hoover Boulevard, Suite 206 Company Address Tampa, FL 33609 City, State, Zip J,Ct�v.7Y_ST F�\l r, �r� O ENVIRONMENTAL RESOURCE PERMIT APPLICATION SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 2379 BROAD STREET • BROOKSVILLE, FL 34609 -6899 (904) 796 -7211 OR FLORIDA WATS 1 (800) 423 -1476 SECTION C ENVIRONMENTAL RESOURCE PERMIT NOTICE OF RECEIPT OF APPLICATION This information is required in addition to that required in other sections of the application. Please submit five copies of this notice of receipt of application and all attachments. PLEASE SUBMIT ALL INFORMATION ON 8 112" BY 11" PAPER. Project Name: CLEARWATER COMMUNITY & SPORTS COMPLEX County: PINELLAS Owner: CITY OF CLEARWATER Applicant: CITY OF CLEARWATER PARKS AND RECREATION DEPARTMENT Applicant Address: 100 S MYRTLE AVENUE CLEARWATER FL 33756 -5520 1. Indicate the project boundaries on a USGS quadrangle map, reduced or enlarged as necessary to legibly show the entire project. If not shown on the quadrangle map, provide a location map, that shows a north arrow, a graphic scale, Section(s), Township(s), and Range(s), and detail sufficient to allow a person unfamiliar with the site to find it. 2. Provide the names of all wetland or other surface waters that would be dredged, filled, impounded, diverted, drained or would receive discharge (either directly or indirectly), or would otherwise be impacted by the proposed activity, and specify if they are in an Outstanding Florida Water or Aquatic Preserve: Not Applicable Attach a depiction (plan and section views), which clearly shows the works or other facilities proposed to be constructed. The depiction must use a scale sufficient to show the location and type of works. -Refer to the attached construction plans. 4. Briefly describe the proposed project (such as "construct a deck with boatshelter", "replace two existing culverts ", "construct surface water management system to serve 150 acre residential development'): Please refer to Attachment A. Specify the acreage of wetlands or other surface waters, if any, that are proposed to be disturbed, filled, excavated, or otherwise impacted by the proposed activity: Not Applicable Provide a brief statement describing any proposed mitigation for impacts to wetlands and other surface waters: Not Applicable FOR AGENCY USE ONLY Application Name: Application Number: Office where the application can be inspected: NOTE TO NOTICE RFCIPIFNT- The information in this notice has been submitted by the aoolicant and has not been verified by the Southwest Florida Water Management District. It may be subject to change prior to final agency action. FORM 547.27/ERP(8 -94)C Page 1 of 1 ENVIRONMENTAL RESOURCE � Esr PERMIT APPLICATION SOUTHWEST FLORIDA ;.l WATER MANAGEMENT DISTRICT 2379 BROAD STREET • BROOKSVILLE, FL 34609 -6899 (904) 796 -7211 OR FLORIDA WATS 1 (800) 423 -1476 SECTION E INFORMATION FOR STANDARD GENERAL OR INDIVIDUAL (INCLUDING CONCEPTUAL) ENVIRONMENTAL RESOURCE PERMITS FOR PROJECTS NOT RELATED TO A SINGLE FAMILY DWELLING UNIT The information requested below is for projects requiring either a standard general or individual environmental resource permit (ERP) not related to an individual, single family dwelling unit, duplex or quadruplex. Certain categories of information requested may not be applicable to all applications. In addition the level of detail required will vary depending on the nature and location of the site and the activity proposed. Conceptual approvals generally do not require the same level of detail as a construction permit. However, providing more detail will reduce the need for additional information being requested at a later date. Please submit all information on paper no larger than 24" x 36 ". A. Site Information 1. Provide a map(s) of the project area and vicinity delineating USDA/SCS soil types. Please refer to the attached geotechnical report prepared by Qore, Inc., dated April 2, 2002. 2. Provide recent aerials, legible for photo interpretation with a scale of 1" = 400 ft, or more detailed, with project boundaries delineated on the aerial. Please refer to the attached plans. 3. Identify the seasonal high water or mean high tide elevation and normal pool or mean low tide elevation for each on -site wetland or surface water, including receiving waters into which runoff will be discharged. Include date, datum, and method used to determine these elevations. Please refer to the attached geotechnical report prepared by Qore, Inc., dated April 2, 2002. 4. Identify the wet season high water table at appropriate locations on the project site. Include date, datum, :;and method used to determine these elevations. Please refer to the attached geotechnical report prepared by Qore, Inc., dated April 2, 2002. B. Environmental Considerations 1. Provide results of any wildlife surveys that have been conducted on the site and any comments pertaining to the project from the Florida Game and Fresh Water Fish Commission or the U.S. Fish and Wildlife Service (USF&W). Not applicable. 2. Provide a description of how water quantity, quality, hydroperiod, and habitat will be maintained in on -site wetlands and other surface waters that will be preserved or remain undisturbed.. Not applicable. 3. Provide a narrative of any proposed mitigation plans, including purpose, maintenance, monitoring, and construction sequence and techniques, and estimated costs. Not applicable. 4. Describe how boundaries of wetlands or other surface waters were determined. If there has been a jurisdictional declaratory statement, a formal wetland determination, a formal determination, a validated informal determination, or a revalidated jurisdictional determination, provide the identifying number. Not applicable. FORM 547.271ERP(8 -94)E Page 1 of 5 5. Summarize impacts to wetlands and other surface waters: a. For all projects with wetlands or other surface waters on site, complete Table 1, 2 and 3, as applicable; Not applicable. b. For docking facilities or other structures constructed over wetlands or other surface waters, complete Table 4; Not applicable c. For shoreline stabilization projects, complete Table 5. Not applicable C. Plans Provide clear, detailed plans for the proposed system which include specifications, plan, cross - section and profile views of the proposed project. The plans must be signed and sealed by an appropriate registered professional as required by law. These plans should show or include the following, as applicable: 1. Project and total land area boundaries, including distances and orientation from roads or other land marks. Please refer to the attached plans 2. Existing land use, land cover, and on -site natural communities, including wetlands, other surface waters, aquatic communities, and uplands (acreage and percentages). Use the USF &W Service's Classification of Wetlands and Deepwater Habitats of the United States for wetlands or other surface waters on the project site. Assign each wetland or other surface water a unique identification number which is consistent in all exhibits. Not applicable. 3. Existing topography extending at least 100 feet off site and includes adjacent wetlands and other surface waters. All topography shall include the location and a description of known benchmarks, referenced to NGVD. For systems waterward of mean high water (MHW) or seasonal high water, show water depths at mean low water (MLW) in tidal areas or normal pool in non -tidal areas. For docking facilities show the location, depths and access to the nearest navigational channel. Please refer to the attached plans. 4. Floodplain boundary and approximate flooding elevations if the project is in the known floodplain of a stream or other water course. Identify the 100 -year flood elevation and floodplain boundary of any lake, stream or other watercourse located on or adjacent to the site. Please refer to the attached plans and Attachment A. 5. Boundaries of wetlands and other surface waters within the project area. Distinguish those wetlands and other surface waters that have been delineated by any .binding wetland determination. Not applicable. 6. Proposed land use, land cover and natural communities, including wetlands, other surface waters, undisturbed uplands, aquatic communities, impervious surfaces, and water management areas (acreage and percentages). Use the same classification system and identification number used in C.2. above. Please refer to the attached plans, engineering report and Attachment C. 7. Proposed impacts to wetlands and other surface waters. Not applicable. 8. Locations of buffer zones abutting. wetlands. Not applicable. 9. Pre and post - development drainage patterns and basin boundaries. Show the direction of flow, including any off -site runoff being routed through or around the system and connections between wetlands and other surface waters. Please refer to the attached plans. 10. Location of all water management areas with details of size, side slopes and design water depths. Please refer to the attached plans. 11. Location and details of all water control structures, control elevations, any seasonal water level regulation schedules and the location and description of benchmarks (minimum of one benchmark per structure). Please refer to the attached plans and Engineering Report. 12. Location, dimensions and elevations of all proposed structures, including docks, seawalls, utility lines, roads and buildings. Please refer to the attached plans. FORM 547.27\ERP(8 -94)E Page 2 of 5 13. Location, size and design capacity of the internal water management facilities. Please refer to the attached plans. 14. Existing and proposed rights -of -way and easements for the system, including all on -site and off -site areas to be reserved for water management purposes. Please refer to the attached plans and Attachment D (Legal Documents) 15. Receiving waters or surface water management systems into which runoff from the developed site will be discharged. Please refer to the attached plans. 16. Location and details of the erosion, sediment and turbidity control measures to be implemented during each phase of construction and all permanent control measures to be implemented in post - development conditions. Please refer to the attached plans. 17. Location, grading, design water levels, and planting details of all mitigation areas. Not applicable. 18. Site grading details, including perimeter grades. Please refer to the attached plans. 19. Temporary and permanent disposal sites for any excavated material. Please refer to the attached plans. 20. Details of the dewatering plan including: delineation of areas to be dewatered, location(s) of dewatering facilities and discharge. Please refer to the attached plans and Attachment E. 21. For marina facilities, location of any sewage pumpout facilities, fueling facilities, boat repair /maintenance facilities, and fish cleaning stations. Not applicable. 22. Location and description of any existing off -site features, such as structures, buildings, wetlands, other surface waters, stormwater ponds, which might be affected by or affect the proposed construction or development. Please refer to the attached plans and Engineering Report. 23. Master development plan, for phased projects. Not applicable. D. Construction Schedule and Techniques Provide a construction schedule and a description of construction techniques, sequencing and equipment. This information should specifically include the following: 1. Method for installing any pilings, seawall slabs or riprap. Not applicable. 2. Schedule of implementation of a temporary or permanent erosion and turbidity control measures. Please refer to the attached plans. 3. Method and type of material to be excavated for work in wetlands or other surface waters. Not applicable. 4. Source and type of fill material to be used for work in wetlands and other surface waters. Not applicable. 5. Dewatering plan including: duration of dewatering; the methods for containing the discharge, methods of isolating dewatering areas, and time dewatering structures will be in place. A Water Use permit may be required for dewatering. Please refer to the attached plans and Attachment E. 6. , Methods for transporting equipment and materials to and from the work site. If barges are required for access, provide the low water depths and draft of the fully loaded barge. Any off -site fill material will be trucked in. 7. Demolition plan for any existing structures to be removed. Not applicable. FORM 547.27TERP(8 -94)E Page 3 of 5 8. Provide the name and address of the person who will construct the proposed project. Not Selected at this time 9. Identify the schedule and party responsible for completing construction monitoring, record drawings, and as -built certifications for the project. Charlotte Engineering and Surveying, Inc. will perform construction, observations, and provide record drawings and certification of completion to the District. E. Drainage Information - Please refer to the attached Engineering Report. 1. Provide pre - development and post - development drainage calculations, signed and sealed by an appropriate registered professional, as follows: a. Runoff characteristics, including area, runoff curve number or runoff coefficient, and time of concentration for each drainage basin; b. Seasonal high water table elevations including aerial extent and magnitude of any proposed water table drawdown; c. Normal, wet season, and design storm elevations of receiving waters; d. Design storms used including rainfall depth, duration, frequency, and distribution; e. Runoff hydrograph(s) for each drainage basin, for all required design storm event(s); f. Stage - storage computations for any area such as a reservoir, close basin, detention, area, or channel, used in storage routing; g. Stage- discharge computations for any storage areas at a selected control point, such as control structure or natural restriction; h. Flood routings through on -site conveyance and storage areas; i. Water surface profiles in the primary drainage system for each required design storm event(s); j. Runoff peak rates and volumes discharged from the system for each required design storm event(s); k. Tail water history and justification (time and elevation); I. Pump specifications and operating curves for range of possible operating conditions (if used in system). 2. Provide the results of any percolation tests, where appropriate, and soil borings that are representative of the actual site conditions. Please refer to attached geotechnical report prepared by Qore, Inc., dated April 2, 2002. Provide the acreage and percentage of the total project, of the following: a. impervious surfaces, excluding wetlands; b. pervious surfaces (green areas not including wetlands); c. lakes, canals, retention areas, other open water areas; d. wetlands. Please refer to the engineering report. 4. Provide an engineering analysis of floodplain storage and conveyance (if applicable), including: a. Hydraulic calculations for all proposed traversing works; b. Backwater water surface profiles showing upstream impact of traversing works; c. Location and volume of encroachment within regulated floodplain(s); d. Plan for compensating floodplain storage, if necessary, and calculations required for determining minimum building and road flood elevations. Please refer to the engineering report and the attached plans. 5. Provide an analysis of the water quality treatment system including: a. A description of the proposed stormwater treatment methodology that addresses the type of treatment, pollution abatement volumes, and recovery analysis; b. Construction plans and calculations that address stage- storage and design elevations, which demonstrate compliance with the appropriate water quality treatment criteria. Please refer to the engineering report. FORM 547.27\ERP(8 -94)E Page 4 of 5 6. Provide a description of the engineering methodology, assumptions and references for the parameters listed above, and a copy of all such computations, engineering plans, and specifications used to analyze the system. If a computer program is used for the analysis, provide the name of the program, a description of the program, input and output data, two diskette copies, if available, and justification for model selection. Basin - Runoff - Network (BRN) and Modret computer programs were utilized. Computer print -outs of the calculations are contained within the attached engineering report. F. Operation and Maintenance and Legal Documentation 1. Describe the overall maintenance and operation schedule for the proposed system. Refer to the attached maintenance instructions. 2. Identify the entity that will be responsible for operating and maintaining the system in perpetuity, if different than the permittee. Provide a draft document enumerating the enforceable affirmative obligations of the entity to properly operate and maintain the system for its expected life and document the entity's financial responsibility for long term maintenance. If the proposed operation and maintenance entity is not a property owner's association, provide proof of the existence of an entity, or the future acceptance of the system by an entity which will operate and maintain the system. If a property owner's association is the proposed operation and maintenance entity, provide copies of the articles of incorporation for the association and copies of the declaration, restrictive covenants, deed restrictions, or other operational documents that assign responsibility for the operation and maintenance of the system. Provide information ensuring the continued adequate access to the system for maintenance purposes. Before transfer of the system to the operating entity will be approved, the permittee must document that the transferee will be bound by all terms and conditions of the permit. The facilities will be maintained by the Permitee. 3. Provide copies of all proposed conservation easements, storm water management system easements, property owner's association documents, and plats for the property containing the proposed system. See Attachment D. 4. Indicate how water and wastewater service will be supplied. Letters of commitment from off -site suppliers must be included. City of Clearwater Utilities Department will continue to provide water and wastewater services. 5. Provide a copy of the boundary survey and/or legal description and acreage of the total land area of contiguous property owned /controlled by the applicant, including the project site. Please refer to the attached plans and Attachment D. 6. Provide a copy of the deed or other evidence of ownership, or in the case of an applicant, evidence of an easement or other documents evidencing authorization to perform the proposed work. Please refer to Attachment D (Deed and Developer's Agreements) G. Water Use 1. Will the surface water system be used for water supply, including landscape irrigation, recreation, etc.? No. 2. If a Water Use Permit has been issued for the project, state the permit number. Not applicable 3. If a Water Use Permit has not been issued for the project, indicate if a permit will be required and when the application will be submitted. Not required. 4. Indicate how any existing wells located within the project site will be utilized or abandoned. Not applicable FORM 547.27\ERP(8 -94)E Page 5 of 5 TABLE ONE: PROJECT WETLAND AND OTHER SURFACE WATER SUMMARY NOT APPLICABLE WL & SW ID WL & SW TYPE WL & SW SIZE WL & SW NOT IMPACTED TEMPORARY WL & SW IMPACTS PERMANENT WL & SW IMPACTS MITIGATION AREA ID WL & SW TYPE IMPACT SIZE IMPACT TYPE WL & SW TYPE IMPACT SIZE IMPACT TYPE PROJECT TOTALS: Comments: Note: WI-=Wetland SW =Other Surface Water I D= Identification number, letter, etc. Wetland Type: from an established wetland classification system Impact Type: D= dredge; F =fill; H= change hydrology; S= shading; C= clearing; O =other Multiple entries per cell not allowed, except in the "Mitigation ID" column. If more than one impact is proposed in a given area, indicate the final impact. FORM 547.2"VERP(R -90F. TABLE TWO: PROJECT ON -SITE MITIGATION SUMMARY NOT APPLICABLE MITIGATION AREAID CREATION RESTORATION ENHANCEMENT WETLAND PRESERVE UPLAND PRESERVE OTHER AREA TARGET TYPE AREA TARGET TYPE AREA TARGET TYPE AREA TYPE AREA TYPE AREA TARGET TYPE PROJECT TOTALS COMMENTS: NOTE: Target Type or Type= target or existing habitat type from an established wetland classification system or land use classification for non - wetland mitigation. Multiple entries per cell not allowed. FORM 547.27(ERP {8 -94)E TABLE THREE: PROJECT OFF -SITE MITIGATION SUMMARY NOT APPLICABLE MITIGATION AREA ID CREATION RESTORATION ENHANCEMENT WETLAND PRESERVE UPLAND PRESERVE OTHER AREA TARGET TYPE AREA TARGET TYPE AREA TARGET TYPE AREA TYPE AREA TYPE AREA TARGET TYPE PROJECT TOTALS COMMENTS: Target Type= target or existing habitat type from an established wetland classification system or land use classification for non - wetland mitigation NOTE: Multiple entries per cell not allowed FORM 547.'7/ERP(8 -94)E TABLE FOUR: SUMMARY OF STRUCTURES OVER WETLANDS AND OTHER SURFACE WATERS NOT APPLICABLE STRUCTURES TYPE OF WORK * LENGTH WIDTH HEIGHT TOTAL AREA PROPOSED SLIPS EXISTING SLIPS FOR EACH DOCK OR PIER PLEASE COMPLETE: FOR EACH FINGER PIER PLEASE COMPLETE: FOR EACH OTHER WATER STRUCTURE PLEASE COMPLETE: TOTAL: * Type of Work: N =new; R= replaced; O= other; RR= Removed; A= altered /modified Primary use of proposed structures: Will the docking facility provide: liveaboard slips? if yes provide number: fueling facilities? if yes provide number: sewage pumpout facilities? if yes provide number: Other Supplies or Services? if yes specify: Type of Materials for Decking and Pilings (e.g. CCA, pressure treated wood, plastic, concrete) pilings: decking: Deck plank spacing: Number of boats, grouped by length, type and draft, expected to use the facility: FORM 547.27/(ERP/8 -94)E TABLE FIVE: SUMMARY OF SHORELINE STABILIZATION NOT APPLICABLE STABILIZATION LINEAR FEET LINEAR FEET LINEAR FEET SLOPE WIDTH AT THE NEW REPLACED REMOVED H: V: TOE VERTICAL SEAWALL: SEAWALL AND RIPRAP: RIPRAP: RIPRAP AND VEGETATION: OTHER TYPE: SIZE OF RIPRAP: TYPE OF RIPRAP: FORM 597.27/ERP(8 -94)F Clearwater Community & Sports Complex Attachment A The Clearwater Community Sports Complex is a ±17.4 acre project site located near the intersection of U.S. Highway 19 North and Drew Street. The project site consists of a north and south parcel. The north parcel is an existing ballfield complex known as Bomber Field. The south parcel of the site is a vacant Home Depot building and associated parking. The new stadium and its associated plazas and parking will be constructed over the existing Bomber Field and Home Depot sites. Access to the site will be from Coachman Road on the west and from U.S. 19 via an existing access road into the adjoining shopping center south of the site. The project will consist of an 8,000 seat stadium, a practice field, plaza areas, parking lots and associated stormwater, management facilities. A new stormwater management facility will be constructed to provide water quality treatment and peak flow attenuation for the development in the north portion of the site. The existing stormwater management facility in the south portion of the site will be modified to accommodate the redevelopment on the south parcel. Wells, Wayne From: Wells, Wayne Sent: Wednesday, November 27, 2002 11:49 AM To: Farrell, Alicia Cc: Fierce, Lisa Subject: RE: Community Sports Complex/Phillies Spring Training Facility - Fence issue Alicia - Not to be a bother, but do you know the status of the fence? Thanks, Wayne - - - -- Original Message---- - From: Wells, Wayne Sent: Wednesday, November 20, 2002 8:54 AM To: Farrell, Alicia; Dunbar, Kevin E. Cc: Fierce, Lisa Subject: Community Sports Complex/Phillies Spring Training Facility - Fence issue Alicia - As a follow -up to my phone conversation with you regarding the recent approval of the site development permit for the Sports Complex at 601 Old Coachman Road, the Development Order for this project under Case #FLD2002 -07021 required the playerNIP parking area to "be enhanced with a column and ornamental fence, acceptable to the Planning Department." It is unclear on the drawing submitted, nor is there any details or clarifying language, to indicate the enclosing fence design for the playerNIP parking area. If this is to be handled under a separate building permit, whereby compliance with the condition on the Development Order is being achieved, please let me know. If it is included under Permit #BCP2002- 10555, please advise as compliance with the condition on the Development Order has not been achieved. Thanks- Wayne Wells, Wayne From: Wells, Wayne Sent: Wednesday, November 20, 2002 8:54 AM To: Farrell, Alicia; Dunbar, Kevin E. Cc: Fierce, Lisa Subject: Community Sports Complex/Phillies Spring Training Facility - Fence issue Alicia - As a follow -up to my phone conversation with you regarding the recent approval of the site development permit for the Sports Complex at 601 Old Coachman Road, the Development Order for this project under Case #FLD2002 -07021 required the playerNIP parking area to "be enhanced with a column and ornamental fence, acceptable to the Planning Department." It is unclear on the drawing submitted, nor is there any details or clarifying language, to indicate the enclosing fence design for the playerNIP parking area. If this is to be handled under a separate building permit, whereby compliance with the condition on the Development Order is being achieved, please let me know. If it is included under Permit #BCP2002- 10555, please advise as compliance with the condition on the Development Order has not been achieved. Thanks- Wayne Wells, Wayne From: Dunbar, Kevin E. Sent: Thursday, November 14, 2002 1:15 PM To: Wells, Wayne Cc: Farrell, Alicia Subject: Community Sports Complex Parking Wayne ... please allow this email to be the follow up to our conversation of this morning. It is my understanding from the discussion we had that the existing submittal does not meet the minimum paved surface requirement of 15% fro recreation facilities. The city will commit to the following in order to meet this standard: We are continuing to speak with Florida Power about the upgraded use of the right of way area. It is still our desire to pave the player parking area. Currently FPL has said no to this request. If we are successful in getting this approval, than we would exceed the necessary threshold. If we are not successful on the first bullet point, the city will either: • Return to the CDB asking for a variance of this requirement (prior to issuance of the Certificate of Occupancy). • or, commit to providing the necessary paved area at the DiMaggio Complex to proved the adequate coverage when that project is scheduled to be completed (either with the expansion of the facility or the previous commitment to upgrade the parking area in 2006 if we have not expanded the complex). - 1 trust this will resolve this issue and allow for the final approval of this application. Any.questions or concerns, please let me know. Thanks for your help and guidance. t 1 c� m� ?64 Q\. PLANNING DEPARTMENT CITY OF C LEARWATE R POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562 -4865 September 23, 2002 Mr. Kevin Dunbar, Director Parks and Recreation Department City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 RE: Development Order regarding Case FLD2002 -07021 at 601 Old Coachman Road (Clearwater Community Sports Complex and Phillies Spring Training Facility) Dear Mr. Dunbar: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On September 17, 2002, the Community Development Board reviewed your application for Flexible Development request, as part of a Comprehensive Infill Redevelopment Project, to: (1) reduce the required side (south and west) setbacks from 10 feet to zero feet (to parking/pavement) within the Commercial District; (2) reduce the required side (south and west) setback from 20 feet to zero feet (to parking/pavement) within the OS/R District; (3) increase the permitted height of a building (stadium) from 25 feet to 49 feet within the Commercial District; and (4) increase the permitted height of a building (stadium) from 30 feet to 49 feet within the OS/R District, under the provisions of Sections 2 -704B and 2- 1404A. The proposal is to develop the overall site with the Clearwater Community Sports Complex and Phillies Spring Training Facility of 8000 total seats. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Sections 2 -704.B and 2- 1404.A. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3 -913. 3. The development will enhance other redevelopment efforts, will likely function as a "spark plug" to initiate development in the area and expand upon the tourism and family- oriented activity generated by the existing spring training venue at the Carpenter Complex. BRIAN J. AUNGST, MAYOR - COMMISSIONER WHITNEY GRAY, VICE MAYOR - COMMISSIONER HOYT HAMILTON, COMMISSIONER FRANK HIBBARD, COMMISSIONER BILLJONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" September 23, 2002 Dunbar — Page 2 Conditions of Approval: 1. That the City upgrade site D (Joe DiMaggio) prior to the 2006 spring training season. The City shall provide at least 1,200 spaces at this location, with at least 550 spaces to be upgraded with paved drive aisles and a minimum 15 -foot wide landscape area along Drew Street and Old Coachman Road. The balance of the spaces may be on grass spaces (on playing fields); 2. That the City upgrade, with Florida Power's approval, site C with paved drive aisles and a minimum landscape area along Old Coachman Road of 15 feet, as part of a continuous, consistent streetscape; 3. That the player parking area be enhanced with a column and ornamental fence, acceptable to the Planning Department; 4. That a landscape plan for each parking lot be submitted to approved by Staff, prior to the issuance of permits for construction; 5. That should the Pinellas Trail extension within the Florida Power right -of -way be constructed prior to the 2004 spring training season, the sidewalk along the east side of Old Coachman Road may be eliminated and the sidewalk along the west side of Old Coachman Road shall be increased to a minimum width of 10 feet. If the Pinellas Trail extension is not constructed within this timeframe, but is substantially designed with funding assured (within fiscal year 03/04), then its construction may be deferred and a temporary surface should be installed for an interim period. If the trail is neither substantially designed nor funded, five -foot sidewalks should be installed prior to the 2004 spring training season; 6. That the signature landscape display at the intersection of Drew Street and Old Coachman Road be approved by the Planning Department, prior to construction, and installed prior to the 2006 spring training season; 7. That all proposed signage (scoreboard, directionals, temporary, etc.) be approved through a Comprehensive Sign Program by the Community Development Board; 8. That the design of the buildings be consistent with the conceptual elevations submitted to, or as modified by the CDB; and 9. That a revised Master Parking Plan be submitted to staff within 14 days, with corrected parking tabulations and identifying site E (plaza parking). Pursuant to Section 4 -407, an application for a building permit shall be made within one year of Flexible Development approval (September 17, 2003). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Board may grant an extension of time for a period not to exceed one year and only within the original period of validity. Please be aware that the issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. w + ' -° September 23, 2002 Dunbar — Page 3 In addition, please be aware that an appeal of a Level Two approval (Flexible Development) may be initiated by a property owner abutting the property (which is the subject of the approval) within 14 days of the date of the CDB decision. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expired on October 1, 2002. If you have any questions, please do not hesitate to call Wayne Wells, AICP, Senior Planner, at 727- 562 -4504. Sin erely, Cynthia H. Tarapani, AICP Planning Director IIMS5clPDSIPlanning DepartmentlC D BIFLEX'Jnactive or Finished Applications101d Coachman 601 Community Sports Complex - Approved101d Coachman 601 Development Order.doc LETTER OF TRANSMITTAL CHARLOTTE ENGINEERING & SURVEYING, INC. 110 S. Hoover Boulevard, Suite 206 Tampa, FL 33609 813- 289 -2599 813 - 289 -5366 (Fax) TO: Wayne Wells, AICP DATE September 17, 2002 JOB NO. Senior Planner, City of Clearwater Planning Dept Re: IPhillies Site - Clearwater 100S. Myrtle Avenue Submit _ Copies for Distribution Clearwater, FL 33756 727 562 4504 Returned for CORRECTIONS WE ARE SENDING THE FOLLOWING TO YOU VIA II COPIES I DATE I DESCRIPTION II 11 15 1 181/2 x 11 Sheets of Master Parking Plan, C4, and L1 11 THESE ARE TRANSMITTED AS INDICATED BELOW: For Approval —Approved as SUBMITTED _ Resubmit _ Copies for Approval X For Your Use —Approved as NOTED Submit _ Copies for Distribution As Requested Returned for CORRECTIONS Return _ Corrected Prints For Review & Comment For Bids Due Prints Returned After Loan to Us REMARKS: The enclosed plans are provided as requested COPY: File FROM: Dan Vickstrom If enclosures are not as noted, kindly notify us at once. i-4 PLANNING DEPARTMENT CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562 -4865 Mr. Kevin Dunbar, Director Parks and Recreation Department City of :Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 FILE COPY August 1, 2002 RE: Flexible Development approval (FLD2002- 07021) to reduce the required side (south and west) setbacks from 10 feet to zero feet (Commercial District) and from 20 feet to zero feet (OSR District) and to increase the permitted height from 25 feet 49 feet (building) and 156 feet (field lights) (Commercial District) and from 30 feet to 49 feet (building) and 156 feet (field lights), as part of a Comprehensive Infill Redevelopment Project, under the provisions of Section 2 -704B and 2- 1404A, at 601 Old Coachman Road. Dear Mr. Dunbar: The Planning staff has reviewed your application to reduce the required side (south and west) setbacks from 10 feet to zero feet (Commercial District) and from 20 feet to zero feet (OSR District) and to increase the permitted height from 25 feet 49 feet (building) and 156 feet (field lights) (Commercial District) and from 30 feet to 49 feet (building) and 156 feet (field lights), as part of a Comprehensive Infill Redevelopment Project, under the provisions of Section 2 -704B and 2- 1404A, at 601 Old Coachman Road. After a preliminary review of the submitted documents, staff has determined that the application is complete. The application has been entered into the Department's filing system and assigned the case number FLD2002- 07021. The Development Review Committee (DRC) will review the application for sufficiency on August 15, 2002, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building, 100 South Myrtle Avenue, in Clearwater. Additional comments and requirements may result from that meeting. Please call Sherrie Nicodemus at 562 -4582 no earlier than one week prior to the meeting date for the approximate time that your case will be reviewed. BRIAN J. AUNGST, MAYOR - COMMISSIONER WHITNEY GRAY, VICE MAYOR - COMMISSIONER HOYT HAMILTON, COMMISSIONER FRANK HIBBARD, COMMISSIONER BII.1. JONSON, COMMISSIONER , "EQUAL EMPLOYMENT AND AFFIRMATIVE, ACTION EMPLOYER' ,,� a August 1, 2002 Dunbar — Page two You or your client must be present to answer any questions that the committee may have regarding your application. Please be aware that 15 additional sets of the complete resubmittal of all required information, to include copies of the application, survey, site plan (with any required changes as applicable), affidavit of authorization, etc. will be required by August 19, 2002, in order to be placed on the September 17, 2002, Community Development Board (CDB) agenda. Alternately, due to the nature and complexity of the development, we have scheduled a second DRC meeting to discuss the proposal, scheduled for September 12, 2002. For the second DRC meeting, 12 additional sets of the complete resubmittal of all required information will be required by August 22, 2002, to be on the September 12, 2002, DRC meeting. If you have any questions, please do not hesitate to call me at 727 -562 -4504. Sincerely yours, Wa M. Wells, AICP Senior Planner IIMS5clPDSIPlanning DepartmentlC D BTLEXIPending caseslUp for the next DRCIOld Coachman 601 Community Sports Complex101d Coachman 601 Complete Letter.doc 4. Case: FLD2002 -07021 — 601 Old Coachman Road Level 2 application Owners: City of Clearwater, Home Depot U.S.A., Inc., and Florida Power Corporation. Applicant: City of Clearwater. Representative: Kevin Dunbar, Director, Parks and Recreation Department. Location: 37.393 total acres located on the west side of US Highway 19 North, approximately 700 feet north of Drew Street and 200 feet east of Old Coachman Road (northeast corner of Sharkey Road and Old Coachman Road, Sites A and B - 17.42 acres), with associated parking located approximately 450 feet north of the intersection of Sharkey Road and Old Coachman Road (Site C - 2.712 acres) and on the northwest corner of Drew Street and Old Coachman Road (Site D - 17.261 acres). Atlas Pages: 281 B. Zoning: C, Commercial District; OS /R, Open Space /Recreation District; P, Preservation District; and I, Institutional District. Request: Flexible Development approval, as part of a Comprehensive Infill Redevelopment Project, under the provisions of Section 2 -704B and 2- 1404A, to: a) Reduce the required side (south and west) setbacks from 10 feet to zero feet (to parking /pavement) within the Commercial District; b) Reduce the required side (south and west) setback from 20 feet to zero feet (to parking /pavement) within the O /SR District; c) Increase the permitted height of a building (stadium) from 25 feet 49 feet within the Commercial District; d) Increase the permitted height of a building (stadium) from 30 feet to 49 feet within the OS /R District; and e) Decrease the percentage of paved parking provided from 15 percent to 14.2 percent. Proposed Use: A Community Sports Complex and Phillies Spring Training Facility of approximately 8,000 seats. Presenter: Wayne Wells, Senior Planner. ACTION: APPROVED - 6:0 with Conditions: 1) That the City upgrade site D (Joe DiMaggio) prior to the 2006 spring training season. The City shall provide at least 1,200 spaces at this location, with at least 550 spaces to be upgraded with paved drive aisles and a minimum 15 -foot wide landscape area along Drew Street and Old Coachman Road. The balance of the spaces may be on grass spaces (on playing fields); 2) That the City upgrade, with Florida Power's approval, site C with paved drive aisles and a minimum landscape area along Old Coachman Road of 15 feet, as part of a continuous, consistent streetscape; 3) That the player parking area be enhanced with a column and ornamental fence, acceptable to the Planning Department; 4) That a landscape plan for each parking lot be submitted to approved by Staff, prior to the issuance of permits for construction; 5) That should the Pinellas Trail extension within the Florida Power right -of -way be constructed prior to the 2004 spring training season, the sidewalk along the east side of Old Coachman Road may be eliminated and the sidewalk along the west side of Old Coachman Road shall be increased to a minimum width of 10 feet. If the Pinellas Trail extension is not constructed within this time frame, but is substantially designed with funding assured (within fiscal year 03/04), then its construction may be deferred and a temporary surface should be installed for an interim period. If the trail is neither substantially designed nor funded, five -foot sidewalks should be installed prior to the 2004 spring training season; 6) That the signature landscape display at the intersection of Drew Street and Old Coachman Road be approved by the Planning Department, prior to construction, and installed prior to the 2006 spring training season; 7) That all proposed signage (scoreboard, directionals, temporary, etc.) be approved through a Comprehensive Sign Program by the Community Development Board; 8) That the design of the buildings be consistent with the conceptual elevations submitted to, or as modified by the CDB; and 9) That a revised Master Parking Plan be submitted to staff within 14 days, with corrected parking tabulations and identifying site E (plaza parking). acdb0902 3 09/17/02 CDB Meeting Date: September 17, 2002 Case Number: FLD2002 -07021 Agenda Item: B4 CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT OWNERS: City of Clearwater, Home Depot, U.S.A *, Inc. and Florida Power Corporation (* The City purchased the Home Depot site on August 30, 2002, after this application was filed.) APPLICANT: City of Clearwater LOCATION: 601 Old Coachman Road REQUEST: Flexible Development request, as part of a Comprehensive Infill Redevelopment Project, to: (1) reduce the required side (south and west) setbacks from 10 feet to zero feet (to parking/pavement) within the Commercial District; (2) reduce the required side (south and west) setback from 20 feet to zero feet (to parking/pavement) within the OS/R District; (3) increase the permitted height of a building (stadium) from 25 feet to 49 feet within the Commercial District; (4) increase the permitted height of a building (stadium) from 30 feet to 49 feet within the OS/R District; and (5) decrease the percentage of paved parking provided from 15 percent to 14.2 per- cent (Plans were revised which meet Code paving requirements (15.59 percent), after this case was advertised, no reduction request is required), under the provisions of Sections 2 -704B and 2- 1404A. PLANS REVIEWED: Site plan submitted by City of Clearwater Public Works Administra- tion and Charlotte Engineering and Surveying, Inc. SITE INFORMATION: PROPERTY SIZE: Total site: 37.393 acres Sites A & B: 17.42 acres of paved parking and the stadium on the northeast corner of Sharkey Road and Old Coachman Road; Site C: 2.712 acres of unpaved parking at the Carpenter Complex approximately 450 feet north of the intersection of Sharkey Road and Old Coachman Road; and Site D: 17.261 acres at the Joe DiMaggio complex on the northwest corner of Drew Street and Old Coachman Road Staff Report — Community Development Board — September 17, 2002 — Case FLD 2002 -07021 - PI;ILE PROPERTY USE: Current Use: Retail sales and service (closed Home Depot), Bomber Field, Carpenter Complex parking and Joe DiMaggio parking and ball field Proposed Use: Clearwater Community Sports Complex and Phillies Spring Training Facility PLAN CATEGORIES: CG, Commercial General; R/OS, Recreation/Open Space; P, Preservation; and T/U, Transportation/Utility Classifications ZONING DISTRICTS: C, Commercial District; OS/R, Open Space/Recreation District; P, Preservation District; and I, Institutional District ADJACENT LAND USES: North: Carpenter Complex, attached dwellings, detached dwellings West: Retail sales and services, attached dwellings, detached dwellings, Florida Power right -of -way, Joe DiMaggio Field House East: Automobile dealerships, Clearwater Commerce Park, Florida Power right -of -way, Time Warner offices South: Retail sales and services, Florida Power right -of -way, St. Petersburg College CHARACTER OF THE IMMEDIATE VICINITY: Nonresidential uses dominate the U.S. Highway 19 corridor east of Old Coachman Road/Florida Power right -of -way. The St. Petersburg College is to the south across Drew Street. Residential uses are on the west side of Old Coachman Road and north of Sharkey Road. ANALYSIS: The overall site consists of various parcels. The main parcel (site A and B) of 17.42 acres is actually three parcels or portions of parcels: (1) the old Home Depot commercial property, recently purchased by the City; (2) Bomber Field, owned by the City; and (3) a portion of the Florida Power right -of -way, on which the City has a License Agreement for parking. Also included is the grass parking area of 2.712 acres (site C) within the Florida Power right -of -way between Old Coachman Road and the Carpenter Complex. The parking area, soccer fields and baseball field at the Joe DiMaggio complex of 17.261 acres (site D) is also included. The main parcel is located near the busy intersection of US Highway 19 North and Drew Street and is zoned C, Commercial District and OS/R, Open Space/Recreation District. South of the site is a dense commercial area including shopping centers, restaurants, hotels and multi -story office buildings. Other portions of the shopping center, including Target, abut to the south. The Carpenter Complex is adjacent to the north, also zoned OS/R Districts. St. Petersburg College is to the south of the Joe DiMaggio parking area on the south side of Drew Street. Staff Report — Community Development Board — September 17, 2002 — Case FLD 2002 -07021 - Page 2 The City seeks to redevelop the main parcel with the Clearwater Community Sports Complex and Phillies Spring Training Facility as a replacement of the existing Jack Russell Memorial Stadium (located on Greenwood/Martin Luther King, Jr. Avenue North and Seminole Street). This project, as an "outdoor recreation /entertainment" use, is being processed as a Comprehensive Infill Redevelopment Project due to the deviations necessary and the zoning districts involved. This site was chosen over other sites within the City as being the most desirable due to its proximity to the Carpenter Complex, size of available property, accessibility and its high - profile location. As part of the site selection process, consideration was given to the quality of the pedestrian experience, relationship to adjacent existing buildings, efficient infrastructure strategies, organization of parking, roadways and transit features, integration of the stadium within the neighborhood, security, access for services and media, availability of development parcels and the impact of sequential demolition/relocation of existing features. Initially, the property acquired from the St. Petersburg College (located at the northwest corner of Drew Street and Old Coachman Road — Site D) was the primary location for the complex until geo- technical tests on the property indicated cavities and voids in the underlying limestone which would make construction considerably more expensive than originally anticipated. That led the City and the Phillies to mutually agree to seek another location as its primary site. The Home Depot site (located in the Clearwater Collection Shopping Center) was immediately considered for an alternative location for many reasons, including its increased visibility, access to U.S. 19 and its location directly adjacent to the Carpenter Training Complex. This stadium project brings to the City the ability to enhance this location to provide greater opportunity for, and the better facilitation of, major public gatherings. Construction of the stadium at this location will expand upon the tourism and family- oriented activity generated by the existing spring training venue at the Carpenter Complex. The Community Sports Complex is planned to be used for various activities: Phillies spring training games, Clearwater Phillies games, concerts, baseball and softball tournaments, and other special events. These activities will occur both during daylight and nighttime hours. The stadium will be integrated with new public open spaces, plans for future bike trails /pedestrian ways and mixed use development and can serve as a component for redevelopment of this area. By consolidating the practice fields and stadium in one convenient location, the Carpenter Complex and the adjacent shopping center will be enhanced through increased revenues and by creating a lively atmosphere in the area. The stadium will be constructed on the site of the closed Home Depot building and the Bomber Field. The stadium will have approximately 7,000 fixed seats and 1,000 outfield berm seats. The stadium will include home and visitor clubhouse facilities, batting tunnels, half - practice field, team office space (for both Major League and Florida operations), kids play area, concessions and food court, ancillary office space, novelties store /stands, press box and broadcasting facilities. The stadium's Mediterranean architecture will set a new standard for this area, with its hip roofs, earth tone stucco, arches, medallions, decorative metal railings and trellised sunshades. Although the actual footprint of this facility will be larger than many individual commercial establishments in the existing area, the varying building heights of the stadium will integrate well with the high profile intersection and multi -story buildings in the area. Additionally, an attractive visual and functional link will be created between the commercial area to the south and the Carpenter Staff Report — Community Development Board — September 17, 2002 — Case FLD 2002 -07021 - Page 3 Complex, by combining multi -story built space with the expansive amounts of green space provided by the stadium field, the half - practice field and the outfield earth berm. Parking of 1,841 spaces for this facility, at approximately 4.4 seats to each parking space provided (4.4:1 ratio), is being proposed in various locations: (1) 175 paved handicap and VIP parking spaces located to the south of the stadium (site A; north of Target); (2) four paved, plaza spaces south of the half - practice field west of the stadium (site E); (3) 108 paved player spaces within the Florida Power right -of -way (site B); (4) 312 grass parking spaces west of the Carpenter Complex east of Old Coachman Road (site C); and (5) 1,242 unpaved parking spaces at the Joe DiMaggio complex at the northwest corner of Drew Street and Old Coachman Road (site D). The Joe DiMaggio site is anticipated to be redeveloped prior to the 2006 spring training season with seven soccer fields, one baseball field and parking. The City is committed, even if the soccer fields are not ready to be constructed, to upgrading site D prior to the 2006 spring training season to provide a total of 1,200 parking spaces, of which 550 spaces will have paved drive aisles and the balance of the spaces on the soccer fields (grass). The City is discussing with Florida Power to upgrade site C (current grass parking area west of the Carpenter Complex) with paved drive aisles and landscaping. A traffic impact study was prepared for the City, evaluating the impacts on traffic due to this new facility (copy enclosed in package). Road widening and turn lanes are proposed on Old Coachman Road, as well as turn lanes on Drew Street and intersection improvements at Drew Street and Old Coachman Road. Sidewalks are proposed on both sides of Old Coachman Road to provide ' pedestrian access to the stadium from the Joe DiMaggio site, with crosswalks provided on Old Coachman Road and at the intersection with Sharkey Road. An extension of the Pinellas Trail is planned within the Florida Power right -of -way. The City will be working with Florida Power and Pinellas County to place this Trail adjacent to the east side of Old Coachman Road, which would provide a much wider pathway for pedestrians to access the stadium. It is recognized that the trail will be located within the landscape area along Old Coachman Road. Should the Pinellas Trail extension be constructed prior to the 2004 spring training season, the sidewalk along the east side of Old Coachman Road may be. eliminated and the sidewalk along the west side of Old Coachman Road should be increased to a minimum width of 10 feet. If the Pinellas Trail extension is not constructed within this timeframe, but is substantially designed with funding assured (within fiscal year 03/04), then its construction may be deferred and a temporary surface should be installed for an interim period. If the trail is neither substantially designed nor funded, five -foot sidewalks should be installed prior to the 2004 spring training season. The proposal includes reducing the required side setbacks within the C, Commercial District, and the OS/R, Open Space/Recreation District. Structures required to meet Code setback provisions include parking/pavement. The deviations requested to the side setbacks in these two zoning districts are to pavement, where new parking/drive aisles will be located adjacent to existing parking/drive aisles at a property line (including south and west property lines). The other deviations requested deal with the permitted height of the stadium building. The maximum height permitted within the Commercial District is 25 feet for an outdoor recreation/entertainment use and 30 feet within the Open Space/Recreation District. A height of 49 feet in both zoning districts is requested based on the functional and programatical requirements of a three -level outdoor stadium. Clubhouse and locker rooms are typically located on the lowest level, close to field level Staff Report — Community Development Board — September 17, 2002 — Case FLD 2002 -07021 - Page 4 and the dugouts. The main concourse level above contains the fan amenities of tickets, novelties, concessions and restrooms, convenient to all levels of seating. The top level provides space for team offices, suites, press box and TV /radio broadcast booths. Although a reduction in the percentage amount of paved parking provided from 15 to 14.2 percent was advertised, further review of revised plans indicate that a minimum of 15.59 percent of the parking will be paved. Therefore, no request for a reduction in paved parking is necessary. The player parking area (site B) will need to be fenced for security purposes. The design should include columns and ornamental fencing acceptable to the Planning Department. Signage for this facility was not submitted as part of this package. It is understood that signage, including the scoreboard, will be submitted as a Comprehensive Sign Program to be processed as a revision to this request for Community Development Board approval. The paved parking areas (sites A, B and E) will be extensively landscaped with shrubbery, groundcover and various shade and ornamental trees. Site C west of the Carpenter Complex will be enhanced with hedging along Old Coachman Road and understory trees (Florida Power limits the size /height of trees within their right -of -way). Site D (Joe DiMaggio complex) will be enhanced with landscaping along the parking lot frontages along Drew Street and Old Coachman Road, as well with a signature. landscape feature at the street intersection. Undergrowth along Old Coachman Road on the Joe DiMaggio site will be cleared out for the safety of pedestrians going between the stadium and site D. These pedestrian paths will be also be lighted and provided with trash cans for the safety and convenience of stadium patrons. The berm area will be enhanced with palms to aid with camouflaging the stadium light poles. The Parks and Recreation Department met with the neighbors of the College Hill Estates subdivision, located to the north and west of Sharkey and Old Coachman Roads, on July 18, 2002. A conceptual plan was presented. Issues related to cut - through traffic and noise were discussed. CODE ENFORCEMENT ANALYSIS: There are no outstanding Code violations associated with the overall site. A. COMPLIANCE WITH MAXIMUM DEVELOPMENT POTENTIAL STANDARD IN THE C, COMMERCIAL DISTRICT (Section 2- 701.1) AND THE OS/R, OPEN SPACE/RECREATION DISTRICT (Section 2- 1401.1): STANDARD REQUIRED/ PERMITTED EXISTING PROPOSED IN COMPLIANCE? FLOOR AREA 0.55 (C) 0.438 (C) * ** 0.17 (C) * ** Yes RATIO (FAR)* 0.25 (OS/R) 0.002 (OS/R) 0.17 (OS/R) IMPERVIOUS 0.95 (C) 0.96 (C) * ** 0.68 (C) * ** Yes SURFACE 0.60 (OS/R) 0.138 (OS/R) 0.39 (OS/R) RATIO (ISR) ** * The numbers provided include the Home Depot parcel and the Bomber Field area only. ** The numbers provided include the Home Depot parcel, the Bomber Field area and that portion of the Florida Power right -of -way adjacent to the Bomber Field area only. Staff Report — Community Development Board — September 17, 2002 — Case FLD 2002 -07021 - Page 5 * ** The numbers provided are for the area zoned Commercial District only and does not include the retention pond adjacent to US Hwy 19 zoned Preservation District. B. FLEXIBLE DEVELOPMENT STANDARDS FOR COMPREHENSIVE INFILL REDEVELOPMENT PROJECTS IN THE COMMERCIAL AND OPEN SPACE/RECREATION DISTRICTS (Sections 2 -704 and 2- 1404): (Home Depot parcel, the Bomber Field area and the adjacent Florida Power r.o.w. only — Sites A, B, C and E) STANDARD PERMITTED/ EXISTING PROPOSED IN REQUIRED COMPLIANCE? LOT AREA N/A 17.42 acres 17.42 acres Yes (minimum) LOT WIDTH N/A 913 feet (along 913 feet (along Yes (minimum) US Hwy 19 N) US Hwy 19 N) FRONT N/A East (US 19): 200 East (US 19): Yes SETBACK feet to pavement; 200 feet to 255 feet to pavement; 235 building; feet to building; West Old West 01d Coachman): 232 Coachman): 32 feet to pavement; feet to 460 feet to pavement; 427 building feet to buil ding REAR N/A N/A N/A N/A SETBACK SIDE N/A South: zero feet South: zero feet Yes SETBACK to pavement; zero to pavement; 10 feet to building; building; North: zero feet to North: 10 feet pavement; 24 feet to pavement; 15 to building feet to building HEIGHT N/A 24 feet 49 feet Yes maximum PARKING 0.025 -5 per 366 spaces 1,841 spaces Yes SPACES 10,000 SF land total minimum area or as (287 paved determined by spaces; 1,554 the Community unpaved spaces) Development Coordinator based on ITE Manual standards Staff Report — Community Development Board — September 17, 2002 — Case FLD 2002 -07021 - Page 6 C. FLEXIBILITY CRITERIA FOR COMPREHENSIVE INFILL REDEVELOPMENT PROJECTS IN THE COMMERCIAL DISTRICT AND THE OPEN SPACE/RECREATION DISTRICT (Sections 2 -704.B and 2- 1404.A): 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. The City is requesting to redevelop the overall subject property for the Clearwater Community Sports Complex and Phillies Spring Training Facility, which is an "outdoor recreation/entertainment" use and permitted within the C, Commercial, OS/R, Open Space/Recreation, I, Institutional and P, Preservation Districts. The request is being processed and reviewed as a Comprehensive Infill Redevelopment Project because the overall site cannot be developed for the stadium with associated parking without deviations from some of the development standards and the criteria. The proposal includes reducing the required side setbacks within the Commercial and the Open Space/Recreation Districts. Structures required to meet Code setback provisions include parking/pavement. The deviations requested to the side setbacks in these two zoning districts are to pavement, where new parking/drive aisles will be located adjacent to existing parking/drive aisles at a property line (including the south and west property lines). The other deviations requested are in association with the permitted height of the stadium building. The requested height of 49 feet in both zoning districts is based on the functional and programmatical requirements of an outdoor stadium of three levels. This is a typical height of most baseball facilities. 2. The development of the parcel proposed for development as a Comprehensive Infill Redevelopment Project will not reduce the fair market value of abutting properties. The proposed Clearwater Community Sports Complex will replace a closed Home Depot store and the Bomber Field. The Home Depot building is presently vacant, with the property currently assessed at a value of more than $4.6 million. The City purchased the Home Depot site for $3.925 million. The cost of construction of the stadium and associated improvements is expected to be between $20.5 and $22.5 million. The proposed construction is anticipated to help stabilize and enhance property values in the area by providing a redeveloped site and new, modern building. With the redevelopment proposal, the assessed valuation of nonresidential property within the US Highway 19 corridor is expected to increase. 3. The uses within the Comprehensive Infill Redevelopment Project are otherwise permitted in the City of Clearwater. The City of Clearwater permits "outdoor recreation /entertainment" in the C, Commercial, OS/R, Open Space/Recreation, I, Institutional and P, Preservation Districts as Flexible Staff Report — Community Development Board — September 17, 2002 — Case FLD 2002 -07021 - Page 7 Standard or Flexible Development uses. Jack Russell Memorial Stadium and other ball parks already exist throughout the City. 4. The use or mix of uses within the Comprehensive Infill Redevelopment Project is compatible with adjacent land uses. The Home Depot portion of the subject property has been developed for retail sales, oriented toward US Highway 19, with only one driveway onto Old Coachman Road. The impact of Home Depot on the residential uses to the west of Old Coachman Road and on Old Coachman Road itself has been minimal. Bomber Field's sole access has been to Old Coachman Road, but impacts could be characterized as minimal. There has been vehicular traffic, but not a significant amount. The Bomber Field is currently lighted for nighttime use. The area under the Florida Power electric lines within their right -of -way has been used for unpaved parking. The parking lot on the corner of Drew Street and Old Coachman Road has been used by St. Petersburg College for its students. There are existing baseball and soccer fields, which are lighted for nighttime use, at the southwest corner of Sharkey Road and Old Coachman Road. In summary, the site is currently developed with its associated impacts. While the type of activity and peak use time will change with this proposal, the proposed stadium is consistent with current use and potential uses allowed in the zoning districts. The City, in cooperation with the Phillies, selected this overall property for the development of the new Community Sports Complex and Phillies Spring Training Facility. There will be increased traffic impacts at peak times on Old Coachman Road on game days and during other events. There will be noise impacts on the surrounding area from the stadium from the public address system, crowd noise and music. When there is a night game, there will be lighting impacts. These, however, are expected to be similar with the existing noise and light impacts generated by activities at the Joe DiMaggio complex. The construction of the Community Sports Complex with the Carpenter Field complex, together with the other portions of the overall property for parking, makes the consolidation of usage sensible. With the traffic improvements proposed, coupled with the parking and landscaping improvements to be built, the project is generally compatible with the surrounding land uses. 5. Suitable sites for development or redevelopment of the uses of mix of uses within the Comprehensive Infill Redevelopment Project are not otherwise available in the City of Clearwater. Various sites were explored for the location of the Community Sports Complex. This site was selected as most desirable due to its proximity to the Carpenter Complex, the size of the property, the accessibility of the site and its high - profile location. Other considerations included the quality of the pedestrian experience, the relationship to other buildings, efficient infrastructure strategies, organization of parking, roadways and transit features, the ability to integrate the stadium into the neighborhood, security of the stadium and patrons, access for services and the media, the availability of parcels for development and the impact of sequential demolition/relocation of existing site improvements. Staff Report — Community Development Board — September 17, 2002 — Case FLD 2002 -07021 - Page 8 6. The development of the parcel proposed for development as a Comprehensive Infill Redevelopment Project will upgrade the immediate vicinity of the parcel proposed for development. The site currently contains a vacant commercial building (Home Depot) and some surface parking within the Commercial District. The introduction of the Community Sports Complex will bring a different attractor to this area, which could spawn the development or redevelopment of parcels within the area for complementary uses and increase the value of adjacent commercial property. The Mediterranean architecture of the stadium will set a new standard for this area. The construction of the Community Sports Complex adjacent to the Carpenter Complex will be an amenity for this area by concentrating all Phillies operations to one location. 7. The design of the proposed Comprehensive Infill Redevelopment Project creates a form and function which enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. This stadium project will enhance the property with new development, including a well - designed building and landscaping. It will include the elimination of a modest commercial building. The use will provide greater opportunity for, and the better facilitation of, major public gatherings. Construction of the stadium at this location will expand upon the tourism and family- oriented activity generated by the existing spring training venue at the Carpenter Complex. The stadium will be integrated with new public open spaces, plans for future bike trails /pedestrian ways and mixed use development and can serve as a component for redevelopment of this area. By consolidating the practice fields and stadium in one convenient location, the Carpenter Complex and the adjacent shopping center will be enhanced through increased revenues and by creating a lively atmosphere in the area. 8. Flexibility in regard to lot width, required setbacks, height and off - street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. A reduction in setbacks and the increase in height are requested to permit the redevelopment of this overall site for the Community Sports Complex. The reductions are necessary to accommodate an attractive building with adequate parking to serve the proposed use. The proposed development will aesthetically enhance the US Highway 19 corridor and the immediate area. 9. Adequate off - street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on- street parking in the immediate vicinity of the parcel proposed for development. The 1,841 parking spaces provided for this new stadium, or approximately 4.4 seats to each parking space provided (4.4:1 ratio), are expected to meet the demand generated by Staff Report — Community Development Board — September 17, 2002 — Case FLD 2002 -07021 - Page 9 the ballgames and other events at the stadium. The applicant has submitted information that the Roger Dean Stadium in Jupiter, Florida, (spring training home to the St. Louis Cardinals and the Montreal Expos) has provided parking at a ratio of 4.6:1 and the stadium under construction in Surprise, Arizona, (future spring training home to the Texas Rangers and the Kansas City Royals) will have a parking ratio of 5.8:1. These stadiums are of similar size and location to the proposal (urban, non - downtown locations). Of the 1,841 parking spaces being provided, the paved parking spaces will be located as follows: 175 handicap and VIP parking spaces will be to the south of the stadium (site A), 108 player parking spaces will be to the west of the half practice field within the Florida Power right -of -way (site B) and four spaces will be south of the half practice field west of the stadium (site E). An additional 312 parking spaces will be provided within the Florida Power right -of -way west of the Carpenter Complex (site C), which will be upgraded with paved drive aisles and landscaping prior to the opening of the stadium. Most of the parking, 1,242 spaces, is being provided as an unpaved parking lot at the Joe DiMaggio Complex on the northwest corner of Drew Street and Old Coachman Road (site D). The Joe DiMaggio site is anticipated to be redeveloped prior to the 2006 spring training season with seven soccer fields, one baseball field and parking. The City is committed, even if the soccer fields are not ready to be constructed, to upgrading the parking at this location prior to the 2006 spring training season. The City is seeking approval from Florida Power to pave the player parking area and the paving of the drive aisles for the current grass parking area west of the Carpenter Complex. Should Florida Power deny paving within their right -of -way, this request will need to re- advertised to request a reduction in the amount of paved parking provided (currently advertised with this request but withdrawn when the percentages were recalculated and found to meet the minimum 15 percent requirement). D. GENERAL APPLICABILITY (Section 3 -913): Conditions which are imposed by the Community Development Coordinator and the Community Development Board pursuant to a Level One or a Level Two Approval shall ensure that: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density, and character of adjacent properties in which it is located. The existing site is located near the busy intersection of US Highway 19 and Drew Street. South of the site is a dense commercial district including shopping centers, hotels, restaurants and multi -story office buildings. The Carpenter Complex, which is the Phillies' Spring Training practice field, is to the north of the site. Although the actual footprint of the stadium will be larger than many individual commercial buildings within the surrounding area, the varying building heights proposed will integrate the stadium well with the high profile intersection and the multi -story buildings within the area. Additionally, an attractive visual and functional link will be created between the commercial area to the south and the Carpenter Complex, by combining multi -story built Staff Report — Community Development Board — September 17, 2002 — Case FLD 2002 -07021 - Page 10 space with the expansive amounts of green space provided by the stadium field, the half - practice field and the outfield earth berm. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The development of this site as a sports complex should enhance the existing urban setting and provide more opportunities for public gatherings. The stadium will expand upon the tourism and family- oriented activity generated by the existing spring training venue at the Carpenter Complex. The stadium will be integrated with new public open space, future bike trails /pedestrian ways and mixed use development, and serve as a catalyst for further growth in the area. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. This proposed facility will enhance the health of area residents by introducing an inviting pedestrian- oriented environment. Bike trails and sidewalks will be provided within the Florida Power right -of -way and along Old Coachman Road. They will connect with the existing Clearwater East -West Trail bike path system to the north. Roadway improvements will minimize traffic impacts on the surrounding area. 4. The proposed development is designed to minimize traffic congestion. The site is generally located at the intersection of Drew Street and US Highway 19 North. Roadway improvements are programmed by the State for this intersection. There are various driveways that provide access to the existing shopping center that will remain with the construction of the stadium. Parking south of the stadium will be for handicap and VIP parking (site A). This parking area will similar to the existing parking lot, with access limited through landscape islands and rows. A paved, player parking area is proposed within the Florida Power right -of -way west of the stadium accessed from Old Coachman Road (site B). Four paved parking spaces are being provided south of the half - practice field west of the stadium (site E). An existing grass parking lot west of the Carpenter Complex (site C), also within the Florida Power right -of -way, will be utilized for event parking and will be upgraded prior to the opening of the stadium with paved drive aisles and landscaping. The majority of the parking being provided is at the Joe DiMaggio complex on the northwest corner of Drew Street and Old Coachman Road (site D). This existing lot is shell and broken asphalt. The City is committed to improving the parking lot prior to the 2006 spring training season with 550 parking spaces with paved drive aisles and 650 parking spaces on the grass soccer fields. The City has performed a traffic study which has outlined various roadway and pedestrian improvements necessary for this Community Sports Complex. Portions of Old Coachman Road will be widened with turn lanes. Intersection improvements at Drew Street and Old Coachman Road will be constructed. Turn lanes will be constructed on Drew Street accessing the Joe DiMaggio parking area. Sidewalks will be constructed along both sides of Old Coachman Road from Staff Report — Community Development Board — September 17, 2002 — Case FLD 2002 -07021 - Page 11 parking areas to the stadium for pedestrians. An extension of the Pinellas Trail will be constructed within the Florida Power right -of -way, providing a safe and inviting pathway for bicyclists and pedestrians. Crosswalks will be constructed on Old Coachman Road and Sharkey Road for pedestrian safety. These improvements are all aimed at reducing and facilitating movement of traffic in the stadium vicinity. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The City has given careful consideration to the design of the site, its interface with the adjacent community and the physical setting. The massing of the building, use of stucco and hip roofs on the stadium towers, and character of the exterior fagade has been inspired by the special characteristics of existing Clearwater Mediterranean architecture. The proposed development will blend well with the commercial character of the immediate vicinity and will establish new design standards for this area. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The Community Sports Complex is planned to be used for various activities: Phillies spring training games, Clearwater Phillies games, concerts, baseball and softball tournaments, and other special events. These activities will occur both during daylight and nighttime hours. The light poles to provide for nighttime activities may be as high as 156 feet to meet Major League Baseball standards. Shields will be utilized to minimize light overflow into adjacent areas and the stadium's location along the commercial corridor will minimize impacts to residential areas. The sound system will be designed to direct acoustic activity within the stadium. The ballpark will be cleaned after each event and there will be no offensive odors anticipated. Trash cans will be located along the pedestrian pathways from parking areas. Traffic impacts on the surrounding area is being minimized through traffic improvements according to the Traffic Impact Study performed for the City. Staff Report — Community Development Board — September 17, 2002 — Case FLD 2002 -07021 - Page 12 SUMMARY AND RECOMMENDATION: The application and supporting materials were reviewed by the Development Review Committee on August 15, 2002. The Planning Department recommends APPROVAL of the Flexible Development request, as part of a Comprehensive Infill Redevelopment Project, to: (1) reduce the required side (south and west) setbacks from 10 feet to zero feet (to parking/pavement) within the Commercial District; (2) reduce the required side (south and west) setback from 20 feet to zero feet (to parking/pavement) within the OS/R District; (3) increase the permitted height of a building (stadium) from 25 feet to 49 feet within the Commercial District; and (4) increase the permitted height of a building (stadium) from 30 feet to 49 feet within the OS/R District, under the provisions of Sections 2 -704B and 2- 1404A, for the site generally located at 601 Old Coachman Road, with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Sections 2 -704.13 and 2- 1404.A. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3 -913. 3. The development will enhance other redevelopment efforts, will likely function as a "spark plug" to initiate development in the area and expand upon the tourism and family- oriented activity generated by the existing spring training venue at the Carpenter Complex. Conditions of Approval: 1. That the City upgrade site D (Joe DiMaggio) prior to the 2006 spring training season. The City shall provide at least 1,200 spaces at this location, with at least 550 spaces to be upgraded with paved drive aisles and a minimum 15 -foot wide landscape area along Drew Street and Old Coachman Road. The balance of the spaces may be on grass spaces (on playing fields); 2. That the City upgrade, with Florida Power's approval, site C with paved drive aisles and a minimum landscape area along Old Coachman Road of 15 feet, as part of a continuous, consistent streetscape; 3. That the player parking area be enhanced with a column and ornamental fence, acceptable to the Planning Department; 4. That a landscape plan for each parking lot be submitted to approved by Staff, prior to the issuance of permits for construction; 5. That should the Pinellas Trail extension within the Florida Power right -of -way be constructed prior to the 2004 spring training season, the sidewalk along the east side of Old Coachman Road may be eliminated and the sidewalk along the west side of Old Coachman Road shall be increased to a minimum width of 10 feet. If the Pinellas Trail extension is not constructed within this timeframe, but is substantially designed with funding assured (within fiscal year 03/04), then its construction may be deferred and a temporary surface should be installed for an interim period. If the trail is neither substantially designed nor funded, five -foot sidewalks should be installed prior to the 2004 spring training season; 6. That the signature landscape display at the intersection of Drew Street and Old Coachman Road be approved by the Planning Department, prior to construction, and installed prior to the 2006 spring training season; Staff Report — Community Development Board — September 17, 2002 — Case FLD 2002 -07021 - Page 13 7. That all proposed signage (scoreboard, directionals, temporary, etc.) be approved through a Comprehensive Sign Program by the Community Development Board; 8. That the design of the buildings be consistent with the conceptual elevations submitted to, or as modified by the CDB; and 9. That a revised Master Parking Plan be submitted to staff within 14 days, with corrected parking tabulations and identifying site E (plaza parking). Prepared by Planning Department Staff: " (I. �IA Wayne NY Wells, AICP, Senior Planner ATTACHNI ENTS: Aerial Photograph of Site and Vicinity Location Map Zoning Atlas Map Application SAPlanning Department\C D B\Flex\Pending cases\Reviewed and Pending \Old Coachman 601 Community Sports Complex \Old Coachman 601 Staff Report.doc Staff Report — Community Development Board — September 17, 2002 — Case FLD 2002 -07021 - Page 14 c L L: a x« a T L i s t� r I 1 L i. 1 1�: C L E A K 11' A 'P E K P H I L L 1 L; `, LEARW,-I TE R 1) Hit 46 Er_ cP op Is i w A 13 r3 >'z ev f: :�t f: -fit, cLEaxwaz WV.1418947A A(Ml ' ltjlf�gffij Oil m ►C") C) - 0 P pa ITI Road- m p omig, WT 7kJ ...... ...... 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N -iS-1 — -------- - . . . .. . ..... ........ n iz t if lz- - --------------------- ----------- -------- ------- ----------- ---- U.S. HIGHWAY 19 (S.R. 55) U.S. HIGHWAY 19 (S.R. 5-)' °--- -'-- -- -'g. 5 It ��a .*. w @Poo 3� > 21; �' jW" FOR CHARLOTTE ENGINEERING & SURVEYiNG,INC. IK 091006-M mplvu►� r MASTER SITE PLAN THE PHILLIES 3A 3300 Soutb -tt OT WIN 0 AIMM Oft 10— MA bb 0 MIL 'm ft� ft Sb fG 9. Phifadephif 18 CLEARWATER CUM= hd awk, fta IL ft At- Z Tdcphone No, .8359 No—momm :2 � =40"36-m er SPORTS COMPLEX & A#Mxl Fax No. (215, ,384 Fm IL 0" 704M Me.-= xf-w PHILLIES SPRING TRAINING FACILITY &df4"-*wk%-4— a.A -d-~ au r lcl ii �� g gas j H > ir OWN i 4 • , i ^ s r j 1 "' ■a III III (� -� 1 L - - -- -- I w i O I Il OHM - - - - -- C PLAN ; I 1 ! ; #aH h�l I DSCAPE PLAN O =O 1 SHEET L -3 • FEW I. 1 __ -- -- -- 1 4 y z w 0U F' 3 a I az <0. I W U C I i — I I INDEX TO DRAWING SHEETS __ - - -- �♦ ♦ 1� �' -$ L -I LANDSCAPE PLAN INDEX TO SHEETS w 2' L -2 EXISTING TREE REMOVAL AND PRESERVATION PLAN �'' L SCAPE PLAN; ( N 1 m W c L -3 LANDSCAPE PLAN `� SHEET L -5 L-4 LANDSCAPE PLAN N 111 I' L -5 LANDSCAPE PLAN - q• p R I ! REV SIGNS: L-6 LANDSCAPE SCHEDULES & DETAILS L -7 LANDSCAPE SPECIFICATIONS _ _ _. a • s John T. Sw R-L.A. LA No. 0001072 1 1 - a•. I 1 I t1 s•c fs S_ of Florin DAFE: 1 07,24.2 L_ q"r i SCALE: I 1'=h0 '3.D `� l _ ■ L"� r � ...w , \ • DRN. BY: JDS .. _ =_.� C =� — �— 'IIKD. dY M. .. .r r+l' '91 I ,( ;_ /•Til PROL# 11711 -2 L �I l l Sheet -I � 'Y ! IIIdLWyu it i..'. d :. Ip ,: t�l h q„ C 3 , ; I 4 - �YY. a� � I 4 7` I rfYF 1 'Yc' Oaf 1 C+A �17mlm7nr r 1 4 4llpV1 .All r' sl U SOUTH ELEVATION, ELEVATION A5 -1 -2 /A I m ElEYUM A!1- VA Q o FM nWAi WTEM MMB I IIII--- - .:..... 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Moreffin _ - C R. 501 --- - -- _ BECCHER RD...-- - --- --- -_- .� - - - -... - - C R. - @Ot - -.- -. - W MANOR A > OAKM NT � �.. o o CAND E D RAGLAND o z _._ kVE W LOQOOn A z BERKLEY PL ACO N l(M1r O z �o ❑a QmD O AYWOOD AV n I 9 VERDE DR TERRACE DL-Z_ a n W 31 ITULLANORY �O MAYWOOD AVE c A o MAPLEWOOD AVE o0� PINEW00� ANNA AVE GLEN C. R. 535 OL FOREST RD LEE °o y > z o z z > z > LAKE FOREST > Fq o O y p BAYWOOD AVE r ;[:=RD o�0 Y' COLLEGE vii HILL DR -r a N RUSKIN RD RD o o Zl,:� Lo FERNW00�� ut EVELYN qVE z f j�,KI 010 2 OBERLINLIN -DRR SO a 'BAKERS DV31Vld KL5t'N O F1 AVE < KILMER AVE o F SP O \d�1 a7 H N 0 m n A Z s txj yQ2 wnv to in C.R. C/) PASS WAY. ON NVWHDVOp Ol0 1-� AV n, z O o z I� BYPASS DR rZ U.S. 19 S. R. 5 5 3' Ct. COACHMAN PL CARDINAL ZA 4. rcon R ,rI�IrI�r�O C- p Dr. AUDREY v OR Z5 PARK Grand RP OWEN OWEN D p0�� U WEST VIRGINIA LA EVANS R R P BLVD FAIRWOOD p A x C PINEAPPLE LA i�; LUCAS 0 R n `C � KY HARBOR p m a m ' a n oD` ,9 n ° `�� a o THOMAS BEACHWOOD o AVE ° O ° z ° x R O GROVE CALAMONDIN LANE R HAMPTON RD tit 2 C7 ✓`1 9 * EL TRINIDAD D �a p W y °m 1 ) COUNTRY pFAIR D Z .`d r� a s �J m Ocaoss DAVID AVE °p n WOOD AVE 5T CROIX g �� 8 LANE I� GRANTWOOD =AVE SGT '� ONILIdS AN7 art, = t O Z L"� 'z ELIZABETH AVE nLr —J BR�OgO JADE WOOD AVE f E P O m °o A ° HOLLYWOOD AVE ° E. LA ° GRgpf �� A = > „3 T 7 ^ ^ FV' y KINGS WOCO LORI DRS ARROW KEAD CIR z O a z 000M31ONVI U-10, M ° MELONWOOD NOISSIW ✓� SUE A D FLEXIBLE DEVELOPMENT REQUEST OWNERS-City of Clearwarter, Home Depot U.S.A., and Florida Power Corporation CASE: FLD 2002 -07021 SITE: 601 Old Coachman Road PROPERTY SIZE (ACRES): 37.393 PIN: 07- 29 -18- 00000-410-0100 PIN: 07- 29-16-16442-000-0010 PIN: 07-29-16-00000-430-0100 ATLAS 2818 PAGE: m m m m 0 a J U EXISTING SURROUNDING USES OWNERS-. Depot U.S.A., and NCo Florida Power Corporation CASE: FLD 2002 -07021 SITE: 601 Old Coachman Road PROPERTY SIZE (ACRES ): 37.393 PIN: 07-29-16-00000-410-0100 PIN: 07-29-1 8 -16442-000- 0010 PIN: 07- 29 -16- 00000 - 490 -0100 ATLAS 2818 PAGE: r-9 View looking north (US Hwy. 19 to right) View looking north (at closed Home Depot) View looking east (from Old Coachman Rd) 601 Old Coachman Road FLD2002 -07021 View looking northeast (toward US Hwy. 19 at d_-iveway Ilk Viyw looking north (at closed Home Depot) Vi-2w looking southeast (at closed Home Depot) Page 1 of 3 View looking east (at rear of closet Home Depot) View looking northeast through Joe DiMaggio parking area View looking south (Old Coachma_ -i Road to left) 601 Old Coachman Road PLD2002 -07021 • View looking east at Joe DiMaggio parking area (at View looking north (Old Coachman Road to right) View looking north (Old Coachman Road to right) Page 2 of 3 View looking south (at intersection of Old Coachman Road & Sharkey Road) View looking north at Carpenter Complex parking View looking southeast (at Bomber Field) 601 Old Coachman Road FLD2002- 0'7021 View looking southeast (at intersection of Old Coachman Road and Sharkey Road) View looking north at Carpenter Complex parking (Old Coachman Road to left) View looking northeast (at Bomber Field) Page 3 of 3 .kln[DVi ONINIVHI DN18dS S31111Hd s!t we r'r awn ti'u y scot (wp �-1 OSMU6 (S 10'0111 =3 •►K wo v wpw main tie," +o►a .o-w OW In "OR T X'37d6 100 Si2IOdS - - t� �► *wr .. ac wr 6Sf8'•'- t-1'oN auo4dapy �- y r s�sw+m.►�mr TV --AA w� ��raau iiLVI1YNG 03'63it'A1'IV'3I0 "mVA"0 •to�+t ■somprowo tomsooff - "7 y iY�71B1f■v wn timam ae� _. t 5;... 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Senior Vice President 0 iniel M. Vickstrom, P.E. Vice President John T. $wen, R.L.A. Vice President William J. McBride, Sr Vice President Kevin L. Payne Vice President i Port Charlotte: 1700 El Jobean Road Port Charlotte, FL 33948 Tel: (941) 629 -2552 Fax: (941) 743 -8298 e -mz il: ces@charlotteeng.com Tampa: 110 S. Hoover Blvd Suite 206 Tampa, FL 33609 Tel: (813) 289 -2599 Fax: (813) 289 -5366 -mail- cestampa @gte.net :_ Phoenix: 4129 E. Van Buren Rd. Suite 115 Phoenix, AZ 85004 Tel: (602) 306 -4800 Fax: (602) 306-4808 Venice: (941) 485 -0736 (dire ct to Port Charlotte office) Fort Myers: (941) 936 -0222 (dirr ct to Port Charlotte office) EB No. 2904 LB No. 2904 LC No. 371 vww. char'lotteeng. com P.O1 Charlotte Engineering &Surveying, Inc. September 3, 2002 MEMORANDUM SENT VIA FAX TO: Wayne Wells, AICP FROM: Dan Vickstrom SUBJECT: Clearwater Community Sports Complex Revised FAR and ISR Calculations Following are the revised calculations for the Floor Area Ratios and the impervious Surface Ratios divided into their respective zoning designations. 1. Total Project Area - 860,068 s.f. Project Area in `C' Zoning - 249,547 s.f Project Area in "OS -R' Zoning - 345,235 s.f. Project Area in `P' Zoning - 164,233 sT (Existing Pond Along U.S. 19) Project Area in FPC Right of Way - 101,053 s.f. If. `C' Zoning (Home Depot portion) F.A. R Calculation Project Area - Building Area 249,547 s.f. Service Level 11,396 s.f. Main Level 18,213 s.f. Suite Level 14 -058 s.f. Total = 43,667 s.f. F.A.R. = 0.17 SERVING SOUTHWEST FLORIDA SINCE 1979 tE p -�3 -02 02:36P Char' -)tte Engineering September 3, 2002 .%4emorandum To: Waync Wclls, Al(,']--' Page 2 w1XV110F�' Me Project Area = Impervious Area Building - Parking - Sidewalk / Plaza - Total I.S.R. = 0.68 111. `OS -R' Zoning (Bomber Field Portion) F.A.R. Calculation Project Area - Building Area Service Level Main Level Suite Level Total = I. S.R Calculation Site Area Area of FPC ROW =_ F.A. R, = 0.17 Total = 249,547 s.f. 76,092 s.f. 75,654 s.f. 17.351 s.f. 169,097 s.f. 345,235 s.f. 35,535 s.f. 16,473 s.f. 7-701 f. 59,709 s.f. 1 P.02 (Excludes FPC Right of Way) 345,235 s.f. 101,053 s.f. 446,288 s.f. Impervious Area Building - 76,418 s.f Parking - 22,708 s.f. Sidewalk / Plaza - 19,143 s.f. Parking in FPC ROW - 56-087 s.f. Total = 174,356 s.f. I.S.R. = 0.39 (Includes FPC Right of Way) Since the site plan was submitted on July 25, the building plans have been revised and the floor areas have increased. The above numbers do not include any area of the project site within the `P' Zoning. Please give me a call if you need any additional information. Community Sports Complex / Stadium Project The City of Clearwater recognized several years ago that the current stadium housing the Philadelphia Phillies would need extensive and expensive repairs in the upcoming years. The decision was made to try and find a larger more visible location for a new stadium. Funding for the new stadium will come from a unique partnership crafted between the State of Florida, Pinellas County, the City of Clearwater and the Philadelphia Phillies. State funding comes from a new law that allows cities and counties to apply for a maximum of $500,000 per year for 30 years that will net. $6.5 to $7 million. Pinellas County granted the City's request for a net $7 million in tourist development funds and the City will contribute $5 million and the Phillies will contribute and minimum of $3 million and will be responsible for any construction cost overruns. The award of the State funds will take place on January 1, 2001. The next step in the process is to complete the Use and Development Agreements and have them approved by the City Commission at the December 2000 meeting. Additionally, the Phillies will proceed with hiring an architect through an RFQ process that follows the City Charter and the State CCNA requirements. It is estimated that construction will begin in September 2001 and concluding by January 1, 2003 for the 2003 Spring Training season. 4. Case: FLD2002 -07, — 601 Old Coachman Road Owners: City of Clearwater, Home Depot U.S.A., Inc., and Florida Power Corporation. Applicant: City of Clearwater. Representative: Kevin Dunbar, Director, Parks and Recreation Department. Location: 37.393 total acres located on the west side of US Highway 19 North, approximately 700 feet north of Drew Street and 200 feet east of Old Coachman Road (northeast corner of Sharkey Road and Old Coachman Road, 17.42 acres), with associated parking located approximately 450 feet north of the intersection of Sharkey Road and Old Coachman Road (2.712 acres) and on the northwest corner of Drew Street and Old Coachman Road (17.261 acres). Atlas Pages: 281B. Zoning: C, Commercial District; OS/R, Open Space/Recreation District; P, Preservation District; and I, Institutional District. Request: Flexible Development approval, as part of a Comprehensive Infill Redevelopment Project, under the provisions of Section 2 -704B and 2- 1404A, to: a) Reduce the required side (south and west) setbacks from 10 feet to zero feet (to parking/pavement) within the Commercial District; b) Reduce the required side (south and west) setback from 20 feet to zero feet (to parking/pavement) within the O /SR District; c) Increase the permitted height of a building (stadium) from 25 feet 49 feet within the Commercial District; d) Increase the permitted height of a building (stadium) from 30 feet to 49 feet within the OS/R District; and e) Decrease the percentage of paved parking provided from 15 percent to 14.2 percent. Proposed Use: A Community Sports Complex and Phillies Spring Training Facility of approximately 8,000 seats. Presenter: llWayne Wells, Senior Planner. 40 l � 4-mV k 6A ; M4'%%'-% " bc�,+� - •-� �$. Sq 70 rw itl ��+a•.. r�c.�sJ�r C. LEVEL 3 APPLICATIONS: (Items 1 - 4): 1. Case: ANX2002 -07008 —1576 Levem Street Owners /Applicants: Jamar L. Parker & Tracy Anderson. Location: 0.203 -acres located on the north side of Levern Street, approximately 280 feet east of Wood Avenue and 540 feet north of Palmetto Street. Atlas Page: 270A. Request: (a) Annexation of 0.203 acres to the City of Clearwater; (b) Land Use Plan amendment from RL, Residential Low (County) to RL, Residential Low Classification (City of Clearwater); and (c) Rezoning from R -3, Residential Single Family District (County) to LMDR, Low Medium Density Residential District (Clearwater). Proposed Use: Existing Single - family dwelling. Presenter: Etim S. Udoh, Senior Planner. CDR agenda — 9/17/02 - Page 3 v TRAFFIC ANALYSIS FOR COMMUNITY SPORTS COMPLEX OLD COACHMAN ROAD CLEARWATER, FLORIDA ts n+E -r2nf:F1 L ��l�a— C?7U'31 col �a� c oAt*nN PJ) PREPARED FOR: CITY OF CLEARWATER PREPARED BY: Florida Design Consultants, Inc. June 2002 PROTECT # 212 -06 I. INTRODUCTION The City of Clearwater has acquired property located at the northwest corner of Drew Street and Old Coachman Road to provide parking for the proposed Community Sports Complex. The Community Sports Complex and its parking area would comprise an area bounded by Drew Street on the south, US 19 to the east, Sharkey Road to the north and a residential subdivision to the west. (See Figure 1). The City of Clearwater intends to construct a complex containing a 7,000 seat stadium, one practice infield, a ticket office and associated parking lots. It is expected the complex will have access to US 19, Drew Street and Old Coachman Road, but will not have access to Sharkey Road. Parking will be provided on the 38 acre lot located north of St. Petersburg College, on the FPC right -of -way and the site immediately south of the proposed stadium. The stadium will host Spring Training games for the Philadelphia Phillies during the month of March and this traffic analysis was prepared to evaluate the traffic impacts of the facility and develop solutions for mitigating those impacts during events at the stadium. II. EXISTING CONDITIONS Spring Training games will be the critical events held at the stadium where traffic entering and exiting the site will be heavy at certain times. Typically, Spring Training games have a 1:05 PM start time and usually conclude at approximately 4:15 PM. To establish existing conditions during the critical time periods FDC conducted intersection turning movement counts at the following locations during the week of June 17 — 21, 2002. Traffic counts were conducted between the hours of 11 AM — 1:30 PM (pre -game arrival) and 4 PM — 5:30 PM (post game_ departure) 1. Gulf -to -Bay Boulevard / Old Coachman Road 2. Drew Street / Old Coachman Road 3. Old Coachman Road / Sharkey Road 4. Old Coachman Road / N.E. Coachman Road All traffic counts were upwardly adjusted to peak hour /peak season equivalents to represent Spring Training conditions by using FDOT weekly adjustment factors. Existing peak hour /peak season intersection conditions were analyzed using 2000 Highway Capacity Manual (HCM) procedures and roadway segments were analyzed using FDOT QLOS Handbook capacity tables and accompanying software. Existing peak hour traffic volumes are shown in Figure 2, the intersection conditions are shown in Table 1, and existing roadway conditions are shown in Table 2. The computer printouts for the intersection analysis, traffic count data, and the FDOT weekly adjustment factors are included in Appendix A. C_ O N E 0 L U O N C6 N O O N f` N C 7 O+ 3 u 0 J_ O 0 0 N N N O I l0 u 0 V) w J _J a o 0 ID DESCRIPTION: PROJECT LOCATION MAP PROJECT No. 212-06 DATE: FIGURE: FLORIDA DESIGN CONSULTANTS, INC. 6/2002 ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS DRAWN BY: 2639 McCormick Dr. Clearwater FL, 33759 Tel: (727) 724 -8422 - Fax: (727) 724 -8606 E JC OCopyright 2000 Florida Desiqn Consultants, Inc. drowings and concepts may not be used or reproduced without written permission c 0 `w E 0 I E CL v cli 0 N N C I v N 0 0 U Uj X to aJ�O d'�O✓ (6 r2 SHARKEY RD (23)31 DREW ST (17)25 (791)919 (970)1026 GULF -TO -BAY BLVD (1829)2163 (1768)1904 ® SIGNALIZED INTERSECTION (XX) MID -DAY PEAK HOUR /PEAK SEASON VOLUME XX PM PEAK HOUR /PEAK SEASON VOLUME N ' DESCRIPTION NE Cop' N RD OLD COACHMAN ROAD d d < (143)145 q (137)167 (425)427 N o a, o (16)30 ro !2. —(3)3 _J I L_ (4 (6)101 � o (1)0 -- ( 28)26 —' 0-F, (399)540 (339) q76 to (32)38 - o° C4 ( 3001 1(357) (0 `�BJSOo (2 S�J26S 510 n (6 r2 SHARKEY RD (23)31 DREW ST (17)25 (791)919 (970)1026 GULF -TO -BAY BLVD (1829)2163 (1768)1904 ® SIGNALIZED INTERSECTION (XX) MID -DAY PEAK HOUR /PEAK SEASON VOLUME XX PM PEAK HOUR /PEAK SEASON VOLUME N ' DESCRIPTION NE Cop' N RD OLD COACHMAN ROAD 0 JS�61 q (137)167 IF ___� N o a, o (16)30 ro !2. —(3)3 _J I L_ F (1)3 (20)36 (6)101 ­1 f F (11)12 (1)0 -- m ° N (10)15 N v N N M .. (250)! 269 I 556' ( 3001 1(357) 510 n (78)104 —(602)706 .FI I L_ (184)207 (869)1017 (73)7+7 I r' (1060)1050 (771)831 — n N n (126)118 v 0 _ O N v v .. (458) 5001 16363' ( 439 ! 1(355) 721 OD N ^ ra 0 i TABLE 1 EXISTING INTERSECTION CONDITIONS Location Mid -Day Peak Hour LOS PM Peak Hour LOS Old Coachman/ Gulf -to -Bay C C Old Coachman/Drew Street C D Old Coachman/Sharkey Road L A/B A/C N.E. Coachman/Old Coachman I B C Note: For unsignalized intersections A/C represents major street left turn/minor street approach LOS. TABLE 2 EXISTING ROADWAY SEGMENT CONDITIONS Roadway Segment Lane Type Mid -Day Peak Hour Volume (LOS) PM Peak Hour Volume (LOS) Old Coachman (N.E. Coachman — Sharkey Rd) 2LU 592 (C) 847 (C) Old Coachman Sharkey Road — Drew Street 2LU 621 (C ) 825 (C) Old Coachman Drew Street— SPC) 4LU 1,021 (C) 1,136 (C) Old Coachman (SPC — Gulf -to -Bay) 4LU 903 (C) 1,160 (C) Gulf- to-Bay (West of Old Coachman) 6LD 3,597 (C ) 4,067 (C) Gulf -to -Bay (East of Old Coachman) 6LD 3,630 (C) 4,377 (D) Drew Street (West of Old Coachman) 4LD 1,761 (13) 1,945 (B) Drew Street (East of Old Coachman) 4LD 1,929 (B) 2,067 (B) N.E. Coachman (West of Old Coachman ) 2LU 895 C) 1,011 (C) N.E. Coachman (East of Old Coachman) 2LU 1,132 (C) 1,259 (C) A review of Table 1 shows all intersections operate at acceptable levels of service (LOS). A review of Table 2 shows all roadway segments analyzed operate at acceptable levels of service (LOS D or better) during both the mid -day and PM peak hours. III. PROGRAMMED IMPROVEMENTS Several roadway improvements are programmed for construction in the next three years that will substantially improve capacity in the area. They include: Location Improvement Project # Construction FY Agency US 19/Drew Street Interchange 2569571 2002/03 FDOT US 19 (S. of NE Coachman -N. of Sunset Pt.) Interchanges 2568881 2002/03 FDOT Drew St. (NE Coachman -Saturn Ave) Widen to 4LD 2570331 Under CST FDOT IV. FUTURE CONDITIONS As previously mentioned this analysis focuses on "gameday" conditions which will occur approximately 10 -15 days a year in March when the Philadelphia Phillies host a Spring Training game. As such, the future conditions analyzed represent a worst -case scenario of a game at the proposed stadium. According to the City of Clearwater the proposed facility would be completed in early 2004. -2- A. Trip Generation / Trip Distribution / Traffic Assignmen t According to information provided by the City of Clearwater, the complex would have a total of 2,000 parking spaces approximately 1,200 parking spaces on the former St. Petersburg College site on the northwest corner of Drew Street/Old Coachman Road, with 200 parking spaces provided on -site and 600 spaces on the Florida Power Corporation Right -of -Way. All locations are accessible from Old Coachman Road within walking distance of the site. Events such as baseball games are subject to a large influx of fans over a two -hour period prior to the start of the game and a large outflow of fans immediately after the conclusion of the game. As usual there will be some portion of fans who may arrive very early and some who leave prior to the end of the game, particularly in Spring Training games. Trip generation data for stadiums is lacking, therefore this analysis assumes a maximum of 2,000 vehicles. The estimated time -of- day arrival and departure schedules are shown in Table 3. TABLE 3 VEHICLE ARRIVAL/DEPARTURE ESTIMATES ARRIVAL (2000 VEHICLES ARRIVE) Time Period % Arriving # Arriving 11:00 — 11:15 A.M. 2% 40 11:15 —11:30 A.M. 4% 80 11:30 —11:45 A.M. 6% 120 11:45 —12:00 A.M. 8% 160 12:00 — 12:15 P.M. 10% 200 12:15 —12:30 P.M. 20% 400 12:30 —12:45 P.M. 25% 500 12:45 —1:00 P.M. 20% 400 1:00 —1:15 P.M. 3% 60 1:15 —1:30 P.M. 2% 40 TOTAL 100% 2,000 TABLE 3 VEHICLE ARRIVAL/DEPARTURE ESTIMATES DEPARTURE (2000 VEHICLES DEPART) Time Period % Departing # Departing Prior to 4:00 PM 10% 200 4:00 — 4:15 PM. 10% 200 4:15 — 4:30 PM 30% 600 4:30 — 4:45 PM 30% 600 4:45 — 5:00 PM 15% 300 5:00 — 5:15 PM 4% 80 5:15 — 5:30 PM 1% 20 TOTAL 100% 2,000 -3- As shown in Table 3 the peak arrival hour for a 1:05 PM start would be between 12 Noon and 1 PM when approximately 75% of the crowd (1,500 vehicles) would arrive. Early arrivals and late arrivals outside this one -hour window are generally insignificant. As shown in Table 3 it is expected up to 20% of the fans would leave prior to the end of the game followed by a large surge within the first 30 minutes after the game (4:15 — 4:45 PM) and then a diminishing number of departures until 5:30 PM. The peak hour of stadium traffic would be between 4:00 — 5:00 PM when approximately 85% of the crowd (1,700 vehicles) would depart. This coincides with the beginning of the normal evening rush hour. Traffic is expected to be attracted to the facility from a large area since many games attract fans of the visiting team that may train in other bay area locations. It is expected the regional roadway network (US 19, SR 60, Drew Street, N.E. Coachman Road) would be used to reach the site. It is also assumed and strongly recommended, proper precautions would be made to discourage traffic within the adjacent neighborhood. US 19 will be improved by adding a series of interchanges. These improvements will create a frontage road on US 19 to which a right - in/right -out connection will serve the site. The main parking lot on the former St. Petersburg College site will have access from Old Coachman Road (Drive A) and Drew Street (Drive B). Access from Old Coachman Road would be provided to the site at two locations, one location opposite Sharkey Road (Drive D), and another further north at the northern end of the Carpenter Complex (Drive Q. B. Capacity Analysis Projected traffic was assigned to the roadway network and expected conditions were reanalyzed. Future peak hour volumes and distribution percentages are shown in Figure 3. Expected intersection conditions are shown in Table 4 and expected roadway segment conditions are shown in Table 5. The computer printouts of the intersection analysis are included in Appendix B. TABLE 4 FUTURE INTERSECTION OPEATIONS Location Mid -day Peak Hour LOS PM Peak Hour LOS Old Coachman Road/Gulf -to -Bay D D Old Coachman Road/Drew Street D* D* Old Coachman Road/Sharkey Road/Drive D A/C A/F N.E. Coachman Road/Old Coachman Rd. B* C* Old Coachman Road/Drive A B/NA NA/F Drew Street/Drive B C/NA NA/F Old Coachman Road/Drive C B/NA NA/F * Improvements Required As shown above in Table 4 the signalized intersections would operate at acceptable levels of service during the critical time periods with improvements. Congestion is to be expected since a large amount of traffic is loaded onto the system during a short time period however, the improvements would be adequate. At the Drew Street / Old Coachman Road intersection, recommended improvements include the construction of an additional southbound lane, and restriping the northbound approach to include a left turn lane and two through lanes. 0 p of 10% N �^ COA N RD (143)145 NE COM A n o g r (425)427 4 635 �� r (216)63 (7� (4 f! r (49g)791 399 (28)26 °c^i n N ( (339)476 N M (32)38 N CO OLD COACHMAN ROAD -� (3r338Je40 DRIVE C N TS s�s 19 ° n o L (16)45 —(3)3 SHARKEY RD (23)31 -J L_ �mt8 (20)66 " (17)25 } DRIVE D C) (6)10 - I ly (60)12 (1)0 -- O0 in I� (10)15 1 v ;tf n t (350) (0)225 644 II 7815) 0 (0)325 o m DRIVE A � ui `1 ooj (1007) DRIVE E (o)lso� Of 0 0 ro°° ,°° T, 20% ,t Ln G, v N `(.353)104 25% ° 7 150 (791)1259 DREW ST _ j _(100)0 (891) fJ i � r(1a j of (1244)1017 1 (797)919 919 i E (1270)1026 (300)0 (91706 I (1060)1475 (970)1026 (73)77 � .n (777)981 -- n ra'v ,�� (126)118 1 aaoa ® _ Ln r o (458)I 1(938) N 925 + 636 00 N `548'I 121 0) 864+ 7 1 co N n (1539)1954 GULF —TO —BAY BLVD (1829)2333 1 x(103)71 (1993)2460 U 1 (1918)1904 (287)167 j � f F— (1862)2087 0 (1506)1655 °f N (125)82 a, N oN v ° ® SIGNALIZED INTERSECTION } (XX) MID -DAY PEAK HOUR /PEAK SEASON VOLUME ,N,In co r^,� cj XX PM PEAK HOUR /PEAK SEASON VOLUME +N v) DESCR(PTION: FUTURE TRAFFIC CONDITIONS (2004) PROJECT o DATE: FIGURE: FLORIDA DESIGN CONSULTANTS, INC 6/2002 0. +' ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS DRAWN BY: fir ~ 2639 McCormick Dr. Clearwater FL, 33759 Tel: (727) 724 -8422 - Fax: (727) 724 -8606 E JC ©Copyright 2000 Florida Design Consultants. Inc. drawings and concepts may not be used or reproduced without written permission. At the Old Coachman Road / N.E. Coachman Road intersection major improvements are recommended, these include constructing left turn lanes at all approaches and an exclusive right turn lane at the northbound approach. These improvements have been designed by Pinellas County (CIP # 921313) but construction was eliminated from the Capital Improvements Program due to funding constraints. At the unsignalized driveway intersections all turning movements into the parking lots would operate at LOS C or better and turning movements exiting Sharkey Road and the parking lots would be delayed due to through traffic on Old Coachman Road and Drew Street. It is recommended these neighborhood motorists be directed to use Lake Forest Road to access N.E. Coachman Road or use Anna Avenue to access Drew Street during these critical time periods. TABLE 5 FUTURE ROADWAY SEGMENT CONDITIONS Roadway Segment Lane Type Mid -Day Peak Hour Volume (LOS) PM Peak Hour Volume (LOS) Old Coachman Road (N.E. Coachman — Drive C) 2LU 890 (D) 1,105 (D) Old Coachman Road (Drive C — Sharkey Rd. 2LU 942 (D) 1,447 (F) Old Coachman Road (Sharkey Rd. — Drive A) 2LU 935 (C) 1,421 (F) Old Coachman Road (Drive A - Drew St.) 2LU 1,271 (D) 1,510 (F) Old Coachman Road (Drew St. — SPC) 4 LU 1,396 (C) 1,561 (D) Old Coachman Road (SPC — Gulf -to -Bay) 4 LU 1,278 (C) 1,585 (D) Gulf -to -Bay Blvd. (W. of Old Coachman) 6LD 3,747 (C) 4,237 (C) Gulf -to -Bay Blvd. (E. of Old Coachman) 6LD 3,885 (C) 4,547 (D) Drew Street (W. of the Site) . 4LD 2,061 (B) 2,285 (B) Drew Street (E. of Old Coachman) 4LD 2,304 (B) 2,492 (B) N.E. Coachman (W. of Old Coachman Rd.) 2 LU 895 (C) 1,011 (C) N.E. Coachman Rd. (E. of Old Coachman Rd) 2 LU 1,282 (C) 1,429 (D) As shown in Table 5 all roadway segments would continue to operate at acceptable levels of service except the segment of Old Coachman Road between the northern parking lot entrance (Drive C) and Drew Street. Recommended improvements include widening Old Coachman Road to four lanes to accommodate the heavy turning movements into and out of the stadium parking lot (Drive A), and adding a southbound left. turn lane into Drive C. IV. CONCLUSION AND RECOMMENDATIONS The construction of the Community Sports Complex will have significant impacts on traffic during a few hours on days of Spring Training baseball games. These impacts can primarily be mitigated through stationing traffic control officers at strategic locations during the arrival and departure of the crowds. It should be noted that the heavy impact is expected to occur only 10 -15 times during the entire year during the month of March when the Philadelphia Phillies host a game. With that in mind the City of Clearwater must make a policy decision weighing the total costs of the recommended physical improvements to accommodate the peak traffic or accept short term congestion on the adjacent public roadways for these time periods. The recommended improvements are further described below and are shown in Figure 4. -5- 1. At Old Coachman Road/N.E. Coachman Road implement the intersection improvements designed by Pinellas County. The addition of turn lanes would provide LOS C or better operations even during critical peak times before and after Spring Training games. 2. At Drew Street/Old Coachman Road reconstruct the southbound approach to include an additional lane to accommodate through/right turn movements. This lane should extend from the main parking lot exit to the intersection. Restripe the northbound approach to allow two northbound through lanes and construct an additional northbound lane on Old Coachman Road between the Drew Street intersection and the main parking lot entrance (Drive A). 3. On Old Coachman Road construct a southbound right turn lane from south of Sharkey Road to the site driveway. Use a traffic control officer at the main parking lot entrance. Parking attendants (fee collectors) should be stationed well within the site to avoid backup onto Old Coachman Road. 4. On Drew Street construct a driveway and remove portions of the raised median and re- stripe to include an eastbound left turn lane to accommodate all motorists approaching from the west on Drew Street. Use a traffic control officer at this entrance. Parking attendants should be stationed well within the site to avoid backup onto Drew Street. 5. Construct a Southbound left turn lane on Old Coachman Road into the Northern driveway (Drive Q. Reconstruct the driveway to have two exiting lanes. Parking attendants should be stationed well within the site to avoid backups on Old Coachman Road. 6. Construct sidewalk along Old Coachman and add crosswalks at the Old Coachman Road/ Sharkey Road intersection. 7. Prohibit any parking or non -local traffic on Sharkey Road. Prohibit any potential cut through traffic by posting signs and traffic control officers at the subdivision entrances between 11 AM and 5PM. a. Sharkey Road west of Old Coachman Road b. Anna Avenue north of Drew Street C. Lake Forest Drive south of N.E. Coachman Road Residents within this subdivision should avoid using Sharkey Road at these times. Access to Drew Street is provided by Anna Avenue and access to N.E. Coachman Road is provided by Lake Forest Drive. Existing traffic on Sharkey Road is very low such that the impacts at these other subdivision entrances will be insignificant. RACommunity Sports Complex.doc 101 0 U, n�. Oo OPEN o ni" c C � ° Z 0 T N o m O o Z o z m "N A� O W ^. -ID m v vA %M cn 0 on 0 n N N, _d A3. mG) n A� =Z O N 1 to CL F ° (n x `p N i C mC O r O �' T � _j 1_\i ? W N y < J w a +: O n 0 0 � r � Dy 3 m�� o A rn�c N Z C7 m v a o o "v 0o N °n O ROAD CLOSED Q. z m LOCAL I TRAFFIC ONLY { M (TRAFFIC f r,i N Z CONTROL n o OFFICER) N W a m 30 1 �— o 0 J j mph O o N Ft0 MP� i D m m 0 m L 0 OLD COACHMAN /NE COACHMAN ROAD CLOSED IMPLEMENT PINELLAS LOCAL TRAFFIC ONLY COUNTY IMPROVEMENTS (TRAFFIC CONTROL OFFICER) MATCH ROAD CLOSED SEXISTING IDEWALK 4 o LOCAL TRAFFIC ONLY / m (TRAFFIC CONTROL OFFICER) o c coo m = N_r. Z Z ,'LO1 D O ANNA AVENUE 0 0 :L1 D O m SHARKEY ROAD ADD CROSSWALKS---/ !t ADD SOUTHBOUND RIGHT TURN LANE I � I I F I y I ADD LANE CONSTRUCT TURN LANE ADD SOUTHBOUND N LEFT TURN LANE DRIVE C -OLD COACHMAN RD CONSTRUCT SIDEWALK PARKING NTS DRIVE D CONSTRUCT SIDEWALK STADIUMS MATCH EXISTING SIDEWALK — LEFT TURN ENTRANCE LANE FOR ARRIVALS (USE CONES AND TRAFFIC CONTROL OFFICERS) DREW STREET a RESTRIPE APPROACH l;l t �► — ADVANCED SIGNAGE \ D DORA D REMOVE RASIED MEDIAN C MODIFY STRIPING FOR m LEFT TURN LANE (USE CONES AND TRAFFIC CONTROL OFFICER) SHARKEY ROAD ADD CROSSWALKS---/ !t ADD SOUTHBOUND RIGHT TURN LANE I � I I F I y I ADD LANE CONSTRUCT TURN LANE ADD SOUTHBOUND N LEFT TURN LANE DRIVE C -OLD COACHMAN RD CONSTRUCT SIDEWALK PARKING NTS DRIVE D CONSTRUCT SIDEWALK STADIUMS MATCH EXISTING SIDEWALK — LEFT TURN ENTRANCE LANE FOR ARRIVALS (USE CONES AND TRAFFIC CONTROL OFFICERS) DREW STREET a RESTRIPE APPROACH l;l t �► — ADVANCED SIGNAGE Traff ic Impact Study (Section 4- 202.A.13 and 4- 801.c) Addendum to attached traffic study: The traffic study prepared by Florida Design Consultants for the purpose of evaluating the impacts on traffic due to the construction of a Community Sports Complex at the subject site has recommended a number of improvements to mitigate said impacts as follows: ♦ Construct southbound right turn lane (storage and deceleration) from Old Coachman Road to project entrance. ♦ Construct northbound left turn lane from Old Coachman Road to primary parking entrance (Joe DiMaggio Sports Complex). ♦ Construct additional southbound lane on Old Coachman Road from primary parking entrance (Joe DiMaggio Sports Complex) to Drew Street. ♦ Remove median and stripe to include an eastbound left turn lane from Drew Street to project entrance. ♦ Construct five -foot wide sidewalk on each side of Old Coachman Road from Drew Street to Sharkey Road. (Sidewalk/trail may be provided on eastbound side of Old Coachman as a part of the construction of the Florida Power Trail and may not be necessary to be completed as a part of this project). ♦ Provide striped pedestrian crosswalks at the Sharkey Road/ Old Coachman Road intersection, and at pedestrian access points to the project site. ♦ Construct additional turn lane on Old Coachman, north of Sharkey Road for southbound traffic to turn into the northern parking entrance (Florida Power right -of -way). In addition to the above, FDS has provided a recommendation regarding the Old Coachman / NE Coachman intersection. This intersection involves County and State Roads: The County has this project designed, but not funded. Based on the roadway ownership and the limited impact caused by 12 —15 Spring Training games, this recommendation is not under consideration by the City. Additional information provided by Glen Bahnick regarding the status of the Old Coachman / NE Coachman intersection is below: ♦ Pinellas County has plans for improving the Rail Road intersection (possibly rubberizing), and the State now plans to provide turn Lanes on NE Coachman Road. Wells, Wayne From: Farrell, Alicia Sent: Thursday, September 05, 2002 8:54 AM To: Wells, Wayne Subject: FW: Drew Street Training Facility - - - -- Original Message - - -- From: Quillen, Michael Sent: Tuesday, October 17, 2000 4:25 PM To: Ashby, Keith Cc: Farrell, Alicia Subject: Drew Street Training Facility philliesIdoc Keith- This is the Phillies site matrix that was developed some time ago. I have added in red reasons that certain sites were not pursued further. Hope this helps. M.Q. POTENTIAL PHILLIES SITES %b-,- 4, Downtown Bluff Jack Russell Glen Oaks Golf Airpark Golf Course Drew Street Builders Square, Friendly Village of Eddie C. Moore North (Too small, Stadium & Armory Course (Drainage) (Airport restrictions) Training Facility Florida Power Kapok (Flooding) Softball Complex referendum. Easement (Site too (Loss of softball. questions) small) fields) Subsurface Soil Historically filled Historically filled Historically filled Natural fine sand Former landfill Natural fine sand Historically filled Natural fine sand Conditions land over fine sand land over fine sand land over fine sand with high water with deep water land over fine sand with high water with deep water with high water with high water table table with high water table table table table table Parking (Existing 225 -250 spaces at 850 -900 spaces 650 -700 spaces, Over 3000 600 -650 spaces Over 1000 spaces 250 -300 spaces 500 -550 spaces Jack Russell site has Harborview Center, plus 150 -200 across + 900 spaces) plus other available Court St. @ soccer downtown lots. field. Infrastructure Retention pond Retention pond Retention pond, Off -site sanitary Retention pond Minimal Retention pond, off- Retention pond Improvements possible sanitary lift sewer upgrade or lift site water, upgrade Necessary station station access roads, bridge across Alligator Creek Size of Lot 12.33 acres 21.74 acres 27.22 acres 78.82 acres 24.24 acres 20.09 acres 36.69 acres 25.06 acres Land Value $17.00 M $3.10 M $0.62 M $1.50 M $2.51 M $8.60 M $3.79 M $1.67 M Zoning/ Land Use Urban Center Public/ Semi - public Open Space / Open Space/ Public/ Semi- public Commercial General RMH, RS2 (Mobile Open Space/ (New code in Bayfront (Institutional) and Recreation (OSR) Recreation (OSR) (Institutional) and (Commercial), Home Park) Recreation (OSR) parentheses) (Downtown) Open Space/ Open Space / RM8, Public/ Semi Recreation (OSR) Recreation (OSR) Public (Institutional) Traffic Volume on Cleveland St.- N. Greenwood Court St.- 24,850 Hercules Ave.- Drew St.- 26,694 Gulf to Bay- 62,964 Residential streets Drew St.- 16,709 Adjacent Roadways 17,815 trips /day Ave.- 3153 trips /day trips /day 25,964 trips /day trips /day trips /day only trips /day Drew St.- 11,875 Old Coachman Rd.- Old Coachman Rd.- McMullen Booth trips /day 11,641 trips /day 11,641 trips /day Rd.- 70,047 Memorial Cswy.- trips /day 38,090 trips/day Special Features Waterfront One practice field. Significant site New Keene Road U.S. 19 visibility. 4 Gulf to Bay Site bisected by One practice field. visibility. No. grading required forthcoming. practice fields. visibility. No Alligator Creek and practice fields. One practice field. Possible restrictions practice fields. in 100 year due to airport. 8 floodplain. 4 practice fields. practice fields. Housing/ Land 0% of adjacent area 50% of adjacent 75% of adjacent 50% of adjacent 25% of adjacent 50% of adjacent 75% of adjacent 50% of adjacent Value is residential area is residential area is residential area is residential area is residential. area is residential area is residential area is residential. Adjacent to New softball Clearwater Bombers complex to the west. complex. %b-,- 4, Wells, Wayne ;From: Farrell, Alicia ;Sent: Thursday, September 05, 2002 12:36 PM 'To: Wells, Wayne Cc: Fierce, Lisa Subject: supplemental information Attached is the agenda item we used for the purchase of the Home Depot property. I believe it will give you the information you need. If you decide you need further information on the history of selecting the site let me know. Thanks! rM Agenda Item Home Depot.doc S 0 9= p� Clearwater City Commission Agenda Cover Memorandum orksession Item #: Final Agenda Item # Meeting Date: 4/4/02 SUBJECT /RECOMMENDATION: Approve a contract to purchase real property legally described as Lot 1, The Clearwater Collection Second Replat, according to the plat thereof, Public Records of Pinellas County, Florida, commonly known as 21870 U.S. Highway 19, from Home Depot U.S.A., Inc., for $3,925,000, authorize acceptance of the deed, ® and that the appropriate officials be authorized to execute same. SUMMARY: The City plansto construct a new Community Sports Compl ex that will host Philadelphia Phi I I i es spri ng training and other City special events, and has been evaluating sites for the location of the proposed complex. Initially, the property acquired from the St. Petersburg College was the primary location for the complex until geo- technical tests on the property indicated cavities and voids in the underlying limestone which would make construction considerably more expensive than originally anticipated. That consideration along with the concerns of the nearby neighborhood and landfill issues led the City and the Philliesto mutually agree to seek another location as its primary site. The Property known as the Home Depot site (located in the Clearwater Collection Shopping Center) was immediately considered for an alternative location for many reasons, including its increased visibility, accessto U.S. 19 and its location directly behind the Carpenter Training Complex. An appraisal of the property performed by Suncoast Appraisers on .bnuary 30, 2002 valued the subject property at $3,152,000. A second appraisal performed by .times Millspaugh & Associates, Inc. on February 5, 2002 valued the subject property at $3,350,000. Both of these appraisals have taken into consideration the impending overpass that will be constructed on U.S 19 and Drew Street. It is believed the value of this parcel to the proposed project justifies the purchase price as provided in the subject contract. Closing of this purchase is anticipated on or about August 30, 2002. Funding for the purchase is arrived at as follows: 1,700,000 - Potential additional bonding proceeds above previous estimates 1,500,000 - in reduction in the City' s participation of the capital portion of this project (agreed by the Phillies) 475,000 -remaining in capital project 250,000 -city site work now included in construction scope 3,925,000 — Total* *The City and Home Depot have agreed to a provision in the contract that allowsfor $75,000 of the purchase price to be held in escrow and returned to the City with interest, when presented with evidence of the purchase of $250,000 in miscellaneous materials purchased from Home Depot in conjunction with the construction of the stadium. This results in a final purchase price of $3,850,000 for the Home Depot property. The Phillies have agreed to facilitate this provision and assist the City in obtaining the lower purchase price from Home Depot. Thiswill be formally addressed with the Phillies in the upcoming amendment to the Development Agreement. The amount of bond proceeds from the bond issue is dependent on the bond market. Should the bonds not yield the anticipated proceeds after deducting issuance cost, the Parks and Recreation Department will bring forward an agenda item requesting supplemental funding from another source. Reviewed by: Originating Dept.: K. Dunbar Costs Legal Info Srvc NA Parks & Recreation Total 3,925,000 User Dept.: Budget Public Works Funding Source: Purchasing NA DCM /ACM Parks & Recreation Current FY 3,925,000 Cl 3,925,000 Attachments Risk Mgmt NA Other OP Contract on file with Clerk ❑ None Other Appropriation Code: 315 -92829 Submitted by: City Manager %J Prinlnd nn roevelnd nnnur T I D E M A R K COMPUTER SYSTEMS, INC. Case Activity Listing Case #: FLD2002 -07021 601 OLD COACHMAN RD 8/29/2002 11:47:58AM FLDD070 Traffic Eng Review 7/30/2002 8/14/2002 None HOLD 8/14/2002 a) Incomplete dimensioning in player, handicap and VIP C_M parking areas. b) Show proposed Florida Power/Pinellas Trail. c) Traffic Study does not address U.S. 19 access and affect on Drew St. & U.S. 19 intersection. d) Master Parking Plan needs to address in much greater detail: proposed roadway improvements /changes; vehicular ingress and egress points; vehicular access control; vehicular stacking /queing capacity; pedestrian ingress and egress routes; crosswalks; sidewalks; pedestrian amenities (benches, litter receptacles, water fountains, shade, walkway lighting, etc.); parking lot, roadway and security lighting; vehicular and pedestrian wayfinding; parking/traffic control (i.e. - parking lot full, where to next ?); unauthorized parking prevention (adjacent neighborhoods, adjacentroad right -of -ways, undesignated Florida Power right -of -way, Time Warner lots, adjacent and nearby shopping center lots, St. Petersburg College lots, nearby park and City properties, etc.); emergency vehicle access. e) All drive aisles in grass parking lots are to be paved. f) Show all grass parking spaces. g) Obtain appropriate State, County and City permits and/or intent to permit for access, driveways and work within the right -of -way prior to issuance of site/building permits. Items a - f to be addressed prior to issuance of Development Order. Transportation Impact Fee to be determined and paid prior to C.O. FLDD080 Engineering Review 7/30/2002 None HOLD MEL 8/14/2002 1) Need to loop the existing water main with 8" not 611. RLG 2) Tap existing 8" water main on the east side and the 8" fire line on the west. 3) Existing fire hydrant at 3rd base to be relocated? 4) Existing sanitary sewer to be abandoned/removed? 5) Fire line needs to be separate. 6) Gates on new parking lot south of stadium. FLDA245 Documents attached in 7/30/2002 None 7/30/2002 PPIan WW FLDA235 Letter To Abutting Prop 7/30/2002 8/15/2002 None DONE MTP 8/15/2002 Owner MTP Page 1 of 6 CaseActivity..rpt L. T I D E M A R K COMPUTER SYSTEMS, INC. FLDA230 Letter of Completeness 7/30/2002 FLDA244 D.O. Mailed Out 7/30/2002 FLDA018 Tree Survey Recd 7/30/2002 FLDA130 Map Created 7/30/2002 FLDA016 Drainage Calculation 7/30/2002 Recd FLDA015 Verify Traffic Impact 7/30/2002 Fees FLDD060 Legal Review 7/30/2002 FLDD050 Land Resource Review 7/30/2002 Case Activity Listing Case #: FLD2002 -07021 601 OLD COACHMAN RD 8/29/2002 11:47:59AM 8/1/2002 None DONE WW 8/1/2002 WW None 7/30/2002 WW 8/14/2002 HwO DONE R_A 8/14/2002 RA None 7/30/2002 , WW 8/15/2002 HwO DONE MTP 8/15/2002 MTP 8/15/2002 HwO DONE MTP 8/15/2002 to be determined MTP 8/15/2002 None DONE MTP 8/15/2002 MTP None HOLD R_A 8/14/2002 1. Proposed reclaimed water line is designed to go through R_A some palm trees shown to be preserved on the proposed landscape plan. 2.Oaks east of the proposed retention pond are rated poor by the certified arborists inventory report and the landscape plan proposes relocation. The arborist should be part of the design team utilizing the tree inventory to make decisions on tree preservation and removal. Page 2 of 6 CaseActivity..rpt T I D E M A R K COMPUTER SYSTEMS, INC. Case Activity Listing Case #: FLD2002 -07021 601 OLD COACHMAN RD 8/29/2002 " 11:47:59AM FLDDO10 Stormwater Review 7/30/2002 8/16/2002 None DONE BAB 8/16/2002 1. Discharge from pond adjacent to home depot site has been BAB reduced, however, it appears that flow from 2.83 acre offsite area has not been accounted for in flow calculations. Clarification is needed prior to D.O. (done) 2. SWFWMD permit must be obtained prior to issuance of Bldg. permits 3. If offsite parking is to be "improved ", additional drainage study will be required for this area. FLDD020 Fire Review 7/30/2002 8/12/2002 None DONE D_A 8/12/2002 No Comments D A FLDD030 Park & Rec Review 7/30/2002 8/5/2002 None DONE DWR 8/5/2002 No P &R comment to impact fees; Open Space fees paid for lot DWR 1 to south on 1/14/87; proposed floor area within 50% expansion threshold. FLDD040 Solid Waste Review 7/30/2002 None DONE 8/8/2002 see conditions MTP FLDA140 Site Visit 7/30/2002 None 7/30/2002 WW FLDA010 Application received 7/25/2002 None DONE WW 8/15/2002 MTP Page 3 of 6 CaseActivity..rpt Case Activity Listing 8/29/2002 M —�� 11:47:59 A :59 T I D E M A R K Case #: FLD2002 -07021 COMPUTER SYSTEMS, INC. 601 OLD COACHMAN RD FLDD012 Zoning Review 7/30/2002 8/15/2002 None HOLD Page 4 of 6 8/15/2002 a) Provide a sign package for review by the CDB with this WW application. If not with this application, comprehensive sign program will need to go back with this request later to CDB for re- review; b) Provided a master view of everything, including parking areas prior to review by CDB. c) Include address on Site Plan package of 601 Old Coachman Road. d) May need to subdivide the property to create the parcel for the Sports Complex or may be able to accomplish through a ' Line Adjustment. e) There is an existing gated entrance from paved dri ve into existing Bomber Field going to Carpenter Field complex. Unclear if this is being relocated to just east of playerNIP parking area on north side or if anew drive on the north side of the playerNIP parking area needs to be installed providing access to Carpenter Field complex. 0 Revise Sheet C -3 (and others as necessary) to locate unpaved parking lot north of playerNIP parking area to show relationship between unpaved and paved parking and vehicle circulation. g) Unclear why unpaved parking lot to north of playerNIP parking area is not being improved with paved parking, or at least with paved dri ve aisles with grass parking spaces, an d with landscaping to Code requirements. Should have continuous hedge with trees along Old Coachman and interior trees (possibly within diamond islands). h) Unclear why unpaved parking lot on northwest corner of Drew Street and Old Coachman is not being improved with paved parking lot, or at least with paved drive aisles with grass parking spaces, and with landscaping to Code requirements. Should have continuous hedge with trees along Drew Street and Old Coachman and interior trees (possibly within diamond islands). i) Would like to see on a site plan that the current unpaved parking areas at the northwest corner of Drew Street and Old Coachman and to the north of the proposed playerNIP parking area actually can fit the number of spaces being indicated of 1100 and 300 spaces respectively. j) Unclear as to purpose of 20 -foot x 20 -foot concrete slab north of proposed half practice field. Advise. k) If the FL Power ROW is to have an extension of the Pinellas CaseActivity..tpt T I D E M A R K COMPUTER SYSTEMS, INC. Case Activity Listing 8/29/2002 11:47:59AM Case #: FLD2002 -07021 601 OLD COACHMAN RD Trail and the trail pathway is a paved surface 15 feet wide, indicate on all appropriate sheets this Pinellas Trail pathway in relationship to existing/proposed parking and other improvements. 1) Indicate on site plans (all appropriate sheets) how customers parking on Carpenter Field complex grass parking are getting to the Sports complex, such as Pinellas Trail pathway or sidewalk (of sufficient width). m) If the bulk of the parking spaces (1,100 spaces) is being provided on the northwest corner of Drew Street and Old Coachman, only the Master Site Plan Exhibit A indicates a sidewalk of undetermined width in apparent close proximity to the Old Coachman roadway pavement. Need to determine width of sidewalk and need to ensure safety of all customers walking along sidewalk (young and old). Need to clear out undergrowth along west side of Old Coachman for safety purposes. Need to make sure there is adequate lighting for this pathway. Existing ditch should be piped. Trees should be planted along this pathway for shade. Need to install trash bins and potentially benches along the pathway. n) Dumpster(s) within the parking area on the northwest corner of Drew Street and Old Coachman will need to be upgraded to City specifications. o) PlayerNIP parking area: i. Concerned with location of oil pipeline being under proposed landscape islands. Suggest relocating parking spaces facing east to place oil pipeline under drive aisle pavement. ii. Indicate on site plan the location of the Lease Agreeme area for parking to ensure compliance with Lease Agreement. iii. Unclear whether FL Power has been consulted regarding parking lot design. Have there been any written comments from FL Power? iv. Will there be lighting provided for this parking area? v. Unclear if 20 -foot wide patrol road is being provided in accordance with Lease Agreement, including the requirement for a 16 feet wide gate. Indicate on site plan and/or in written material. p) If existing building within parking area on the northwest corner of Drew Street and Old Coachman is to remain, show on site plan and show relationship to parking. q) If soccer fields are to be overflow parking, indicate access locati on points on si te plan. Page 5 Of 6 CaseActivity..rpt Case Activity Listing 8/29/2002 11:47:58AM T I D E M A R K Case #: FLD2002 -07021 COMPUTER SYSTEMS, INC. 601 OLD COACHMAN RD FLDD014 Landscaping Review 7/30/2002 8/15/2002 None DONE Page 6 of 6 MTP r) Does the City own the parking area on the northwest corner of Drew Street and Old Coachman? Does St. Petersburg College have any parking rights to this parking area? s) Master Site Plan needs to indicate that the driveway and right -turn lane are proposed, as they do not presently exist. t) Traffic study assumes that the peak times the stadium will be used will be for only 15 games during Spring Training. However, this stadium will be used by the minor league affiliate of the Phillies for Grapefruit League play. Worst -case scenario is that the minor league team draws many fans and there will " more than just 15 times a year that the surrounding roadway, will be impacted. Intersection improvements to Drew Street and Old Coachman that were designed by Pinellas County but eliminated from the CIP should be constructed, with funding by the County punted. u) Revise Sheet C -3: i. Show 20 feet side setback in OS/R District along south property line east of FL Power right -of -way (ROW) (not 10 feet). ii. Remove 25 -foot front setback running north/south thru half practice field adjacent to FL Power ROW. iii. Show 25 feet front setback along Old Coachman Road on FL power ROW. v) All of the above to be revised and/or clarified prior to August 22, 2002 in order to be placed on the next DRC meeting on September 12, 2002. 8/15/2002 see case notes MTP CaseActivity..rpt T 1 0 E M A R K COMPUTER SYSTEMS, INC. - onditions Associated With Case #: FLD2002 -07021 601 OLD COACHMAN RD Warn NOT 8/29/2002 11:48:52AM a) That a dumpster oriented north -west with an enclosure built to City specification be provided prior to the issuance of a building permit; b) Clarify whether or not a compactor will be supplied by the Solid Waste Department prior to the issuance of a building permit. Page 1 of 1 CaseConditions..rpt N, • err � �a�� 3:30 p.m. Case:L200�$0702i1t 160 O14Coachman oad ' Owners: City of Clearwater, Sembler, Florida Power... Applicant: City of Clearwater. Representative: Mr. Kevin Dunbar, Director, Parks and Recreation Department.> Location: 17.4 -acres located on the west side of US Highway 19 North, approximately ibo , eet north of Drew Street and 200 feet east of Old Coachman Road (northeast corner of Sharkey ad and Old Coachman Road). Atlas Page: 281B. Zoning: C, Commercial District; OS/R, Open Space/Recreation District; P, Preservation District; and I, Institutional District. Request: Flexible Development approval to reduce the required side (south and west) setbacks from 10 feet to zero feet (to pavement) within the Commercial District and from 20 feet to zero feet (to pavement) within the 0 /SR District and to increase the permitted height of buildings from 25 feet 49 feet and 156 feet (field lights) within the Commercial District and from 30 feet to 49 feet (to building) and 156 feet (field lights) within the OS/R District, as part of a Comprehensive Infill Redevelopment Project, under the provisions of Section 2 -704B and 2- 1404A. Proposed Use: A Community Sports Complex and Phillies Spring Training Facility of approximately 8,000 seats. Presenter: Wayne Wells, Senior Planner. Attendees included: City Staff: Cory Martens, Brian Barker, Tom Glenn, Lisa Fierce, Rick Albee, Mark Parry, Glen Bahnick, Mahshid Arasteh, Wayne Wells, Don Melone, Paul Bertels, Joe Colbert and Garry Brumback Applicant/Representative: Mr. Kevin Dunbar, Joe Burdette, John Swen, Ed Coon, Dan Vickstrom, Christy Ostmeyer, Brian Murphee, Bob Berunsky, Alicia Farrell and John Timberlake The DRC reviewed these applications with the following comments: 10. Parks and Recreation: a) No comments 2. Traffic engineering: a) Incomplete dimensioning in player, handicap and VIP parking areas. Applicant will add additional dimensions as needed; b) Show proposed Florida Power/Pinellas Trail. Pinellas County is flexible with the location of the trail and the City of Clearwater Parks and Recreation Department will work with the County to finalize the design at a later �da�"tebut a preliminary location '0 will be shown prior to review by CDB; N C� S*P- ) AM 6P"19-0 /1`1 c) Traffic Study does not address U.S. 19 access and affect on Drew St. & U.S. 19 Mvt�.,, �} intersection or the trail; lMADN(E 0 4`� 7 Yn uM- �?AfMe. jklcg fbik EUIPA3iS / ) Master Parking Plan needs to address in much greater detail: proposed roadway r'3V VW Y' `'� improvements/changes; 20u• w•�1 s vehicular ingress and egress P oints; vehicular access control; ex,,A'h . vehicular stacking/queuing capacity; pedestrian ingress and egress routes; crosswalks; sidewalks; pedestrian amenities (benches, litter receptacles, water fountains, shade, walkway lighting, etc.); parking lot, roadway and security lighting; vehicular and r- pedestrian way finding; parking/traffic control (i.e. - parking lot full, where to next ?); unauthorized parking prevention (adjacent neighborhoods, adjacent road right -of -ways, undesignated Florida Power right -of -way, Time Warner lots, adjacent and nearby shopping center lots, St. Petersburg College lots, nearby park and City properties, etc-J; emergency ency vehicle access; Portions of above will be supplied on Master Plan submittal. Other portions will be completed at a later date by the City when the Master Plan for the park is approved (paved drive aisles and revised parking area). e) All drive aisles in grass parking lots are to be paved; See comment under 2d above. R Show all grass parking spaces; Applicant will provide. g) Obtain appropriate State, County and City permits and/or intent to permit for access, driveways and work within the right -of -way prior to issuance of site/building permits; Applicant acknowledged requirement. DRC agenda - August 15, 2002 - Page 14 f7 P?J(/ �,P�111tu E, h) Items 2 a — f to be addressed prior to review by CDB; Applicant will submit information. i) Transportation Impact Fee to be determined and paid prior to C.O. Additional discussion needed. Applicant understands requirement. 3. General engineering: a) Need to loop the existing water main with 8" not 6." (Applicant will revise Sheet C 13). b) Tap existing 8" water main on the east side and the 8" fire line on the west (Applicant will revise Sheet C 13). (� 1 qffKR, c) Existing fire hydrant at 3rd base to be relocated? Hydrant was traded for Scott Roland — apparently has a better army —- - - -� d) Existing sanitary sewer to be abandoned/removed? Applicant stated that the line will be removed. A_note -will be added to the plans; e) Will the gates on new parking lot so t h of stadium be permanent? The gates will be removed from the master plan; Cl�ify�•C_, f) Clarify and/or revise comments 3 a - e prior to review by CDB. 4. Pla PAW a) • Provide a sign package for review by the CDB with this application. If not with this application, comprehensive sign program will need to go back with this request later to CDB for re- review; Applicant will submit sign package for CDB review at a later date. b) Provided a master view of everything, including parking areas prior to review by CDB. Applicant will provide. f c) Include a dress on Site Plan package of 601 Old Coachman Road; Applicant will add to plans. d) May need to subdivide the property to create the parcel for the Sports Complex or may be able to accomplish through a Lot Line Adjustment; Further disco Sion needed with Planning to determine. f//L /i,B.0 ." i �) �t ��ZZ�'y+ e) There is an existing gated en rance from paved drive into existing omber Fi ld g mg to Carpenter Field complex. Unclear if this is being relocated to just east of player/VIP parking area on north side or if a new drive on the north side of the player/VIP parking area needp to be installed providing access to Carpenter Field complex; Applicant will revise. CkfK.0 Revise Sheet C -3 (and others as necessary) to locate unpaved parking lot north of player /VIP parking area to show relationship between unpaved and paved parking and vehicle circulation; Applicant will show on Master Plan. 401_1, g) Unclear why unpaved parking lot to north of player /VIP parking area is not being improved with paved parking, or at least with paved drive aisles with grass parking spaces, and with landscaping to Code requirements. Should have continuous hedge with trees along Old Coachman and interior trees (possibly within diamond islands); See comment under 2d above. h) Unclear why unpaved parking lot on northwest corner of Drew Street and Old Coachman is not being improved with paved parking lot, or at least with paved drive aisles with grass parking spaces, and with landscaping to Code requirements. Should have continuous hedge with trees along Drew Street and Old Coachman and interior trees (possibly within diamond islands); See comment under 2d above. , J i) Would like to see on a site plan that the current unpaved parking areas at the northwest Ul'Yt-f�'tc . corner of Drew Street and Old Coachman and to the north of the proposed player/VIP parking area actually can fit the number of spaces being indicated of 1100 and 300 f� spaces respectively. Applicant will provide a statement to the effect that at least 1,200 �y1" f 'J parking spaces will be provided within southern lot and 300 in northern lot; C J j) Unclear as to purpose of 20 -foot x 20 -foot concrete slab north of proposed halipractice field. Advise; Applicant advised this is a player "playground/picnic" area and notation will be revised.l Q , k) If the FL Power ROW is to have an extension of the Pinellas Trail and the trail pathway is a paved surface 15 feet wide, indicate on all appropriate sheets this Pinellas Trail pathway in relationship to existing/proposed parking and other improvements; location of Trail adjacent to parking lots will be shown. WW —(h 4e-a_. -.r wv /L &4'k&0/k_ Ems' - c c mac(. - SGT C — 3 �S� i DRC agenda — August 15, 2002 — Page 15 - a I) Indicate on site plans (all appropriate sheets) how customers parking on Carpenter Field complex grass parking are getting to the Sports complex, such as Pinellas Trail pathway m) or sidewalk (of sufficient width); Sidewalk and/or Trail will be shown. If the bulk of the parking spaces (1,100 spaces) is being provided on the northwest corner of Drew Street and Old Coachman, only the Master Site Plan Exhibit A indicates a sidewalk of undetermined width in apparent close proximity to the Old Coachman roadway pavement. Need to determine width of sidewalk and need to ensure safety of all customers walking along sidewalk (young and old). Need to clear out undergrowth along west side of Old Coachman for safety purposes. Need to make sure there is adequate lighting for this pathway. Existing ditch should be piped. Trees should be planted along this pathway for shade. Need to install trash bins and potentially benches along the pathway; Traffic study indicates a five feet wide sidewalk on both sides of Old Coachman. Engineering agrees with study. Location of sidewalk to be determined and shown on Master Plan. Dumpster(s) within the parking area on the northwest corner of Drew Street and Old ° Coachman will need to be upgraded to City specifications; Dumpster will be u graded lot in S� a �o 6 '� Jo) when the parking is upgraded the future. e ^ PlayerNIP parking area: Applicant will revise as necessary all appropriate sheets, in accordance with Lease Agreement. Ji. Concerned with location of oil pipeline being under proposed landscape islands. Suggest relocating parking spaces facing east to place oil pipeline under drive aisle pavement; ii. Indicate on site plan the location of the Lease Agreement area for parking to ensure compliance with Lease Agreement; Unclear FL Power has been consulted regarding lot design. whether parking Have there been any written comments from FL Power ?; S _)Q) &V'r J iv. Will there be lighting provided for this parking area? Indicate all heights; Jv. Unclear if 20 -foot wide patrol road is being provided in accordance with Lease Agreement, including the requirement for a 16 -foot wide gate. Indicate on site plan and/or in written material. p) If existing building within parking area on the northwest corner of Drew Street and Old Coachman is to remain, show on site plan and show relationship to parking; Building Jq) will be removed in future when parking lot is ugraded. If soccer fields are to be overflow parking, indicate access location points on site plan; Will show as possible. .� r) Does the City own the parking area on the northwest corner of Drew Street and Old Coachman? Does St. Petersburg College have any parking rights to this parking area? SPC will be removed from the parking lot; City owns the lot. Will remove "SPC" on Plan. GMaster Master Site Plan needs to indicate that the driveway and right -turn lane are proposed, as they do not presently exist; Revise as necessary. (t Traffic study assumes that the peak times the stadium will be used will be for only 15 games during Spring Training. However, this stadium will be used by the minor league affiliate of the Phillies for Grapefruit League play. Worst -case scenario is that the minor league team draws many fans and there will be more than just 15 times a year that the surrounding roadways will be impacted. Intersection improvements to Drew Street and Old Coachman that were designed by Pinellas County but eliminated from the CEP should be constructed, with funding by the County pushed; Improvements may be pushed up by State construction. f u) Revise Sheet C -3: Applicant will revise. i. Show 20 feet side setback in OS/R District along south property line east of FL Power right -of -way (ROW) (not 10 feet); `iii. half field Remove 25 -foot front setback running north/south thru practice adjacent to FL Power ROW; ✓iii. Show 25 feet front setback along Old Coachman Road on FL power ROW. v) All of the above to be revised and/or clarified prior to August 22, 2002 in order to be rr AA (( , f placced on the next DRC meetin on September 12, 2002. 1 al S S tV,_i5 —I� FL PUS PMJ vy"el y �.� (ZO-i DRC agenda —August 15,. 2002. — Pa e 16 �9 -✓b�, 1� 1 S f lk' �J.e �`t✓c- mod i '1_, 4, 5. Stormwater• a) Discharge from pond adjacent to home depot site has been reduced, however, it appears �� that flow from 2.83 acre offsite area has not been accounted for in flow calculations. Clarification is needed prior to D.O.; Applicant explained offsite flows and calculations. b) SWFWMD permit must be obtained prior to issuance of Bldg. Permits; Understood. c) If offsite parking is to be "improved ", additional drainage study will be r—eq—uire7lorthis area. See comments under 2d above. A)r -)tV M&J,�F_ �'VY ilt, " 1AY) E/M7 &S 6. So1W waste: PW a) That a dumpster oriented north -west with an enclosure_ built to City specification be provided prior to the issuance of a building permit; Applicant will revise. .A /,4 (j-- D01Af6 a4TIO "A tt Jb) Clarify whether or not a compactor will be supplied by the Solid Waste Departm����ent�� prior to the issuance of a building permit. Applicant will advise. DOAZ A GJ nPk 7. Land resource: a) Proposed reclaimed water line is designed to go through some palm trees which are shown to be preserved on the proposed landscape plan. Revise site plan prior to issuance of any permits; Notes will be added to plans to avoid trees. b) Oaks east of the proposed retention pond are rated poor by the certified arborists inventory report and the landscape plan proposes relocation. The arborist should be part of the design team utilizing the tree inventory to make decisions on tree preservation and removal. Revise prior to issuance of any permits; Revisions will be made. c) Replacement inches will be required for all trees to come out depending on rating - Rick Albee to work with applicant to determine exact replacement amount. Understood. 8. Fire: a) No comments 9. Landscaping: a) No landscape comments at this time. Mark Parry will work with applicant to towards a final landscape plan which exceeds the requirements of Code; b) A commitment will be made by Parks and recreation to provide landscaping along Drew Street and Old Coachman Road along all parking lots - paved and unpaved. NOTES: • Send comments to Kevin Dunbar at kdunbar @clearwater- fl.com. • 13 sets of everything due August 22, 2002 in order to be scheduled for the September 22, 2002 DRC meeting. please collate all plans, then staple together to form one set (do not fold plans individually and then collate). SAPIanning DepartnzenAC D B\agendas DRC & CDB\Drc\2002\08 AugusADRC agenda 8- 15- 02.doe DRC agenda - August 15, 2002 - Page 17 Wells, Wayne From: Farrell, Alicia Sent: Monday, August 26, 2002 5:32 PM To: Tarapani, Cyndi Cc: Wells, Wayne Subject: RE: Phillies follow -up We (the Phillies, Kevin and 1) requested a meeting with Jeff K's group mid last week. The construction manager forwarded the attached as discussion items. I only found out this afternoon that Jeffs group believes someone from planning should also be at the meeting and left it to me to check your schedules. I apologize for the short notice. I spoke with Wayne while writing this email and he put the meeting on his calendar. U CLEARWATER 11MUNITY SPORTS C -- Original Message From: Tarapani, Cyndi Sent: Monday, August 26, 2002 5:13 PM To: Farrell, Alicia Subject: RE: Phillies follow -up Alicia -what is the purpose of the meeting? I need to know to know who to send, if anyone is available on this short notice. Thanks. - - - -- Original Message---- - From: Farrell, Alicia Sent: Monday, August 26, 2002 5:10 PM To: Chaplinsky, Paula; Dunbar, Kevin E.; Tarapani, Cyndi; Fierce, Lisa; Garriott, Kevin; Hays, Robert Cc: Kronschnabl, Jeff; Nicodemus, Sherrie Subject: RE: Phillies follow -up Please plan on meeting at 2:00 tomorrow. I will follow up with representatives from Planning to see if they are available to meeting with us, however, even if they are not, please plan on meeting at 2:00 as I will be notifying the representatives from the Phillies this afternoon. I have reserved the P & R conference room. Thank you. - - -- Original Message- - From: Chaplinsky, Paula Sent: Monday, August 26, 2002 4:42 PM To: Farrell, Alicia; Dunbar, Kevin E.; Tarapani, Cyndi; Fierce, Lisa; Garriott, Kevin; Hays, Robert Cc: Kronschnabl, Jeff; Chaplinsky, Paula; Nicodemus, Sherrie Subject: Phillies follow -up Alicia, Thanks for contacting my office, the Development Services Department is available anytime after 12:30 on Tuesday, August 27th (tomorrow) or 8 am on Wednesday, August 28th. I understand Phillies Representatives are here this week only. You will need to contact the Planning Department for their availability - they may be reached at 562 -4547 ( Cyndi), 562 -4561 (Lisa), 562 -4582 (Sherrie Nicodemus has access to their schedule). Wells, Wayne From: Bahnick, Glen Sent: Monday, August 26, 2002 10:26 AM To: Fierce, Lisa; Wells, Wayne; Parry, Mark Cc: Quillen, Michael; Farrell, Alicia Subject: New Phillies Stadium Masterplan All .................Alicia gave me a copy of the revised Masterplan for the subject project. This Masterplan was generated by Charlotte Engineering and I feel it is complete enough for the CDB meeting. If you any questions please contact me @ 4760. Glen L. Bahnick, Jr. Assistant Engineering Director PH: (727) 562 -4760 CELL: 224 -7497 FAX: (727) 562 -4755 E -MAIL: gbahnick@clearwater- fl.com � 3 Wells, Wayne From: Fierce, Lisa Sent: Friday, August 23, 2002 9:49 AM To: Wells, Wayne; Albee, Rick Cc: Garriott, Kevin Subject: FW: Community Sports Complex InterScan_SafeSta mp.bd lease take a look at and come up with a unified response Lisa L. Fierce Assistant Planning Director City of Clearwater - Planning Department lfierce @clearwater- fl.com 727.562.4561 phone 727.562.4865 fax - - - -- Original Message---- - From: Garriott, Kevin Sent: Thursday, August 22, 2002 4:16 PM To: Fierce, Lisa Cc: Kronschnabl, Jeff Subject: FW: Community Sports Complex Lisa It appears that many of the coordination items involve your area more than my area. Take a look and see what you can suggest. Thanks. - - - -- Original Message---- - From: Kronschnabl, Jeff To: Garriott, Kevin Sent: 8/22/2002 2:57 PM Subject: FW: Community Sports Complex Please be ready to discuss upon your return. They have an aggressive schedule that will require them to get things to us on time. We had a meeting earlier this week and these questions were just the beginning. I advised them that if we had the flexibility legally to accommodate some of their requests we would - and if not we would try to provide them with alternatives wherever possible. - - - -- Original Message---- - From: Mark McCaskey [ mailto: mmccaskey @huntconstructiongroup.com] Sent: Thursday, August 22, 2002 1:07 PM To: afarrell @clearwater - fl.com; jkronsch @clearwater - fl.com Subject: Community Sports Complex Attached please find an agenda /issues outline proposed as the basis of our discussions next week. Should you have any questions, please feel free to call. regards, 1 Mark McCaskey Hunt Construction Group mmccaskey @huntconstructiongroup.com 813 - 287 -6301 <<CLEARWATER COMMUNITY SPORTS COMPLEX.doc>> <<InterScan SafeStamp.txt>> CLEARWATER COMMUNITY SPORTS COMPLEX & PHILLIES TRAINING FACILITY EARLY CONSTRUCTION SEQUENCE PLAN 8/22/02 DRAFT COPY FORWARD: In order to be productive during the architectural design and review period, the project team will be required to act proactively in terms of taking advantage of opportunities to sequence and perform early construction work such as demolition, site preparation, foundations and structure. The early start of these activities will greatly enhance our capabilities to complete the project on time and on budget. While understanding that this is a high profile community project, the thrust of the early effort is to submit supporting documentation and drawings for the work mentioned above and to grant permits for the activities incrementally and as is allowable. The following outline illustrates the sequence of the early work to be performed with an emphasis on its priority and benefits to the project as a whole. It is meant to be a basis for discussion and resolution in the early formulation of the construction plan and design sequence. The general question is whether or not it is possible to permit various elements of building construction in advance of the completed design and subsequent submittal for the Building Permit. 1. DEMOLITION It is our understanding that a Demolition Permit can be obtained independently of the Building Permit. If that is the case, the following sequence could apply. • City Parks and Recreation to demo fixtures and other equipment requiring special handling and disposal at Home Depot building prior to CM performing general building demolition. • City Parks and Recreation to perform demo and salvage at Bomber field beginning in mid - September. • Architect will prepare documents for demolition of the building including utilities to be discontinued by the City and Public Utilities. Once the documents have been prepared and submitted by the architect, The CM (Hunt), in conjunction with Parks and Recreation, will work to gain approval of City of Clearwater Utilities to apply for Demo Permit. • The CM, in conjunction with Parks and Recreation will complete the clearing and grubbing forms per the Planning Department requirements. • Parks and Recreation will obtain the asbestos report and submit it to Pinellas County. • The CM will file a Notice of Commencement. • The forgoing having been completed, the CM will apply for the Demolition Permit. 2. CLEAR AND GRUB It is our understanding that a Clearing and Grubbing Permit is required as part of the submittal for the Building Permit and can therefore be applied for independently of the Building Permit. If that is the case, the following sequence could apply. • Developer /Owner to verify that application for SWFWMD Permit has been made and that review is underway. (question: Does the SWFWMD Permit need to be in place prior to start of clear and grub operation ?) • The CM will complete the Clearing and Grubbing Application Form and submit for the permit. • Once the permit is in place, clearing and grubbing will commence in accordance with the documents submitted as part of the permit application. Page I of 2 Hunt Construction Group, Inc 3. EARLY SITE PREPARATION Early site preparation will involve cutting and filling the proposed building site to an elevation roughly equal to the invert of the pile caps. This will provide a relatively level surface for the pile driving operation. The process will also involve removal of on -site utilities such as storm structures & pipe, stripping of topsoil & base materials and the demolition of existing concrete curbs and flexible paving as required for the preparation of the building pad. It is most desirable to perform, at least, the deep utility work (storm and sanitary) at the same time. • Is it possible to obtain a permit for site work independently of the full submittal for the Building Permit? • If it is possible, what level of documents is required for the application and which application form should be used? • Is it possible wrap the demolition of curbs, flexible pavement and underground utilities under the Demolition Permit? • Does the SWFWMD Permit need to be in place prior to starting early site prep? 4. PILINGS, FOUNDATIONS and STRUCTURAL FRAME As is often the case, the structural design is able to move ahead of the architectural design due to the amount of detailing required for the respective disciplines. The structural engineer is prepared to commit to providing documents to support the sequential release of piling drawings, foundation drawings (pile caps and other building foundations) and first elevated deck (building frame) drawings respectively. • Is it possible to issue a permit(s) to facilitate the start of this work in advance of the full submittal for a Building Permit? • If yes, what level of documentation will be required? 5. MISCELLANEOUS PERMITTING FOR SITE FACILITIES The on -site construction staff will be working out of trailers to be located within the construction boundary. Most likely this will be one double -wide set -up and a single wide in the same compound. A security fence will be erected around the site. We also plan to erect a minimum of one and possibly two project signs. • What is required to obtain the Building Permit for the trailers? (i.e. tie down details etc.) • Is a permit required for the temporary site security fence? If so, what sort of documentation will be required to obtain the permit? • Will a permit be required to erect the project sign(s)? • Is there a criteria we must meet with regard to the installation size and location of the project sign(s)? Page 2 of 2 Hunt Construction Group, Inc LETTER OF TRANSMITTAL CHARLOTTE ENGINEERING & SURVEYING, INC. 110 S. Hoover Boulevard, Suite 206 Tampa, FL 33609 813- 289 -2599 813 - 289 -5366 (Fax) TO: -Wayne Wells, AICP DATE August 19, 2002 JOB NO. Senior Planner, City of Clearwater Planning Dept Re: Phillies Site - Clearwater 100 S. Myrtle Avenue 15 Clearwater, FL 33756 727 562 4504 t WE ARE SENDING THE FOLLOWING TO YOU VIA COPIES DATE DESCRIPTION k5 X For Your Use Flexible Development Application r 15 As Requested Construction Plan - Civil & Landscaping 15 For Review & Comment Architectural Elevations 15 Parking Master Plan 15 Tree Inventory THESE ARE TRANSMITTED AS INDICATED BELOW: _For Approval _ Approved as SUBMITTED _ Resubmit _ Copies for Approval X For Your Use _ Approved as NOTED Submit _ Copies for Distribution As Requested Returned for CORRECTIONS Return _ Corrected Prints For Review & Comment For Bids Due Prints Returned After Loan to Us REMARKS: The enclosed plans have been revised to address the City's DRC comments received during on August 15 COPY: File FROM: Dan Vickstrom If enclosures are not as noted, kindly notify us at once. Wells, Wayne From: Dunbar, Kevin E. Sent: Saturday, August 17, 2002 12:23 PM To: Fierce, Lisa Cc: Martens, Cory; Barker, Brian A.; Glenn, Tom; Albee, Rick; Parry, Mark; Bahnick, Glen; Arasteh, Mahshid; Wells, Wayne; Melone, Donald; Bertels, Paul; Colbert, Joseph Subject: DRC Meeting of 8/15/02 Lisa ... just wanted to thank you and the rest of the DRC Committee for their assistance with the development of the Community Sports Complex at the 8/15 DRC meeting and also the through review that occurred prior to the meeting. The professional expertise that was in the room and the groups willingness to work with the project team that we have assembled was extremely helpful in keep this very significant project to not only for the city but the state and county on track. We continue to move forward but could not without the help of people in this group. We appreciate any other assistance or recommendations that you all might have so that we can create the type of project that we will all be very proud of. j s�►�t V, c�z iz. U AA- r-L--'r C LNG . S 13 "C) I �!, �f P- [S r-1 O t--r 6-- 1 5--02 i f cck AL969 &A fl gE� PCB Yu �n� C� 1,e4 &czIwIc ;DL :7 l�! �ONP�LIJ MF—LONE )E"UL, rr &r car »e �'�� erg ill C6 r-Q LL, o lnu.. 5 —1 ; r. --7��en p /// -IS } s�z V 7� - 52 -47 zz Sz� -s3 ill Jots jBuit �I11$�'s ��!�:tJ GOoN �• 2zt • loo j s�►�t V, c�z iz. U AA- r-L--'r C LNG . S 13 "C) I �!, �f P- [S r-1 O u1s F � LLI C,15 f cck AL969 &A fl gE� PCB Yu �n� C� 6�6 2 47411 � C � rr &r car »e �'�� erg ill C6 r-Q LL, o lnu.. 5 —1 ; r. --7��en p /// -IS } s�z V 7� - 52 -47 zz ». Wells, Wayne From: Wells, Wayne Sent: Friday, August 16, 2002 4:41 PM To: Dunbar, Kevin E.; 'cestampa @gte.net' Comments from the 8/15/02 DRC meeting. Comments in italics are responses at meeting. 3:30 p.m. Case: FLD2002 -07021 - 601 Old Coachman Road Owners: City of Clearwater, Sembler, Florida Power... Applicant: City of Clearwater. Representative: Mr. Kevin Dunbar, Director, Parks and Recreation Department. Location: 17.4 -acres located on the west side of US Highway 19 North, approximately 700 feet north of Drew Street and 200 feet east of Old Coachman Road (northeast corner of Sharkey Road and Old Coachman Road). Atlas Page: 281B. Zoning: C, Commercial District; OS/R, Open Space/Recreation District; P, Preservation District; and I, Institutional District. Request: Flexible Development approval to reduce the required side (south and west) setbacks from 10 feet to zero feet (to pavement) within the Commercial District and from 20 feet to zero feet (to pavement) within the O /SR District and to increase the permitted height of buildings from 25 feet 49 feet and 156 feet (field lights) within the Commercial District and from 30 feet to 49 feet (to building) and 156 feet (field lights) within the OS/R District, as part of a Comprehensive Infill Redevelopment Project, under the provisions of Section 2 -704B and 2- 1404A. Proposed Use: A Community Sports Complex and Phillies Spring Training Facility of approximately 8,000 seats. Presenter: Wayne Wells, Senior Planner. Attendees included: City Staff: Cory Martens, Brian Barker, Tom Glenn, Lisa Fierce, Rick Albee, Mark Parry, Glen Bahnick, Mahshid Arasteh, Wayne Wells, Don Melone, Paul Bertels, Joe Colbert and Garry Brumback Applicant/Representative: Mr. Kevin Dunbar, Joe Burdette, John Swen, Ed Coon, Dan Vickstrom, Christy Ostmeyer, Brian Murphee, Bob Berunsky, Alicia Farrell and John Timberlake The DRC reviewed these applications with the following comments: 1. Parks and Recreation: a) No comments 2. Traffic engineering: a) Incomplete dimensioning in player, handicap and VIP parking areas. Applicant will add additional dimensions as needed; b) Show proposed Florida Power/Pinellas Trail. Pinellas County is flexible with the location of the trail and the City of Clearwater Parks and Recreation Department will work with the County to finalize the design at a later date but a preliminary location will be shown prior to review by CDB; c) Traffic Study does not address U.S. 19 access and affect on Drew St. & U.S. 19 intersection or the trail; Provide _ narrative. d) Master Parking Plan needs to address in much greater detail: proposed roadway improvements /changes; vehicular ingress and egress points; vehicular access control; vehicular stacking/queuing capacity; pedestrian ingress and egress routes; crosswalks; sidewalks; pedestrian amenities (benches, litter receptacles, water fountains, shade, walkway lighting, etc.); parking lot, roadway and security lighting; vehicular and pedestrian way finding; parking/traffic control (i.e. - parking lot full, where to next ?); unauthorized parking prevention (adjacent neighborhoods, adjacent road right -of -ways, undesignated Florida Power right -of -way, Time Warner lots, adjacent and nearby shopping center lots, St. Petersburg College lots, nearby park and City properties, etc.); emergency vehicle access; Portions of above will be supplied on Master Plan submittal. Other portions will be completed at a later date by the City when the Master Plan for the park is approved (paved drive aisles and revised parking area). Also show soccer fields as parking. Label soccer fields on Master Plan. e) All drive aisles in grass parking lots are to be paved; See comment under 2d above. f) Show all grass parking spaces; Applicant will provide. g) Obtain appropriate State, County and City permits and/or intent to permit for access, driveways and work within the right -of -way prior to issuance of siteibuilding permits; Applicant acknowledged requirement. h) Items 2 a - f to be addressed prior to review by CDB; Applicant will submit information. i) Transportation Impact Fee to be determined and paid prior to C.O. Additional discussion needed. Applicant understands requirement. 3. General engineering: a) Need to loop the existing water main with 8" not 6." (Applicant will revise Sheet C 13). b) Tap existing 8" water m,—. on the east side and the 8" fire line on the wes, ,,applicant will revise Sheet C 13). c) Existing fire hydrant at 3rd base to be relocated? Hydrant was traded for Scott Roland - apparently has a better arm. d) Existing sanitary sewer to be abandoned/removed? Applicant stated that the line will be removed. A note will be added to the plans; e) Will the gates on new parking lot south of stadium be permanent? The gates will be removed from the master plan; f) Clarify and/or revise comments 3 a - e prior to review by CDB. 4. Planning: a) Provide a sign package for review by the CDB with this application. If not with this application, comprehensive sign program will need to go back with this request later to CDB for re- review; Applicant will submit sign package for CDB review at a later date. Anticipated timeframe is 30 -45 days. All signs must meet Code requirements (including scoreboard). The design of the buildings must provide for proportionally sized signs. b) Provided a master view of everything, including parking areas prior to review by CDB. Applicant will provide. c) Include address on Site Plan package of 601 Old Coachman Road; Applicant will add to plans. d) May need to subdivide the property to create the parcel for the Sports Complex or may be able to accomplish through a Lot Line Adjustment; Further discussion needed with Planning to determine. e) There is an existing gated entrance from paved drive into existing Bomber Field going to Carpenter Field complex. Unclear if this is being relocated to just east of player/VIP parking area on north side or if a new drive on the north side of the player/VIP parking area needs to be installed providing access to Carpenter Field complex; Applicant will revise. f) Revise Sheet C -3 (and others as necessary) to locate unpaved parking lot north of player/VIP parking area to show relationship between unpaved and paved parking and vehicle circulation; Applicant will show on Master Plan. g) Unclear why unpaved parking lot to north of player/VIP parking area is not being improved with paved parking, or at least with paved drive aisles with grass parking spaces, and with landscaping to Code requirements. Should have continuous hedge with trees along Old Coachman and interior trees (possibly within diamond islands); See comment under 2d above. h) Unclear why unpaved parking lot on northwest corner of Drew Street and Old Coachman is not being improved with paved parking lot, or at least with paved drive aisles with grass parking spaces, and with landscaping to Code requirements. Should have continuous hedge with trees along Drew Street and Old Coachman and interior trees (possibly within diamond islands); See comment under 2d above. i) Would like to see on a site plan that the current unpaved parking areas at the northwest corner of Drew Street and Old Coachman and to the north of the proposed playerNIP parking area actually can fit the number of spaces being indicated of 1100 and 300 spaces respectively. Applicant will provide a statement to the effect that at least 1,200 parking spaces will be provided within southern lot and 300 in northern lot; j) Unclear as to purpose of 20 -foot x 20 -foot concrete slab north of proposed half practice field. Advise; Applicant advised this is a player `playground /picnic" area and notation will be revised. k) If the FL Power ROW is to have an extension of the Pinellas Trail and the trail pathway is a paved surface 15 feet wide, indicate on all appropriate sheets this Pinellas Trail pathway in relationship to existing/proposed parking and other improvements; Location of Trail adjacent to parking lots will be shown. 1) Indicate on site plans (all appropriate sheets) how customers parking on Carpenter Field complex grass parking are getting to the Sports complex, such as Pinellas Trail pathway or sidewalk (of sufficient width); Sidewalk and /or Trail will be shown. m) If the bulk of the parking spaces (1,100 spaces) is being provided on the northwest comer of Drew Street and Old Coachman, only the Master Site Plan Exhibit A indicates a sidewalk of undetermined width in apparent close proximity to the Old Coachman roadway pavement. Need to determine width of sidewalk and need to ensure safety of all customers walking along sidewalk (young and old). Need to clear out undergrowth along west side of Old Coachman for safety purposes. Need to make sure there is adequate lighting for this pathway. Existing ditch should be piped. Trees should be planted along this pathway for shade. Need to install trash bins and potentially benches along the pathway; Traffic study indicates a five feet wide sidewalk on both sides of Old Coachman. Engineering agrees with study. Location of sidewalk to be determined and shown on Master Plan. n) Dumpster(s) within the parking area on the northwest corner of Drew Street and Old Coachman will need to be upgraded to City specifications; Dumpster will be upgraded when the parking lot is upgraded in the future. o) PlayerNIP parking area: Applicant will revise as necessary all appropriate sheets, in accordance with Lease Agreement. i. Concerned with location of oil pipeline being under proposed landscape islands. Suggest relocating parking spaces facing east to place oil pipeline under drive aisle pavement; ii. Indicate on site plan the location of the Lease Agreement area for parking to ensure compliance with Lease Agreement; iii. Unclear whether FL Power has been consulted regarding parking lot design. Have there been any written comments from FL Power ?; iv. Will there be lighting provided for this parking area? Indicate all heights; v. Unclear if 20 -foot wide patrol road is being provided in accordance with Lease Agreement, including the requirement foi a i6 -foot wide gate. Indicate on site plan and/or — written material. p) If existing building within parking area on the northwest corner of Drew Street and Old Coachman is to remain, show on site plan and show relationship to parking; Building will be removed in future when parking lot is ugraded. q) If soccer fields are to be overflow parking, indicate access location points on site plan; Will show as possible. r) Does the City own the parking area on the northwest corner of Drew Street and Old Coachman? Does St. Petersburg College have any parking rights to this parking area? SPC will be removed from the parking lot; City owns the lot. Will remove "SPC"on Master Plan. s) Master Site Plan needs to indicate that the driveway and right -turn lane are proposed, as they do not presently exist; Revise as necessary. t) Traffic study assumes that the peak times the stadium will be used will be for only 15 games during Spring Training. However, this stadium will be used by the minor league affiliate of the Phillies for Grapefruit League play. Worst - case scenario is that the minor league team draws many fans and there will be more than just 15 times a year that the surrounding roadways will be impacted. Intersection improvements to Drew Street and Old Coachman that were designed by Pinellas County but eliminated from the CIP should be constructed, with funding by the County pushed; Improvements may be pushed up by State construction. u) Revise Sheet C -3: Applicant will revise. i. Show 20 feet side setback in OS/R District along south property line east of FL Power right -of -way (ROW) (not 10 feet); ii. Remove 25 -foot front setback running north/south thru half practice field adjacent to FL Power ROW; iii. Show 25 feet front setback along Old Coachman Road on FL power ROW. v) All of the above to be revised and/or clarified prior to August 22, 2002 in order to be placed on the next DRC meeting on September 12, 2002. 5. Stormwater• a) Discharge from pond adjacent to home depot site has been reduced, however, it appears that flow from 2.83 acre offsite area has not been accounted for in flow calculations. Clarification is needed prior to D.O.; Applicant explained offsite flows and calculations. b) SWFWMD permit must be obtained prior to issuance of Bldg. Permits; Understood. c) If offsite parking is to be "improved ", additional drainage study will be required for this area. See comments under 2d above. 6. Solid waste: a) That a dumpster oriented north -west with an enclosure built to City specification be provided prior to the issuance of a building permit; Applicant will revise. b) Clarify whether or not a compactor will be supplied by the Solid Waste Department prior to the issuance of a building permit. Applicant will advise. 7. Land resource: a) Proposed reclaimed water line is designed to go through some pahn trees which are shown to be preserved on the proposed landscape plan. Revise site plan prior to issuance of any permits; Notes will be added to plans to avoid trees. b) Oaks east of the proposed retention pond are rated poor by the certified arborists inventory report and the landscape plan proposes relocation. The arborist should be part of the design team utilizing the tree inventory to make decisions on tree preservation and removal. Revise prior to issuance of any permits; Revisions will be made. c) Replacement inches will be required for all trees to come out depending on rating - Rick Albee to work with applicant to determine exact replacement amount. Understood. 8. Fire: a) No comments 9. Landscauin: a) No landscape comments at this time. Mark Parry will work with applicant to towards a final landscape plan which exceeds the requirements of Code; b) A commitment will be made by Parks and recreation to provide landscaping along Drew Street and Old Coachman Road along all parking lots - paved and unpaved. NOTES: • Send comments to Kevin Dunbar at kdunbar@clearwater -fl.com < mailto :kdunbar@clearwater- fl.com >. • 13 sets of everything due August 22, 2002 in order to be scheduled for the September 22, 2002 DRC meeting. please collate all plans, then staple together to form one set (do not fold plans individually and then collate). 3:30 p.m. Case:'FLD2002- 07021,- 601 Old oc man Road Owners: City of Clearwater, Sembler; Florida Power... Applicant: City of Clearwater. Fel Repres entative: Mr. Kevin Dunbar, Director, Parks and Recreation Department. r Location: 17.4 -acres located on the west side of US Highway 19 North, approxim llioaeet north of Drew Street and 200 feet east of Old Coachman Road (northeast corner of Sharkey Road ^ and Old Coachman Road). Atlas Page: 281B. Zoning: C, Commercial District; OS/R, Open Space/Recreation District; P, Preservation District; and I, Institutional District. Request: Flexible Development approval to reduce the required side (south and west) setbacks from 10 feet to zero feet (to pavement) within the Commercial District and from 20 feet to zero feet (to pavement) within the O /SR District and to increase the permitted height of buildings from 25 feet 49 feet and 156 feet (field lights) within the Commercial District and from 30 feet to 49 feet (to building) and 156 feet (field lights) within the OS/R District, as part of a Comprehensive Infill Redevelopment Project, under the provisions of Section 2 -704B and 2- 1404A. Proposed Use: A Community Sports Complex and Phillies Spring Training Facility of approximately 8,000 seats. Presenter: Wayne Wells, Senior Planner. Attendees included: City Staff: Cory Martens, Brian Barker, Tom Glenn, Lisa Fierce, Rick Albee, Mark Parry, Glen Bahnick, Mahshid Arasteh, Wayne Wells, Don Melone, Paul Bertels, Joe Colbert and Garry Brumback Applicant/Representative: Mr. Kevin Dunbar, Joe Burdette, John Swen, Ed Coon, Dan Vickstrom, Christy Ostmeyer, Brian Murphee, Bob Berunsky, Alicia Farrell and John Timberlake The DRC reviewed these applications with the following comments: 10. Parks and Recreation: a) No comments 2. Traffic engineering: a) Incomplete dimensioning in player, handicap and VIP parking areas. Applicant will add additional dimensions as needed, b) Show proposed Florida Power/Pinellas Trail. Pinellas County is flexible with the location of the trail and the City of Clearwater Parks and Recreation Department will work with the County to finalize the design at a later date but a preliminary location will be shown prior to review by CDB; c) Traffic Study does not address U.S. 19 access and affect on Drew St. & U.S. 19 intersection or the trail; d) Master Parking Plan needs to address in much greater detail: proposed roadway improvements /changes; vehicular ingress and egress points; vehicular access control; vehicular stacking/queuing capacity; pedestrian ingress and egress routes; crosswalks; sidewalks; pedestrian amenities (benches, litter receptacles, water fountains, shade, walkway lighting, etc.); parking lot, roadway and security lighting; vehicular and pedestrian way finding; parking/traffic control (i.e. — parking lot full, where to next ?); unauthorized parking prevention (adjacent neighborhoods, adjacent road right -of -ways, undesignated Florida Power right -of -way, Time Warner lots, adjacent and nearby shopping center lots, St. Petersburg College lots, nearby park and City properties, etc.); emergency vehicle access; Portions of above will be supplied on Master Plan submittal. Other portions will be completed at a later date by the City when the Master Plan for the park is approved (paved drive aisles and revised parking area). e) All drive aisles in grass parking lots are to be paved; See comment under 2d above. f) Show all grass parking spaces; Applicant will provide. g) Obtain appropriate State, County and City permits and/or intent to permit for access, driveways and work within the right -of -way prior to issuance of site/building permits; Applicant acknowledged requirement. DRC agenda — August 15, 2002 — Page 14 h) Items 2 a — f to be addressed prior to review by CDB; Applicant will submit information. i) Transportation Impact Fee to be determined and paid prior to C.O. Additional discussion needed. Applicant understands requirement. 3. General engineering: a) Need to loop the existing water main with 8" not 6." (Applicant will revise Sheet C 13). b) Tap existing 8" water main on the east side and the 8" fire line on the west (Applicant will revise Sheet C 13). c) Existing fire hydrant at 3rd base to be relocated? Hydrant was traded for Scott Roland — apparently has a better arm. d) Existing sanitary sewer to be abandoned/removed? Applicant stated that the line will be removed. A note will be added to the plans; e) Will the gates on new parking lot south of stadium be permanent? The gates will be removed from the master plan; f) Clarify and/or revise comments 3 a - e prior to review by CDB. 4. Planning: a) Provide a sign package for review by the CDB with this application. If not with this application, comprehensive sign program will need to go back with this request later to CDB for re- review; Applicant will submit sign package for CDB review at a later date. b) Provided a master view of everything, including parking areas prior to review by CDB. Applicant will provide. c) Include address on Site Plan package of 601 Old Coachman Road; Applicant will add to plans. d) May need to subdivide the property to create the parcel for the Sports Complex or may be able to accomplish through a Lot Line Adjustment; Further discussion needed with Planning to determine. e) There is an existing gated entrance from paved drive into existing Bomber Field going to Carpenter Field complex. Unclear if this is being relocated to just east of player/VIP parking area on north side or if a new drive on the north side of the player/VIP parking area needs to be installed providing access to Carpenter Field complex; Applicant will revise. Revise Sheet C -3 (and others as necessary) to locate unpaved parking lot north of player /VIP parking area to show relationship between unpaved and paved parking and vehicle circulation; Applicant will show on Master Plan. g) Unclear why unpaved parking lot to north of player /VIP parking area is not being improved with paved parking, or at least with paved drive aisles with grass parking spaces, and with landscaping to Code requirements. Should have continuous hedge with trees along Old Coachman and interior trees (possibly within diamond islands); See comment under 2d above. h) Unclear why unpaved parking lot on northwest corner of Drew Street and Old Coachman is not being improved with paved parking lot, or at least with paved drive aisles with grass parking spaces, and with landscaping to Code requirements. Should have continuous hedge with trees along Drew Street and Old Coachman and interior trees (possibly within diamond islands); See comment under 2d above. i) Would like to see on a site plan that the current unpaved parking areas at the northwest corner of Drew Street and Old Coachman and to the north of the proposed player/VIP parking area actually can fit the number of spaces being indicated of 1100 and 300 spaces respectively. Applicant will provide a statement to the effect that at least 1,200 parking spaces will be provided within southern lot and 300 in northern lot; j) Unclear as to purpose of 20 -foot x 20 -foot concrete slab north of proposed half practice field. Advise; Applicant advised this is a player "playground/picnic" area and notation will be revised. k) If the FL Power ROW is to have an extension of the Pinellas Trail and the trail pathway is a paved surface 15 feet wide, indicate on all appropriate sheets this Pinellas Trail pathway in relationship to existing/proposed parking and other improvements; Location of Trail adjacent to parking lots will be shown. DRC agenda —August 15, 2002 — Page 15 i _g 1) Indicate on site plans (all appropriate sheets) how customers parking on Carpenter Field complex grass parking are getting to the Sports complex, such as Pinellas Trail pathway or sidewalk (of sufficient width); Sidewalk and/or Trail will be shown. m) If the bulk of the parking spaces (1,100 spaces) is being provided on the northwest corner of Drew Street and Old Coachman, only the Master Site Plan Exhibit A indicates a sidewalk of undetermined width in apparent close proximity to the Old Coachman roadway pavement. Need to determine width of sidewalk and need to ensure safety of all customers walking along sidewalk (young and old). Need to clear out undergrowth along west side of Old Coachman for safety purposes. Need to make sure there is adequate lighting for this pathway. Existing ditch should be piped. Trees should be planted along this pathway for shade. Need to install trash bins and potentially benches along the pathway; Traffic study indicates a five feet wide sidewalk on both sides of Old Coachman. Engineering agrees with study. Location of sidewalk to be determined and shown on Master Plan. n) Dumpster(s) within the parking area on the northwest corner of Drew Street and Old Coachman will need to be upgraded to City specifications; Dumpster will be upgraded when the parking lot is upgraded in the future. o) Player /VIP parking area: Applicant will revise as necessary all appropriate sheets, in accordance with Lease Agreement. i. Concerned with location of oil pipeline being under proposed landscape islands. Suggest relocating parking spaces facing east to place oil pipeline under drive aisle pavement; ii. Indicate on site plan the location of the Lease Agreement area for parking to ensure compliance with Lease Agreement; iii. Unclear whether FL Power has been consulted regarding parking lot design. Have there been any written comments from FL Power ?; iv. Will there be lighting provided for this parking area? Indicate all heights; v. Unclear if 20 -foot wide patrol road is being provided in accordance with Lease Agreement, including the requirement for a 16 -foot wide gate. Indicate on site plan and/or in written material. p) If existing building within parking area on the northwest corner of Drew Street and Old Coachman is to remain, show on site plan and show relationship to parking; Building will be removed in future when parking lot is ugraded. q) If soccer fields are to be overflow parking, indicate access location points on site plan; Will show as possible. r) Does the City own the parking area on the northwest corner of Drew Street and Old Coachman? Does St. Petersburg College have any parking rights to this parking area? SPC will be removed from the parking lot; City owns the lot. Will remove "SPC" on GMaster Plan. Master Site Plan needs to indicate that the driveway and right -turn lane are proposed, as they do not presently exist; Revise as necessary. t) Traffic study assumes that the peak times the stadium will be used will be for only 15 games during Spring Training. However, this stadium will be used by the minor league affiliate of the Phillies for Grapefruit League play. Worst -case scenario is that the minor league team draws many fans and there will be more than just 15 times a year that the surrounding roadways will be impacted. Intersection improvements to Drew Street and Old Coachman that were designed by Pinellas County but eliminated from the CIP should be constructed, with funding by the County pushed; Improvements may be pushed up by State construction. u) Revise Sheet C -3: Applicant will revise. i. Show 20 feet side setback in OS/R District along south property line east of FL Power right -of -way (ROW) (not 10 feet); ii. Remove 25 -foot front setback running north/south thru half practice field adjacent to FL Power ROW; iii. Show 25 feet front setback along Old Coachman Road on FL power ROW. v) All of the above to be revised and/or clarified prior to August 22, 2002 in order to be placed on the next DRC meeting on September 12, 2002. DRC agenda — August 15, 2002 — Page 16 5. Stormwater: a) Discharge from pond adjacent to home depot site has been reduced, however, it appears that flow from 2.83 acre offsite area has not been accounted for in flow calculations. Clarification is needed prior to D.O.; Applicant explained offsite flows and calculations. b) SWFWMD permit must be obtained prior to issuance of Bldg. Permits; Understood. c) If offsite parking is to be "improved ", additional drainage study will be required for this area. See comments under 2d above. 6. Solid waste: a) That a dumpster oriented north -west with an enclosure built to City specification be provided prior to the issuance of a building permit; Applicant will revise. b) Clarify whether or not a compactor will be supplied by the Solid Waste Department prior to the issuance of a building permit. Applicant will advise. 7. Land resource: a) Proposed reclaimed water line is designed to go through some palm trees which are shown to be preserved on the proposed landscape plan. Revise site plan prior to issuance of any permits; Notes will be added to plans to avoid trees. b) Oaks east of the proposed retention pond are rated poor by the certified arborists inventory report and the landscape plan proposes relocation. The arborist should be part of the design team utilizing the tree inventory to make decisions on tree preservation and removal. Revise prior to issuance of any permits; Revisions will be made. c) Replacement inches will be required for all trees to come out depending on rating — Rick Albee to work with applicant to determine exact replacement amount. Understood. 8. Fire: a) No comments 9. Landscaping: a) No landscape comments at this time. Mark Parry will work with applicant to towards a final landscape plan which exceeds the requirements of Code; b) A commitment will be made by Parks and recreation to provide landscaping along Drew Street and Old Coachman Road along all parking lots — paved and unpaved. NOTES: • Send comments to Kevin Dunbar at kdunbar @clearwater- fl.com. • 13 sets of everything due August 22, 2002 in order to be scheduled for the September 22, 2002 DRC meeting. please collate all plans, then staple together to form one set (do not fold plans individually and then collate). SAPlanning DepartmenAC D S\agendas DRC & CDB\Drc\2002\08 AugusADRC agenda 8- 15- 02.doc DRC agenda — August 15, 2002 — Page 17 R 3:30 p.m. Case: FLD2002 -07021 — 601 Old Coachman Road Owners: City of Clearwater, Sembler, Florida Power... Applicant: City of Clearwater. Representative: Mr. Kevin Dunbar, Director, Parks and Recreation Department. Location: 17.4 -acres located on the west side of US Highway 19 North, approximately 700 feet north of Drew Street and 200 feet east of Old Coachman Road (northeast comer of Sharkey Road and Old Coachman Road). Atlas Page: 281B. Zoning: C, Commercial District; OS/R, Open Space/Recreation District; P, Preservation District; and I, Institutional District. Request: Flexible Development approval to reduce the required side (south and west) setbacks from 10 feet to zero feet to pavement (Commercial District) and from 20 feet to zero feet to pavement (O /SR District) and to increase the permitted height of buildings from 25 feet 49 feet and d$ u" (Commercial District) and from 30 feet to 49 feet (building) and 156 feet (field lights), as part of a Comprehensive Infill Redevelopment Project, under the provisions of Section 2 -704B and 2- 1404A. Proposed Use: A Community Sports Complex and Phillies Spring Training Facility of approximately 8,000 seats. Presenter: Wayne Wells, Senior Planner. Attendees included: City Staff: Applicant/Representative: Mr. Kevin Dunbar The DRC reviewed these applications with the following comments: 1. Parks and Recreation: a) No comments 2. Traffic engineering: a) Incomplete dimensioning in player, handicap and VIP parking areas. b) Show proposed Florida Power/Pinellas Trail. c) Traffic Study does not address U.S. 19 access and affect on Drew St. & U.S. 19 intersection. d) Master Parking Plan needs to address in much greater detail: proposed roadway improvements /changes; vehicular ingress and egress points; vehicular access control; vehicular stacking/queuing capacity; pedestrian ingress and egress routes; crosswalks; sidewalks; pedestrian amenities (benches, litter receptacles, water fountains, shade, walkway lighting, etc.); parking lot, roadway and security lighting; vehicular and pedestrian way finding; parking/traffic control (i.e. — parking lot full, where to next ?); unauthorized parking prevention (adjacent neighborhoods, adjacent road right -of -ways, undesignated Florida Power right -of -way, Time Warner lots, adjacent and nearby shopping center lots, St. Petersburg College lots, nearby park and City properties, etc.); emergency vehicle access. e) All drive aisles in grass parking lots are to be paved. f) Show all grass parking spaces. g) Obtain appropriate State, County and City permits and/or intent to permit for access, driveways and work within the right -of -way prior to issuance of siteibuilding permits h) Items a — f to be addressed prior to issuance of Development Order. i) Transportation Impact Fee to be determined and paid prior to C.O. 3. General engineering: a) Need to loop the existing water main with 8" not 6 ". b) Tap existing 8" water main on the east side and the 8" fire line on the west. c) Existing fire hydrant at 3rd base to be relocated? d) Existing sanitary sewer to be abandoned/removed? e) Fire line needs to be separate. f) Gates on new parking lot south of stadium. g) Clarify and/or revise prior to review by CDB. DRC agenda —August 15, 2002 —Page 13 0+ R 4. Planning: a) Provide a sign package for review by the CDB with this application; b) Review landscape along Drew Street prior to review by CDB; c) Provided a master view of everything, including parking areas prior to review by CDB. d) Include address on Site Plan package of 601 Old Coachman Road. e) May need to subdivide the property to create the parcel for the Sports Complex or may be able to accomplish through a Lot Line Adjustment. f) There is an existing gated entrance from paved drive into existing Bomber Field going to Carpenter Field complex. Unclear if this is being relocated to just east of playerNIP parking area on north side or if a new drive on the north side of the playerNIP parking area needs to be installed providing access to Carpenter Field complex. g) Revise Sheet C -3 (and others as necessary) to locate unpaved parking lot north of playerNIP parking area to show relationship between unpaved and paved parking and vehicle circulation. h) Unclear why unpaved parking lot to north of playerNIP parking area is not being improved with paved parking, or at least with paved drive aisles with grass parking spaces, and with landscaping to Code requirements. Should have continuous hedge with trees along Old Coachman and interior trees (possibly within diamond islands). i) Unclear why unpaved parking lot on northwest comer of Drew Street and Old Coachman is not being improved with paved parking lot, or at least with paved drive aisles with grass parking spaces, and with landscaping to Code requirements. Should have continuous hedge with trees along Drew Street and Old Coachman and interior trees (possibly within diamond islands). j) Would like to see on a site plan that the current unpaved parking areas at the northwest corner of Drew Street and Old Coachman and to the north of the proposed playerNIP parking area actually can fit the number of spaces being indicated of 1100 and 300 spaces respectively. k) Unclear as to purpose of 20 -foot x 20 -foot concrete slab north of proposed half practice field. Advise. 1) If the FL Power ROW is to have an extension of the Pinellas Trail and the trail pathway is a paved surface 15 feet wide, indicate on all appropriate sheets this Pinellas Trail pathway in relationship to existing/proposed parking and other improvements. m) Indicate on site plans (all appropriate sheets) how customers parking on Carpenter Field complex grass parking are getting to the Sports complex, such as Pinellas Trail pathway or sidewalk (of sufficient width). n) If the bulk of the parking spaces (1,100 spaces) is being provided on the northwest corner of Drew Street and Old Coachman, only the Master Site Plan Exhibit A indicates a sidewalk of undetermined width in apparent close proximity to the Old Coachman roadway pavement. Need to determine width of sidewalk and need to ensure safety of all customers walking along sidewalk (young and old). Need to clear out undergrowth along west side of Old Coachman for safety purposes. Need to make sure there is adequate lighting for this pathway. Existing ditch should be piped. Trees should be planted along this pathway for shade. Need to install trash bins and potentially benches along the pathway. o) Dumpster(s) within the parking area on the northwest comer of Drew Street and Old Coachman will need to be upgraded to City specifications. p) PlayerNIP parking area: i. Concerned with location of oil pipeline being under proposed landscape islands. Suggest relocating parking spaces facing east to place oil pipeline under drive aisle pavement. ii. Indicate on site plan the location of the Lease Agreement area for parking to ensure compliance with Lease Agreement. iii. Unclear whether FL Power has been consulted regarding parking lot design. Have there been any written comments from FL Power? iv. Will there be lighting provided for this parking area? DRC agenda — August 15, 2002 — Page 14 v. Unclear if 20 -foot wide patrol road is being provided in accordance with Lease Agreement, including the requirement for a 16 feet wide gate. Indicate on site plan and/or in written material. q) If existing building within parking area on the northwest comer of Drew Street and Old Coachman is to remain, show on site plan and show relationship to parking. r) If soccer fields are to be overflow parking, indicate access location points on site plan. s) Does the City own the parking area on the northwest comer of Drew Street and Old Coachman? Does St. Petersburg College have any parking rights to this parking area? t) Master Site Plan needs to indicate that the driveway and right -turn lane are proposed, as they do not presently exist. u) Traffic study assumes that the peak times the stadium will be used will be for only 15 games during Spring Training. However, this stadium will be used by the minor league affiliate of the Phillies for Grapefruit League play. Worst -case scenario is that the minor league team draws many fans and there will be more than just 15 times a year that the surrounding roadways will be impacted. Intersection improvements to Drew Street and Old Coachman that were designed by Pinellas County but eliminated from the CIP should be constructed, with funding by the County pushed. v) Revise Sheet C -3: i. Show 20 feet side setback in OS/R District along south property line east of FL Power right -of -way (ROW) (not 10 feet). ii. Remove 25 -foot front setback running north/south thru half practice field adjacent to FL Power ROW. iii. Show 25 feet front setback along Old Coachman Road on FL power ROW. w) All of the above to be revised and/or clarified prior to August 22, 2002 in order to be laced on the next DRC meeting on September 12, 2002. ( '.: 6. Solid waste: a) That a dumpster oriented north -west with an enclosure built to City specification be provided prior to the issuance of a building permit; b) Clarify whether or not a compactor will be supplied by the Solid Waste Department rior to the issuance of a building permit. NOTES: • Send comments to Kevin Dunbar at kdunbar@clearwater- fl.com. • 13 sets of everything due August 22, 2002 in order to be scheduled for the September 22, 2002 DRC meeting. please collate all plans, then staple together to form one set (do not fold plans individually and then collate). S.•(Planning DepartmentlCD Blagendas DRC & CDBIDrc12002108 August(DRC agenda 8- 15- 02.doc DRC agenda — August 15, 2002 — Page 15 1. Include address on Site Plan package of 601 Old Coachman Road. 2. May need to subdivide the property to create the parcel for the Sports Complex or may be able to accomplish through a Lot Line Adjustment. 3. Revise Sheet C -3: a. Show 20 feet side setback in OS/R District along south property line east of FL Power right -of -way (ROW) (not 10 feet). b. Remove 25 -foot front setback running north/south thru half practice field adjacent to FL Power ROW. c. Show 25 feet front setback along Old Coachman Road on FL power ROW. 4. There is an existing gated entrance from paved drive into existing Bomber Field going to Carpenter Field complex. Unclear if this is being relocated to just east of player /vip parking area on north side or if a new drive on the north side of the player /vip parking area needs to be installed providing access to Carpenter Field complex. 5. Revise Sheet C -3 (and others as necessary) to locate unpaved parking lot north of player /vip parking area to show relationship between unpaved and paved parking and vehicle circulation. 6. 9,,wh46n Unclear whether contract to purchase the Home Depot site will suffice or if a letter from Home Depot acknowledging submission of this request and closing date. 7. Unclear why unpaved parking lot to north of player /vip parking area is not being improved with paved parking, or at least with paved drive aisles with grass parking spaces, and with landscaping to Code requirements. Should have continuous hedge with trees along Old Coachman and interior trees (possibly within diamond islands). 8. Unclear why unpaved parking lot on northwest corner of Drew Street and Old Coachman is not being improved with paved parking lot, or at least with paved drive aisles with grass parking spaces, and with landscaping to Code requirements. Should have continuous hedge with trees along Drew Street and Old Coachman and interior trees (possibly within diamond islands). 9. Would like to see on a site plan that the current unpaved parking areas at the northwest corner of Drew Street and Old Coachman and to the north of the proposed player /vip parking area actually can fit the number of spaces being indicated of 1100 and 300 spaces respectively. 10. Unclear as to purpose of 20 -foot x 20 -foot concrete slab north of proposed half practice field. Advise. 11. If the FL Power ROW is to have an extension of the Pinellas Trail and the trail pathway is a paved surface 15 feet wide, indicate on all appropriate sheets this Pinellas Trail pathway in relationship to existing/proposed parking and other improvements. 12. Indicate on site plans (all appropriate sheets) how customers parking on Carpenter Field complex grass parking are getting to the Sports complex, such as Pinellas Trail pathway or sidewalk (of sufficient width). 13. If the bulk of the parking spaces (1100 spaces) is being provided on the northwest corner of Drew Street and Old Coachman, only the Master Site Plan Exhibit A indicates a sidewalk of undetermined width in apparent close proximity to the Old Coachman roadway pavement. Need to determine width of sidewalk and need to ensure safety of all customers walking along sidewalk (young and old). Need to clear out undergrowth along west side of Old Coachman for safety purposes. Need to make sure there is adequate lighting for this pathway. Existing ditch should be piped. Trees should be planted along Use C(m, weJ /"" 5 Utz k )y � K J,- v� Ci—a is we-A 6 this pathway for shade. Need to install trash bins and potentially benches along the pathway. 14. Dumpster(s) within the parking area on the northwest corner of Drew Street and Old Coachman will need to be upgraded to City specifications. 15. PlayerNIP parking area: a. Concerned with location of oil pipeline being under proposed landscape islands. Suggest relocating parking spaces facing east to place oil pipeline under drive aisle pavement. b. Indicate on site plan the location of the Lease Agreement area for parking to ensure compliance with Lease Agreement. c. Unclear whether FL Power has been consulted regarding parking lot design. Have there been any written comments from FL Power? d. Will there be lighting provided for this parking area? e. Unclear if 20 -foot wide patrol road is being provided in accordance with Lease Agreement, including the requirement for a 16 feet wide gate. Indicate on site plan and/or in written material. 16. If existing building within parking area on the northwest corner of Drew Street and Old Coachman is to remain, show on site plan and show relationship to parking. 17. If soccer fields are to be overflow parking, indicate access location points on site plan. 18. Does the City own the parking area on the northwest corner of Drew Street and Old Coachman? Does St. Petersburg College have any parking rights to this parking area? 19. Master Site Plan needs to indicate that the driveway and right -turn lane are proposed, as they do not presently exist. 20. Traffic study assumes that the peak times the stadium will be used will be for only 15 games during Spring Training. However, this stadium will be used by the minor league affiliate of the Phillies for Grapefruit League play. Worst case scenario is that the minor league team draws many fans and there will be more than just 15 times a year that the surrounding roadways will be impacted. Intersection improvements to Drew Street and Old Coachman that were designed by Pinellas County but eliminated from the CIP should be constructed, with funding by the County pushed. From: Planning Department - CA Plann4 Requesting Maps FLEXIBLE DEVELOPMENT MAP REQUEST Please prepare the following maps: 1. Color Aerial Photograph with the property outlined and streets marked. 2. Location Map 3. Flexible Development Request Map 4. Existing Surrounding Uses Map Requested on: 11 310 Z- For Completion by: j 1 ,Sdo z Survey Attached: W( Legal Description Attached: Comments: OWNERS', CA., G2o�.c'W&�r r, V► o.,..a X10 �,a. ��a er Co efWV, V.S•A �•. CASE: -A Z-oo2- C) o SITE: (opt d�a �.oaG�w��,. �,aa PROPERTY SIZE (ACRES:),, 313 '7- 20-IV-00000- 410.0100 -7 - L9 -1b• 11044z, -0v0 -0010 7_110-110 -0 DODO- ¢3 0- 010 0 PI ' ATLAS PAGE: 2. b ` S Text for surrounding land use maps for CDB cases Revised 1112101 Use correct spelling Do not abbreviate Choose from the following land use terms: ❑ Community residential home ❑ Adult use • Airport • Assisted living facility • Auto service station • Cemeteries • Congregate care • Convention center Educational facility (e.g. junior college, technical school) Governmental use • Halfway house • Hospital • Indoor recreation /entertainment • Light assembly le Manufacturing ❑ Marina Li Medical clinic Mobile home park Multi- family residential • Nightclub • Nursing home Office ❑ Open space I Outdoor recreation /entertainment a Overnight accommodation J Park ❑ Parking garage a Parking lot ❑ Place of worship a Problematic use \\MS2\PDS\P1aining Department\C D B\maps \Text for surrounding land use maps for CDB cases.doc • Public transportation facility • Research/technology use ❑ Residential shelter ❑ Restaurant J Retail • RV park • Salvage yard ❑ School ❑ Self storage d Single - family residential • Social /community center • Social /public service agency ❑ Telecommunications tower ❑ TV /radio studio ❑ Utility /infrastructure facility 4 Vehicle sale /display ❑ Vehicle service.. • Veterinary office • Wholesale /warehouse EXHIBIT A Home Depot Site: Lot 1, THE CLEARWATER COLLECTION SECOND REPLAT, according to the plat thereof recorded in Plat Book 107, pages 24 and 25, Public Records of Pinellas County, Florida. TOGETHER WITH rights of ingress and egress as reserved in Warranty. Deed recorded in Official Records Book 1479, page 95, Public Records of Pinellas County, Florida. TOGETHER WITH non - exclusive easements. for ingress and egress, the passage and parking of vehicles, the passage and accommodation of pedestrians, separate and common utility lines, construction, reconstruction, development, erection, removal and maintenance of building components and other matters over, on and under the land described in, and all as more particularly created, defined, located and limited in: (1) that certain Operation and Reciprocal Easement Agreement recorded in Official Records book 6440, page 2013; (2) Amendment to and Ratification of Operation and Reciprocal Easement agreement recorded in Official Records Book 6735, page 217; (3) Third Amendment to an Operation and Reciprocal Easement agreement recorded in Official Records Book 6921, page 129; (4) unrecorded Third Amendment dated July 17, 1990, as referred to in the Fourth Amendment to an Operation and Reciprocal Easement Agreement recorded in Official Records Book 7541, page 849 which was re- recorded in Official Records Book 7561, page 2125; (5) Fourth Amendment to an Operation and Reciprocal Easement Agreement recorded in Official Records Book 7541, page 849 which was re- recorded in Official Records Book 7561, page 2125; and (6) Fifth Amendment to Operation and Reciprocal Easement Agreement recorded in Official Records Book 9664, page 451, Public Records'of Pinellas County, Florida, TOGETHER WITH non - exclusive easement rights as granted by Parking and Driveway Easement recorded in Official Records Book 6440, page 2002, as amended by Amended Parking and Driveway Easement recorded in Official Records Book 6735, page 212, Public Records of Pinellas County, Florida. TOGETHER WITH a non - exclusive easement as described in that certain Drainage Easement Agreement recorded in Official Records Book 6618, page 2190, Public Records of Pinellas County, Florida. a 7 r P Y A -1 LESS AND EXCEPT those portions of the above easement properties which lie within the properties taken, in fee simple, designated as Parcels 111 and 123 by Eminent Domain Suit No. 99- 4965 -CI, as evidenced by that Lis Pendens recorded in Official Records Book 10598, page 2406; Stipulated Order of Taking & Final Judgment recorded in Official Records Book 10714, page 617; and stipulated Order of Taking and final Judgment recorded in Official Records Book 10714, page 620; Stipulated Order of Taking and Partial Final Judgment recorded in Official Records Book 10714, page 624; Stipulated Order of Taking and Final Judgment recorded in Official Records Book 10714, page 628; Order of Taking recorded in Official Records Book 10741, page 2041; Stipulated Final Judgment recorded in Official Records Book 11611, page 1495 and Amended Order of Taking and Stipulated Final Judgment recorded in Official Records Book 11704, page 1408, Public Records of Pinellas County, Florida. LESS AND EXCEPT those portions of the above easement properties which lie within the properties taken, in fee simple, designated as Parcel 119 by Eminent Domain Suit No. 99- 5089 -CI, as evidenced by that Lis Pendens recorded in Official Records Book 10604, page 2207; Stipulated Order of Taking and Final Judgment recorded in Official Records Book 10662, page 353 and Stipulated Order of Taking and Final Judgment recorded in Official Records Book 10874, page 2276, Public Records of Pinellas County, Florida. LESS AND EXCEPT that portion of said Lot 1 taken, in fee simple, designated as PARCEL 120 by Eminent Domain Suit No. 99- 4965 -CI, as evidenced by that Lis Pendens recorded in Official Records Book 10598, page 2406; Stipulated Order of Taking & Final Judgment recorded in Official Records Book 10714, page 617; and Stipulated Order of Taking and Final Judgment recorded in Official Records Book 10714, page 620; Stipulated Order of Taking and Partial Final Judgment recorded in Official Records Book 10714, page 624; Stipulated Order of Taking and Final Judgment recorded in Official Records Book 10714, page 628; Order of Taking recorded in Official Records Book 10741, page 2041; Stipulated Final Judgment recorded in Official Records Book 11611, page 1495 and Amended Order of Taking and Stipulated Final Judgment recorded in Official Records Book 11704, page 1408, Public Records of Pinellas County. A -2 -rit:,CH� /�0 -00-7 8" )7004 CL -156 10/24/86 OW6 4 0A 10 4 "-"��" LIICENSE AGREEMENIT 40 Rec - - _ MINAL 46 P Tot oTHIS LIMITED LICENSE PRIVILEGE AGREEMENT, Made and entered into this 18th day of December , 1986, by and between FLORIDA POWER CORPORATION, a Florida corporation, Party of the First Part, "LICENSOR" herein and CITY OF CLEARWATER, P.O. Box 4748, Clearwater, Florida 33518, Party of the Second Part, "LICENSEE" herein; WITNESSETH: WHEREAS, LICENSOR is the owner of the fee simple title to (among other lands)in the NW 1/4 of SE 1/4 comprising a portion of LICENSOR's electric transmission right -of -way lands in Pinellas County, Florida, an 800 foot long strip of said tract being hereinafter referred to as the "License Area" and a �* rogenerally described as shown on sketch attached hereto as Exhibit "A" and by this reference incorporated herein and made a part hereof; a: CC . y. ;end, y _ WHEREAS, LICENSEE is desirous of acquiring from LICENSOR the G ` C limited privilege and license to occupy and utilize the License Area for sparking G w kand, U p, U WHEREAS, LICENSOR is willing to grant to LICENSEE the desired limited privilege and license for such occupancy and utilization, subject to certain terms and conditions as stipulated below along with specific requirements as shown on attached Exhibit "B" and by this reference incorporated herein and ro made a part hereof. NOW, THEREFORE, IT IS MUTUALLY AGREED AS FOLLOWS: c* O C�, m 1. That LICENSOR hereby grants to LICENSEE, and LICENSEE hereby accepts from LICENSOR w 'i' � P , the limited privilege and license to occupy and utilize 4 o c`�. the License Area for the sole purpose of parking together with such other y, w p limited privilege and license as may be reasonably necessary or convenient for WF o w the full enjoyment of the License Area for the above, purpose only. c� 2. That for and in consideration of the foregoing limited privilege and license, the LICENSEE hereby covenants to pay to LICENSOR a yearly fee, in an Uinitial amount of $10.00 payable in advance, commencing January 1, 1981, for each and every calendar year while this limited privilege and license remains in effect. The yearly fee may be recomputed each subsequent year by LICENSOR and may be adjusted as appropriate to reflect fluctuations in the real estate value and other variables attributable to the License Area. LICENSOR shall mail a yearly billing invoice to LICENSEE, and LICENSEE's advance yearly fee checks shall be made payable to FLORIDA POWER CORPORATION and mailed to LICENSOR. 3. That LICENSEE shall notify, at least 48 hours prior to commencing initial construction activities within the License Area, Joseph G. Brown, Jr., Transmission Rights -of -Way Inspector, telephone (813) 866 -5109, St. Petersburg. 4. It is expressly stipulated by the said LICENSOR and LICENSEE that this License Agreement is a license for permissive use only and that the placing of any improvement upon the property pursuant to this Agreement shall not operate to create or vest any property right in said LICENSEE. 5. It is expressly stipulated by the said LICENSOR and LICENSEE that the privileges provided herein create no perpetual rights but determinable privileges depending solely on the conditions in this Agreement and at no time shall this License Agreement be construed as a License coupled with an interest. 6. That LICENSOR's consent to LICENSEE's use of the property described herein is limited. Such conditional and restricted consent creates privileges in the LICENSEE to use the land only insofar as the conditions herein are complied with. FILE Upy CX3 r�or; aa. iA I „ 1 o.R.64O4PAGE 105 7. That LICENSOR expressly reserves unto itself, its successors, lessees and assigns, the continued right to occupy and utilize the entire License Area and to grant to other parties such privileges affecting the License Area as are not inconsistent with privileges herein granted. B. That LICENSOR shall not be liable for damages to LICENSEE's utilization and appurtenances howsoever resulting from LICENSOR's occupancy and utilization of the License Area. LICENSOR, however, shall not willfully cause undue damage to LICENSEE's utilization. 9. That LICENSOR agrees to inform LICENSEE 30 days before building or developing within the License Area so that LICENSEE can relocate or remove the utilization described herein should LICENSOR determine that such utilization would interfere with LICENSOR's facilities or use of said area. 10. That upon LICENSEE's breach of any covenant or condition contained herein, this License Agreement after written notification by LICENSOR to LICENSEE of such breach and upon failure of LICENSEE to remedy or remove such breach within a period of five (5) working days after receipt of such written notification, shall cease and terminate and shall become null and void and the privilege and license herein granted shall thereupon immediately revert to the LICENSOR in absolute, and LICENSEE shall forfeit the remainder of the yearly fee; however, LICENSOR expressly does not waive any rights of recourse LICENSOR may have against LICENSEE for damages sustained by LICENSOR as a result of such breach. 11. That LICENSOR hereby expressly reserves the right to revoke this License Agreement at will by giving LICENSEE 30 days written notice, and LICENSEE shall have no right to compensation for any expenditures by LICENSEE upon revocation of this License Agreement, except the LICENSOR shall return the unearned portion, if any, of the yearly fee paid by LICENSEE hereunder. 12. Any costs, attorney's fees or expenses incurred by LICENSOR in construing or enforcing this License Agreement shall be borne by the LICENSEE. 13. That this privilege and license is personal to LICENSEE and shall not be assigned or transferred in whole or in part. 14. That nothing contained in this License Agreement or contemplated is intended to or shall increase LICENSOR's risk of liability for personal injury or death or for any property damage and it is hereby expressly understood and agreed (a) that LICENSOR does not assume any such additional risk, (b) that liability arising out of the use and occupancy of the License Area by LICENSEE, LICENSEE's employees, agents, contractors, or any representative is hereby assumed by LICENSEE and shall be at the sole and exclusive risk of LICENSEE and (c) that LICENSEE shall adequately police the License Area, answer and satisfy to LICENSOR's satisfaction any and all complaints, and protect, defend, hold harmless and indemnify LICENSOR from and against any and all actions, claims, damages and /or loss, including costs and attorney's fees, occasioned by or growing out of any actual or claimed usage or condition of the License Area or caused, incurred or arising in any manner whatsoever, directly or indirectly, by reason of this Limited License Privilege Agreement or the use and occupancy of the License Area by LICENSEE, LICENSEE's employees, agents, contractors, or any representative, howsoever resulting and irrespective of negligence. With respect to any person not a party to this License Agreement, however, nothing herein shall be construed as a waiver by the LICENSEE of any of the defenses and limitations available to the LICENSEE pursuant to Section 768.28, Florida Statutes, or successor provisions thereto. 15. That the validity of this Agreement is contingent upon LICENSEE first obtaining proper zoning, authority, approval and /or permit from the appropriate governmental body or public agency having jurisdiction over such utilization at this location. If such zoning, authority, approval andlor permit is not secured, this Agreement will be considered null and void. -2- 0.R.6404PAGE 106 IN WITNESS WHEREOF, the said LICENSOR and LICENSEE have caused these presents to be executed in their respective corporate names .by their proper officers thereunto duly authorized and their respective corporate seals to be hereunto affixed and attested, all as of the day and year first above written. Signed, sealed and delivered in the presence of: =) X � X LX RR �� XNK X X Coun• e�crsignewde" - L� /Mayor- Commissioner Approved as to form �E correc nes City Atto ney FLORIDA,PPWER CORPORATION B yViacePrfedident Attest: Assistant Secretary (as LICENSOR) CITY CLEARWAY R By City anager Attest: City Clerk (a LICENSEE) STATE OF FLORIDA ) ss. COUNTY. OF PINELLAS ) '.. The foregoing instrument was acknowledged before me this rat 1'9th . day' of _ December 1986, by G. C. Moore as Vice Presi- ��;,dWr'i: Lind - Cathleen P. Kortright as Assistant Secretary on behalf of 'FLjR,TD� `POTTER CORPORATION. e (�Ve tdrial Seal) r �� My CbMmission Expires: Notary Public Notary aublic. State of Florida at Large .My Commission Expires JUNE 28. 1990 O�`OP POW4 LEGAL DEPT. APPR V o Date 3 -3- O.R.6404PAGE 107 * * * * * * * * STATE OF FLORIDA ) ) ss. COUNTY OF PINELLAS ) 31st The foregoing instrument was acknowledged before me this day of December 1986 by KATHLEEN F. KELLY, -- AlMONY L. SHOEMAKER, CYNTHIA E. GOUDEAU, and M. A. GALBRAITH, JR., Mayor -Commissioner, City Manager, City Clerk, and City Attorney, respectively, of the CITY OF CLEARWATER, FLORIDA. (Notarial Seal) My Commission ExVires: No r Publ' My -4- Al x Joe DiMaggio Sports Complex —Legal Description A parcel of land within the Southwest '/ of the Southeast '/ of Section 7, Township 29 South, Range 16 East, Pinellas County, Florida and being further described as follows: Commence at the Southwest corner of the Southeast'/ of said Section 7; thence along the West line of said Southeast '/ North 00 041'47" East, for 50.00 feet to the North right -of -way line of Drew Street; thence along said right -of -way line South 89 1140'19 "East for 542.36 feet to the Point of Beginning; thence leaving said line North 00 141'47" East, for 435.00 feet; thence South 89 140'19" East, for 761.22 feet to the West right -of -way line of Old Coachman Road; thence along said right -of -way line South 00 14754" West, for 435.00 feet to the intersection with said North right -of -way line of Drew Street; thence along said right -of -way line North 89 140'19" West for 760.45 feet to the Point of Beginning. Containing 330,959 square feet or 7.60 acres, more or less D-9 Commence at the Southwest corner of the Southeast'/ of said Section 7; thence along the West line of said Southeast'/ North 00 041'47" East, for 485.00 feet to the Point of Beginning; thence continue along said line North 00 041'47" East, for 823.27 feet to the South right -of -way line of Sharkey Road (CR 289); thence along said right -of -way line South 89 053'02" East, for 1,305.10 feet to the intersection with the West right -of -way line of Old Coachman Road; thence along said right -of -way line South 00 047'54" West, for 828.12 feet; thence leaving said line North 89 040'19" West, for 1,303.58 feet to the Point of Beginning. Bomber Field: That portion of the northeast 1/4 of the southeast 1/4 of Section 7, Township 29 South, Range 16 East, Pinellas County, Florida, being further described as follows: BEGIN at the northwest corner of Lot 1, THE CLEARWATER COLLECTION SECOND REPLAT according to the plat thereof as recorded in Plat Book 107, Pages 24 and 25 of the Public Records of Pinellas County, Florida; thence along the north line of said plat, also being the south line of the northeast 1/4 of the southeast 114 of Section 7, Township 29 South, Range 16 East, N 89 °47'45 "W., 247.55 feet to the northwest corner of THE CLEARWATER COLLECTION SECOND REPLAT; thence leaving said line, N 00 046'44 "E., 436.73 feet along a line 175.00 feet east of and parallel with the center line of Florida Power Corporation's HIGGINS - DISSTON 110 KV transmission line; thence leaving said line, S 89 °47'45 "E, 102.60 feet; thence S 67 002'37 "E., 116.88 feet; thence S.89 °47'45 "E., 790.19 feet to the west right of way line of U.S. HIGHWAY 19 (STATE ROAD 55, right of way width varies); thence along said right of way line the following two (2) courses, S.00 °57'56 "W., 311.95 feet, thence S.05 027'56 "W., 79.92 feet to the north line of the aforesaid THE CLEARWATER COLLECTION SECOND REPLAT; thence along said line S.89 047'45 "W., 745.73 feet to the POINT OF BEGINNING. 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T ^la All., Cage la aubN to 0erlodic for tnrpmalbn ebwl raleal -W , Ple .;,it prr WWee�t 0R.. rM 0 100 200 400 SCALE: 1- = 400' NI 'LoCW'RMWRW 1 334 10 T An * -- a r l' ��r �� /�' `1��A«t���i���is`/�r�tlls12 �•r :: N � a , loss No a x/4%, \ %�{ IL r JAN ■vrr�errrs�rr�sm�r�,:` � ;rrrrr�r,r�� ; -: . a -- ,r�errr�e ®rr�r�trra�rr�����r�r■ �����;��,�� '� -: i Clearwater City Worksession Item #: r- N 3 Commission Final Agenda Item # 9� .4TEP �o Agenda Cover Meeting Date: 08 -8 -2002 Memorandum SUBJECT /RECOMMENDATION: Pass on first reading Ordinance 7016 -02 amending Ordinance 6675 -01 related to City of Clearwater Revenue Bonds to be issued for the Community Sports Complex in order to provide for the use of certain revenues of the City to pay a portion of the bond debt service requirements, 0 and that the appropriate officials be authorized to execute same. SUMMARY: • Ordinance 6675 -01 was adopted on January 18, 2001, and Ordinance 6854 -01 was adopted on September 6, 2001, which authorized the issuance of Revenue Bonds to finance a Community Sports Complex. • The principal and interest on these bonds are to be paid from payments to be received from the State of Florida and Pinellas County. The State of Florida has agreed to pay $500,000 per year ($41,666.67 per month) for 30 years and Pinellas County has agreed to pay $587,650 per year ($48,970.83 per month) for 20 years. Both entities began making payments 3/1/01. We are holding those payments in anticipation of issuing these bonds. The amendments to Ordinance 6675 -01 are needed in order to satisfy concerns of bond insurance companies. The changes being made to the original ordinance expand the definition of pledged revenue to include "any City revenues added as an additional payment source for all or any portion of the annual debt service on the Bonds or to support an insurance agreement to the extent required by the provider of any municipal bond insurance for the Bonds as set forth in a supplemental resolution adopted by the City prior to the issuance of the Bonds; ". • A sale resolution will be brought to you at the same time as the second reading of this ordinance that will authorize the sale of the bonds for the Community Sports Complex. • We anticipate issuing these bonds in September 2002. • The complete ordinance is available ,in the City Clerk Department. Reviewed by: Originating Dept: Costs Legal Info Srvc N/A . Finance M.Simmons Total Budget Public Works Purchasing N/A DCM /ACM Funding Source: Current FY CIP User Dept. Parks and Recreation Attachments: k Mgmt N/A Other NV OP Ordinance 7016 -02 ❑ None Other Appropriation Code: Submitted by: 12 City Manager � Rev. 2/98 ORDINANCE NO. 7016 -02 Qap�, AN ORDINANCE AMENDING ORDINANCE NO. 6675-01 OF THE CITY OF CLEARWATER, FLORIDA, ENTITLED: "AN ORDINANCE PROVIDING FOR CITY OF CLEARWATER, FLORIDA, REVENUE BONDS (SPRING TRAINING FACILITY), SERIES 2001, TO BE ISSUED IN ONE OR MORE SERIES; PROVIDING FOR THE PAYMENT OF THE BONDS SOLELY FROM THE INTERLOCAL AGREEMENT PAYMENTS TO BE MADE BY PINELLAS COUNTY, FLORIDA AND REVENUES TO BE RECEIVED BY THE CITY FROM THE STATE OF FLORIDA PURSUANT TO SECTION 288.1162, FLORIDA STATUTES; PROVIDING FOR THE RIGHTS OF THE HOLDERS OF SUCH BONDS; MAKING CERTAIN OTHER COVENANTS AND AGREEMENTS IN CONNECTION THEREWITH; PROVIDING CERTAIN OTHER MATTERS IN CONNECTION THEREWITH; AND PROVIDING AN EFFECTIVE DATE," IN ORDER TO PROVIDE FOR THE USE OF CERTAIN REVENUES OF THE CITY TO PAY A PORTION OF THE BOND DEBT SERVICE REQUIREMENTS AND PROVIDING AN EFFECTIVE DATE. BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF CLEARWATER, FLORIDA: SECTION 1. AUTHORITY FOR THIS ORDINANCE. This Ordinance is enacted pursuant to Chapter 166, Part 11, Florida Statutes, the Charter of the City of Clearwater and other applicable provisions of law. SECTION 2. AMENDING ORDINANCE 6675 -01. The following sections of Ordinance 6675 -01 are hereby amended to read as follows: A. Section 2 is hereby amended by amending the following definitions to read as follows: "Pledged Revenues" shall mean collectively, (i) the County Payments, (ii) the State Payments, (iii) any City revenues added as an additional payment source for all or any portion of the annual debt service on the Bonds or to support any insurance agreement to the extent required by the provider of any municipal bond insurance for the Bonds as set forth in a supplemental resolution adopted by the City prior to the issuance of the Bonds, and (iv) Ordinance 7016 -02 any investment income realized on any funds held under this Ordinance, except the Rebate Fund. B. Section 3(D) is hereby amended to read as follows: D. No funds (including but not limited to ad valorem tax revenues of the City) or property of the City (other than as set forth in a subsequent resolution adopted by the City prior to the issuance of the Bonds) will be pledged to the repayment of the Bonds, and no property of the City will be pledged to secure the Bonds, and the Bonds will be secured solely by, and repayable solely from the Pledged Revenues. C. Section 15 is hereby amended to read as follows: SECTION 15. PLEDGED REVENUES. Until payment has been pro- vided for as herein permitted, the payment of the principal of and interest on the Bonds shall be secured forthwith equally and ratably by an irrevocable lien on the Pledged Revenues prior and superior to all other liens or encumbrances on such Pledged Revenues and the Issuer does hereby irrevocably pledge such Pledged Revenues to the payment of the principal of and interest on the Bonds, the reserves therefor, and for all other required payments. The Pledged Revenues shall immediately be subject to the lien of this pledge without any physical delivery thereof or further act, and the lien of this pledge shall be valid and binding as against all parties having claims of any kind in tort, contract or otherwise against the Issuer. All funds and accounts created pursuant hereto shall be held by the Financial Services Administrator (or such other officer of the Issuer as shall be approved by the City Commission) as trust funds for payment of the Bonds. In order to obtain municipal bond insurance for the Bonds, the City, by subsequent resolution adopted prior to the issuance of the Bonds, may pledge revenues of the City as specified in such subsequent resolution, to provide for or to further secure the payment of all or any portion of the annual debt service on the Bonds. D. Section 16 is hereby amended to read as follows: SECTION 16. CREATION OF FUNDS AND ACCOUNTS. There is hereby created the following funds and accounts: a. Revenue Fund, and within the Revenue Fund, the County Payments Account, the State Payments Account, to the extent any City revenues are pledged by subsequent resolution, the City Payments Account and the Investment Account; b. Construction Fund, and within the Construction Fund, a Project Account and a Cost of Issuance Account; Ordinance 7016 -02 2 c. Debt Service Fund, and within the Debt Service Fund, an Interest Account, a Principal Account, Bond Amortization Account and a Reserve Account; and d. Rebate Fund. The designation and establishment of the various funds and accounts in and by this Ordinance shall not be construed to require the establishment of any completely independent, self - balancing funds as such term is commonly defined and used in governmental accounting, but rather is intended solely to constitute an earmarking of certain revenues and assets for certain purposes and to establish certain priorities for application of such revenues and assets as herein provided. E. Section 17(A) is hereby amended to read as follows: A. REVENUE FUND. The County Payments, the State Payments and any City revenues shall upon receipt thereof be deposited in the County Payment Account, the State Payment Account, or the City Payments Account, respectively, in the Revenue Fund. Such Revenue Fund shall constitute a trust fund for the purposes herein provided and shall be kept separate and distinct from all other funds of the Issuer and used only for the purposes and in the manner herein provided. SECTION 3. PUBLIC NOTICE. Notice of the proposed enactment of this Ordinance has been properly advertised in a newspaper of general circulation in accordance with Chapter 166.041, Florida Statutes. Ordinance 7016 -02 3 SECTION 4. EFFECTIVE DATE. The provisions of this Ordinance shall take effect upon its enactment, as required by law. PASSED ON FIRST READING , 2002 PASSED ON SECOND AND FINAL READING AND ADOPTED. , 2002 Brian J. Aungst Mayor- Commissioner Approved as to form: Y//, Pamela K. Akin City Attorney Attest: Cynthia E. Goudeau City Clerk Ordinance 7016 -02 4 f j Pinellas County Property Appr-' - °r Information: 07 29 16 16442 000 00 ' `' Page 2 of 5 07 / 29 / 10 / 16442 / 000 / 0010 27- Aug -2002 Jim Smith, CFA Pinellas County Property Appraiser 18:14:58 Non - Residential Property Address, Use, and Sales Comparable sales value as Prop Addr; 21870 US HIGHWAY 19 N of Jan 1, 2002, based on Census Tract: 267.03 sales from 2000 - 2001: 0 Sale Date OR Book /Page Price (qual /Unq) Vac /Imp Plat Information 4 /1,991 7,540/2,219 1,664,000 (U) I 1991: Book 107 Pgs 024 -025 4 /1,991 7,540/2,211 50,000 (U) I 0000 Book Pgs - 0 /0 0/ 0 0 ( ) 0000: Book Pgs - 0 /0 0/ 0 0 ( ) 2002 Value EXEMPTIONS Just /Market: 4,617,400 Homestead: 0 Ownership % .000 Historic 0 Use %: .000 Assessed /Cap: 4,617,400 Tax Exempt %: .000 Other Exempt; 0 Taxable: 4,617,400 Agricultural; 0 2002 Tax Information Land Information District: CU Seawall: Frontage; Clearwater View: 02 Millage: 23.3093 Land Size Unit Land Land Land Front x Depth Price Units Meth 01 Taxes: 114,367.27 1) 0 x 0 6.00 251, 044. 0 S Special Tax .00 2) 0 x 0 1,000.00 2.51 A 3) 0 x 0 .00 .00 Without the Save- Our -Homes 4) 0 x 0 .00 .00 cap, 2002 taxes will be 5) 0 x 0 .00 .00 107, 628.36 6) 0 x 0 . 00 . 00 Without any exemptions, Total Land Value: 1,508,774 2002 taxes will be ; 107, 628.36 Short Legal CLEARWATER COLLECTION SECOND REPLAT, THE Description LOT i LESS RD R/W ON E Building Information http:// pao. co.pinellas.fl.uslhtbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s =4 &... 8/27/2002 t Pinellas County Property Appr-',er Information: 07 29 16 16442 000 00' Page 3 of 5 07 / 29 / 16 / 10442 / 000 / 0010 :01 27- Aug -2002 Jim Smith, CFA Pinellas County Property Appraiser 18:14:59 Commercial Card 01 of i Improvement Type: Discount Store Property Address: 21870 US HIGHWAY 19 H Prop Use: 323 Land Use: 11 S-trizoTura0_ E1.emenTs Foundation Spread /Mono Footing Floor System Slab on Grade Exterior Wall Conc Block /Stucco Height Factor 22 Party Wall Hone Structural Frame Masonry Pillar &Steel Roof Frame Bar Joist /Rigid Fram Roof Cover Built Up /Metal /Gyps Cabinet & Mill Below Average Floor Finish Concrete Finish Interior Finish Ceiling Fin Only Min Partition Factor 0 Heating & Air Heating &Cooling Pckg Fixtures 21 Bath Tile Floor and Wall Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,987 Effective Age !0 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Areas Cammiercial Extra FsaTures Description Factor Area ASPHALT Description Factor Area 1) Base Area 1.00 94,970 7) . 00 0 2) Open Porch .40 5,780 8) .00 0 3) Open Porch .20 5,501 9) .00 0 4) Open Porch .40 ?,172 10) .00 0 5) .00 0 10 .00 0 6) .00 0 12) .00 0 Cammiercial Extra FsaTures Units Description Dimensions Price 1) ASPHALT 1.00 2) FIRESPRIHK 94970 1.75 3) 99BRIDGE 9120 49.00 4) 0 .00 5) 0 .00 6) 0 .00 Units Value RCD Year 147,000 0 147,000 999 94,970 0 126,310 1,987 9,120 0 446,880 1,987 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL RECORD VALUE: 720,190 Map With Property Address (non- vacant) 1:101111111 � http:// pao. co.pinellas.fl.uslhtbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s =4 &... 8/27/2002 Pinellas County Property Appr -*, °r Information: 07 29 16 16442 000 00 "' Page 4 of 5 1/8 Mile Aerial Photograph 19 1� 55 WIWI DRIVE) 22',06 Avo) Em http:// pao. co.pinellas.fl.us/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s =4 &... 8/27/2002 Pinellas County Property App *r Information: 07 29 16 16442 000 06 Page 5 of 5 Pinellas County Property Appraiser Parcel Information Back to Search Page An explanation of this screen http:// pao. co.pinellas.fl.us/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s =4 &... 8/27/2002 C" Pinellas County Property Apprf- ' °r Information: 07 29 16 00000 430 01 Page 2 of 5 07 / 29 / 10 / 00000 / 430 I 0100 27 -Aug -2002 Jim Smith, CFA Pinellas County Property Appraiser 18:13:17 Uacant Property Use and Sales Comparable sales value as Prop Addr: 0 of Jan 1, 2002, based on Census Tract: 267.03 sales from 2000 - 2001: 0 Sale Date OR Book /Page Price (qual /UnQ) Vac /Imp Plat Information 0 /0 0/ 0 0 C ) 0000: Book Pgs - 0 /0 01 0 0 0000: Book Pgs - 0 /0 0/ 0 0 ( ? 0000: Book Pgs - 0 /0 01 0 0 ( } 2002 Value EXEMPTIONS Just /Market: 2,811,800 Homestead: 0 Ownership % 1.000 Historic 0 Use %: .000 Assessed /Cap: 2,811,800 Tax Exempt %: 1.000 Other Exempt: 21811,800 Taxable: 0 Agricultural: 0 2002 Tax Information Land Information District: CU Seawall: Frontage: Clearwater View: 02 Millage: 23.3093 Land Size Unit Land Land Land Front x Depth Price Units Meth 01 Taxes: .00 1) 0 x 0 100, 000.00 32.32 A Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save- Our -Homes 4) 0 x 0 .00 .00 cap, 2002 taxes will be : 5) 0 x 0 .00 .00 .00 6) 0 x 0 .00 .00 Without any exemptions, Total Land Value: 3,232,000 2002 taxes will be 65,541.09 Short Legal PT OF SW 114 OF SE 114 DESC AS BEG HW INTER OF H Description R/W OF DREW ST & W R/W OF OLD COACHMAN RD TH W Building Information http:// pao. co.pinellas.fl.us/htbin/cgi -ser3 ?plus = l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s =4 &... 8/27/2002 Pinellas County Property Appr -' - �r Information: 07 29 16 00000 430 Ol ('" 07 / 29 / 10 / 00000 / 430 / 0100 Page 3 of 5 27- Aug -2002 Jim Smith, CFA Pinellas County Property Appraiser M 13:17 Vacant Parcel Property Use; 000 Land Use, 89 Vacant Extra F+E,aTu =cS Description Dimensions Price Units Value RCO Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE; 0 Map With Property Address (non- vacant) FRFil ®F 777_� http:// pao. co.pinellas.fl.uslhtbinlcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s =4 &... 8/27/2002 Pinellas County Property Appr�' - °r Information: 07 29 16 00000 430 01 ("^ Page 4 of 5 &,'r [3 ="r 1/8 Mile Aerial Photograph http:// pao. co.pinellas.fl.us/htbin/cgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s =4 &... 8/27/2002 Pinellas County Property App 6r Information: 07 29 16 00000 430 06 Page 5 of 5 Pinellas County Property Appraiser Parcel Information Back to Search Page An explanation of this screen http:// pao. co.pinellas.fl.uslhtbinJcgi -scr3 ?plus =l &r= 0 %2E32 &o =1 &a =1 &b =1 &c =1 &s =4 &... 8/27/2002 Mnellas County Property Appr, - Information: 07 29 16 00000 410 01 07 / 29 / 10 / 00000 / 410 / 0100 Page 2 of 4 22- Aug -2002 Jim Smith, CFA Pinellas County Property Appraiser 12:31:37 Non - Residential Property Address, Use, and Sales Comparable sales value as Prop Addr: 651 OLD COACHMAN RD of Jan 1, 2002, based on Census Tract: 267.03 sales from 2000 - 2001: 0 Sale Date OR Book /Page Price (Qual /Unq) Vac /Imp Plat Information 0 /0 01 0 0 ( ) 0000: Book Pgs - 0 10 0/ 0 0 ( ) 0000: Book Pgs - 0 /0 0/ 0 0 ( ) 0000: Book Pgs - 0 10 01 0 0 { } 2002 Value EXEMPTIONS Just /Market: 2,932,400 Homestead: 0 Ownership % 1.000 Historic : 0 Use %: .000 Assessed /Cap: 2,932,400 Tax Exempt '2: 1.000 Other Exempt: 2,932,400 Taxable: 0 Agricultural: 0 2002 Tax Information Land Information District: CU Seawall: Frontage: Clearwater View: 02 Millage: 23.3093 Land Size Unit Land Land Land Front x Depth Price Units Meth 01 Taxes: .00 1) 0 x 0 100, 000.00 30.38 A Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save- Our -Homes 4} 0 x 0 .00 .00 cap, 2002 taxes will be : 5) 0 x 0 .00 .00 .00 6) 0 x 0 .00 .00 Without any exemptions, Total Land Value: 3,038,000 2002 taxes will be 68,352.19 Short Legal PT OF HE 114 OF SE 114 (CARPENTER FIELD) DESC Description FROM NE COR OF SE 1/4 TH W 120FT FOR POD TH S 100FT Building Information http: / /pao.co. pinellas .tl.us /htbin/cgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &u= 0 &p= 07 +2'... 8/22/2002 Anellas County Property Apprr - Information: 07 29 16 00000 410 01 O^ Page 3 of 4 07 129 / 16 / 00000 / 410 / 0100 :01 22- Aug -2002 ,Jim Smith, CFA Pinellas County Property Appraiser 12:31:36 Commercial Card 01 of i Improvement Type: Offices Property Address: 651 OLD COACHMAN RD Prop Use: 413 Land Use: 89 S -t ruaTural E1.emsn -t s Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Stucco Height Factor 0 Party Wall None Structural Frame Concrete Reinforced Roof Frame Reinforced Concrete Roof Cover Built Up /Metal /Gyps Cabinet & Mill Below Average Floor Finish Concrete Finish Interior Finish Masonry Partition Factor 0 Heating & Air None Fixtures 40 Bath Tile None Units Electric Average Area Shape Factor Rectangle i.00 Quality " Average 7) Year Built 1,968 Effective Age 32 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Areas Description Factor Area Units Description Factor Area 1) Base Area i.00 10, 752 7) .00 0 2) .00 0 8) .00 0 3) .00 0 9) .00 0 4) .00 0 1D) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Camma=c:1d1 ExT=i Features Map With Property Address (non- vacant) F+_1 F Fil 41 Flz� M http: // Pao. co. pinellas.fl.uslhtbinlcgi- scr3 ?o= l &a= l &b =1 &c =1 &r= .16 &s= 4 &u= 0 &p= 07 +2'... 8/22/2002 Description Dimensions Price Units 'Value RCO Year 1) ASPHALT 1.00 4,000 0 4,000 999 2) FENCE 3.00 3,400 0 5,100 1,968 3) SHED 1352SF 12.00 1,352 0 7,460 1,968 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 16,560 Map With Property Address (non- vacant) F+_1 F Fil 41 Flz� M http: // Pao. co. pinellas.fl.uslhtbinlcgi- scr3 ?o= l &a= l &b =1 &c =1 &r= .16 &s= 4 &u= 0 &p= 07 +2'... 8/22/2002 ;;. ` inellas County Property Appr r Information: 07 29 16 00000 410 01 Page 4 of 4 Pinellas County Property Appraiser Parcel Information Back to Search Page An explanation of this screen http: / /pao.co. pinellas .fl.us /htbin/cgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s =4 &u= 0 &p= 07 +2'... 8/22/2002 - _--- -� f�° �i�`�� . per' • �e.� -., � s�laZ- � S� Z F� ij`ll 6Q W �. - _--- -� f�° �i�`�� . per' • �e.� -., � s�laZ- � S� Z F� Wells, Wayne From: Garriott, Kevin Sent: Tuesday, June 11, 2002 9:50 AM To: Albee, Rick; Anderson, Duanne; Barker, Brian A.; Carrier, Al; Colbert, Joseph; Cottier, Kristi; Doherty, Steve; Fierce, Lisa; Gluski,Roberta; Hall, Bob; Hays, Robert; Hufford, Diane; kessinger,david; Killian, Karma; Kronschnabl, Jeff; Kurleman, Scott; Kurtz, Timothy; Maran, Robert; Melone, Donald; owens, reginald; Parry, Mark; Schodtler, John; Udoh, Etim; Wells, Wayne Cc: Fierce, Lisa; Bertels, Paul; Bedini, Kathleen Subject: Wednesday meeting 6/12/02 Time: 9:00 Place: P +D Conference room Agenda: 1. plan review 2. (about 9:30) Joe Burdette - Phillies Stadium U1 I x :A, a. CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEA :_NG The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, September 17, 2002, beginning at 2:00 p.m., in the City Commission Chambers, in City Hall, 3rd floor, 112 South Osceola Avenue, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. J.J. Danmar, Inc. are requesting a flexible development approval to increase the required height of an attached dwelling building within the Downtown District from 50 ft to 81.42 ft, as part of a Comprehensive Infill Redevelopment Project under the provision of Section 2 -903 (Proposed Use: A 28 -unit condominium development within a single, 93,672 sq ft, six -story building) at 700 N. Osceola Ave., Sec. 09- 29 -15, M &B 42.04. FLD 2002- 06017 2. Paul A. & Mary H. Gelep, Helen G. Diamandis, Mahi H. Hansen, .ramie Marie Gelev. & Helen A. Gelep are requesting a flexible development approval to reduce the required front (east and south) setbacks along Mandalay Ave. and Papaya St., respectively from 10 ft to zero ft (to building), provide a side (north) setback of zero ft (to building), provide a side (west) setback of 3 ft (to building) and reduce the required number of parking spaces from 57 spaces to zero spaces, as part of a Comprehensive Infill Redevelopment Project under the provisions of Section 2- 803 (Proposed Use: An 11,348 sq ft, single -story retail sales and service establishment) at 442, 444, 448, 450A, 450B & 452 Mandalay Ave. and 26, 28, & 30 Papaya St., Clearwater Beach Island, Lots 80 -85. FLD 2002- 07018 3. Geeenmack Clearwater, LLC are requesting a flexible development approval for the construction/ reconstruction of multi -use docks (52 new slips and replacement of 15 existing slips for a total of 67 dock slips) in association with a 200 -unit residential condominium, with a reduction in the side (west) setback from 52 ft to 44 ft, under the provisions of Section 3 -601 (Proposed Use: 67 dock slips in conjunction in association with a 200 -unit condominium development) at 501 Mandalay Ave., Yacht Basin Sub, Lots 1 -9. FLD 2002 -07020 4. City of Clearwater & Home Depot USA, Inc. are requesting a flexible development approval, as part of a Comprehensive Infill Redevelopment Project, under the provisions of Section 2 -704B and 2- 1404A, to a) Reduce the required side (south and west) setbacks from 10 ft to zero ft (to parking/pavement) within the Commercial District; b) Reduce the required side (south and west) setback from 20 ft to zero ft (to parking/pavement) within the O /SR District; c) Increase the permitted height of a building (stadium) from 25 ft to 49 ft within the Commercial District; d) Increase the permitted height of a building (stadium) from 30 ft to 49 ft within the OS/R District; and e) Decrease the percentage of paved parking provided from 15 percent to 14.2 percent (Proposed Use.: 'Community Sports Complex and Phillies Spring Training Facility of approximately 8,000 seats)_at 21.89�US 19 N - -Sec 07- 29 -16, M &B's 41.01 & 43.01 and The Clearwater Collection 2nd Replat, Lot 1 less rd right -of -way on E. FLD 2002 -07021 -07021 (', o P 01 . Interested parties may appear and be heard at the hearings or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearings. Any person who decides to appeal any decision made by the Board, with respect to any matter considered at such hearings, 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. All individuals speaking on public hearing items will be sworn in. 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, or call (727) 562 -4567. Fes' . �= LL Lisa Fierce Planning Department City of Clearwater P.O. Box 4748, Clearwater, FL 33758 -4748 NOTE: Applicant or representative must be present at the hearing. Cynthia E. Goudeau, CMC City Clerk YOU ARE BEING SENT THIS NOTICE IF YOU ARE THE APPLICANT OR OWN PROPERTY WITHIN 500 FT. OF THE SUBJECT PROPERTY. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN THE CITY CLERK DEPT. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL THE CITY CLERK DEPT WITH THEIR REQUEST AT (727) 562 -4090. Ad: 09/01/02 i pax�s ccceo�+ I 0-Y) FL DEPT ATTN PR 11201. m TAMPA F 336.12 OF TRAHS OPERTY MANAGEMENT MALCOLM MCKINLEY DR _ FL NS �// MANAGEMENT ml, MCK ZNLEY DR FL D � AT' TN MANAGEMENT 1120 MCKZNLEY DR TAMPA-�L FL S ATT MANAGEM�NT MCKZNLEY DR TAMP�~�Lu' 33612 AT ANAGEMENT 11 Knj` MCKZNLEY OR TAt 3 612 �L OF PO 48 CLE�KiAlATER FL �3758 474� MC MAHON FAMZLY PTNSP 11S2 BLENMO0R CT CLEARNATER FL 33764 FL O RP C/0 � PO 3T PETERSBURG`i FL CL PO C TER FL 8 4748 FLORIDA POWER CORP C/0 TAX DEPT CK1G P8 BOX 14042 3T PETERBBUR-�i FL 3 37 ""' 4O4"2'. DAVNA I N V LTU CORP 730 N OLD COACHMAN �LEARNATER FL 33765 2369 COMERFORU, ALI�E I 970 ARVIS CIR � C.LEARNATER FL 3 3764 64�7 - /l / � (3-0 C� � �nn] ~ / c�_/~7_ol � - _` - � - � .�~"� /_/ / =� � | ( \ �� L/ �� �TL/�� ' \ `» / HOME DEPOT, THE PROPERTY TAX DEPT RE # D-2246 PO BOX 10-5842 ATLANTA GA 30 48 5 B4:2 '3LEARWATER C 0 L L E CTION ASSOCIATION 58-58 CENTRAL AVE ST PETERSBURG FL 33707 1728 CLEARWA TZON ASSOC 5858 R E 3T PE�ER � BURQ FL 33707 1728 DAYTON HU0SUH CORP C/8 TARGET CORP T-0653 ATTN: PROPERTY TAX r'PN-09,50 PO BOX 94-56 MINNEAP0LIS MN FL TRANS AT Y MANAG�EMENT 1l A L T. LM MCKZNLEY DR 61� co/}'fq� j 4 (` Park ^p^ U -- A_s « / v-.5-kl e(�a,ru-)a-4,f r/ F[ 3 T7�� CLE Y 0F PO B � CLE�f ATER FL 33758 4748 C PO CU. 1. ATER FL 337-58 4748 FL DEPT OF TRANS ATTN NAGEMENT 1I201 MCKZNLEY DR TAMPA/q�� 33612' PINELLA8 COUNTY � ATTN� ENGiZNEERING DEPT 313 COURT BT CLEARNATER FL 33758 5165 DAVNIA, ZNYE3TMENTS LTO CORP FO 2200 GLAUYB BT LARGO FL 35-3774 1349 TRE , LARRY N OARA3, KALLZOPI 1,647 SAND HOLLOW LH PALM HARBOR FL �4,83 4839 TUROWSKZ, ROB INC 2804 HAMLIH PL PALM HARBOR FL 34684 ABUDI, KHALIL I ABUDZ, CLOTILOA K 2824 LONGLEAF LN PALM HARBOR FL 34684 351.5 FL DEPT OF TRANS ATTN AGEMENT 11301 DR TAMPA111119ARFACKINLEY 33612 FL DEPT UF TR ATTN ABEMENT �l�O MCKINLEY DR TAMP F 33612 PINELLAS COUNTY ATT ZW`/GrPT 31.5 �" J-1 Ile .1 Ill, )r-l" C L E A vmlb -' 33756 5165 PZNELLA C Y ATT NQ R/W D%V 315 � CLE����Y���FL 33756. FL 0E s ATTN r. JEQ MANAGEMENT 112 MCKINLEY DR TAM I Fl.���� 33612 FL DEPT CF T�A ?Pi TTN AGEMENT 11201 PICiTA MCKINLEY DR TAMPA��' L�L� 33612 6403 KAN—DO MARINE RESEARCH � PRODUCTS INC 22067 US HIGHWAY 19 N CLEARNAYER FL 33765 2363 FL DEPT OF Tf NS ATTN: MANAGEMENT 11201 IX.L MCKINLEY 0H TAMPA|��^^ 33612 FLO R CORP C/o T CK1G PO �OX 14042 ST PETERSBURG FL 33733 4O47 RI Y OF CHEVERESAN, NZCOLAE CHEYERESAN° OCTAYZA 2484 SHARKEY R0 CLEARNATER FL 33765 HOME DEPOT THE PO B PROP PT RE # 0246 ATLAfi4/iAi"i 30348 584 C L E A R W,AZTE, REC 0 LLECTION AS 58 L AVE' 8T V�=_7ERSBURG FL 33707 1728 CLE ITY OF PO 48 CLE TER FL 3 37il;Fs 4748, PINELLAS COUNTY ATT 8 R/N DZVZSTO 315 CLE�P��?�� �� 33756 5165 FL DEPT OF TRANS ATT MANAGEMENT 112", M MCKINLEY DR TAM��F���� 33612 FL DEPT OF TRANS ATTN ANAGEMENT 1120 CKINLEY DR TAMP�~�L�� �l 33612 KUNNEN, FRANK C JR 22067 US HIGHWAY 19N CLEARWATER FL 33765 2363 FL DEPT OF WIS AT Y MANAGEMENT 11 In —1 ƒ!M MCKINLEY DR TAM A FL 33612 — [/] ��| . /_{��-b]C���� f�( - 337(,,,S- JONES, � ��'�� 3ONES, THOMAS S JONES, MINH D 3023 KEY HARBOR SAFETY HARBOR FL 34695 5110 �RAH DR S YOCKENFLOSTER 416 DREW ST CLEARWATERFL 33755 4011 INC ALBRO, STANLEY R 2432 SHARKEY RD CLEARWATER FL 33765 2819 DAVNA INVESTMENTS LTD CORP 2200 GLAUYS ST LARGO FL 33774 1349 UARAS, LARRY N DARAS, KALLI8PZ 1647 SAND HOLLOW LN PALM HARBOR FL 34683 4839 CHEVERESAN, NICOLAE CHEVERESAN, OCTAVZA 2484 SHARKEY RD CLEARWATER FL 33765 PZNELLAS CO TY AT O N 31 T CL W4-yE FL 33156 51&5 ST PETERSBURG JR COLLEGE BOARD OF TRUSTEES ^� PO BOX 13489 ST PETERSBURG FL 33733 3489 GUBAR, RALPH K OOBAR, SU-MEZ C/O PINELLAS HOMES INC 35142 US HNY 19 N PALM HARBOR FL s4L~w4-|��� ` DZDDENS, CHARLES DZDDENS, RUTH 175 KRISTEN CT 4 411 PALM HARBOR Fl- 34684 JOHNSON, DAVID L JOHNSON, JEANNE M 501 DORA DR CLEARNATER FL 33765 2716 PRUSZYNSKI, GALE L H 511 DORA DR CLEARNATER FL 33765 2716 ANTONZELLO, FRANK J ANTONIELLO, MIHERVA 601 DORA DR CLEARNATER FL 33765 2718 3T 111111111171R �OLLE�� BOA ES Po ST 3373 COMERFORD" ALICE 1970 ARVIS CIR W CLEARWATER FL 33764 6457 TURONSKZ, RUB INC 2804 HAMLZN PL PALM HARBOR FL 34684 ABUDZ, KHALIL Z ABUDI, CLOTZLDA K 2824 LONGLEAF LN PALM HARBOR FL 34684 3515 VASCONI, SHIRLEY L 2493 ALHAMBRA CT CLEARNATER FL 33761 2624 TRE CL E>-B,1144' ER Y OF PO CL R FL 3 38 FOWLER, RZTA E TRUST 2393 DORA OR CLEARWATER FL 33765 2720 BEDNARSKI, JERRY BE0NARSKI" ZRENE 2217 LANTON R CLEARWATER FL 33764 BENTZ, MARY ELLEN TRE 505 DORA DR CLEARWATER FL 33765 2716 LIN0SEY, MICHAEL J LINDGEY, ELIZABETH B 515 DORA DR CLEARWATER FL 33765 2716 �°����~ -R ,c � , ��m^t.Do-)n`�v�� Ann~`U' A. Qoqq ,9L4a7 Slag k,q /�) r- /�/ -- / � ~~ - CLEARWATER ZTY OF 1100" P0 B O CLEAR FL 33758 d DREW OFFICE PARK CONDO 3 E S PROP INC 2380 DREW ST L 3281 LANDMARK DR CLEARWATER F 3311. CLEARWATER FL 33765 ��l 33761 1909 JES �� INC.' JES PROPERT INC 3�8 K 0R CLE L 3281 � jJI)Ijkli ��EA 3 37 / MARSHALL SCOTT NU��EAR, ROBERT E MARSHALL, KATHARZNA "N 1446 WO8USTREAM DR 14334 MOON FLOWER DR OLDSMAR FL TAMPA FL CLEARWATER FL 33626 2346 34677 4832 FAB HOMES FLORIDA INC: VALTORTA ENRICO E PO BOX 261173 TAMPA FL " VALTORTA, LUCILLE N ��68S Il7� 2380 DREW ST # 7A 35142 US HWY 19 N CLEARWATER FL PALM HARBOR FL 33765 3311 PATTERSON JAMES M , SUOMZNEN JAN V 2380 DREW ST # 7B " CLEARWATER FL �UOMZNEN, SUE A 2341 DORA DR 33765 3311, CLEARWATER FL 33765 2720 TURNER ANN E , HOWARD, WILLIAM B 2347 DORA DR �LEARWATER FL HOWARD, VICKI J 2353 DORA DR 33765 2720 CLEARWATER FL 33765 2720 CHAVIS TRAVIS , WINDSETH SUSAN J CHAVI3 NZ�OLE ~ 23�7 DORA DR NZNDSETH, ERIC H - 2365 DORA DR CLEARWATER FL CLEARWATER FL 33765 2720 33765 2720 CURTS KRISTEN E , BAILEY BEULAH C 2371 DORA DR " 2377 DORA DR CLEARWATER F L 33765 2720 CLEARWATER FL 33765 2720 GOBAR RALPH K , FOWLER RZTA E TRUST GOBAR SU-MEI C/O � "NELLA� " 2393 DORA OR ' - HOMES INC CLEARWATER FL 35142 US HWY 19 N PALM HARBOR FL 33765 2720 34684 1��� UZDDENS CHARLES , BEONARSKZ JERRY DIDDENS RUTH 175 KRISTEN "TEN �T # ~ BEDNARSKZ, IRENE 41I PALM HARBOR FL 2217 LAWTON R CLEARWATER FL 34684 33784 JOHNSON, DAVID L , BENTZ MARY ELLEN TRE JOHNSON JEANNE M ' , S05 DORA DR 501 UUBA DR CLEARWATER FL CLEARWATER FL 33765 2716 33765 2716 PRUSZYNSKZ, GALE L H LZNDSEY MICHAEL J 511 DORA DR " CLEARWATER FL LINDSEY, ELIZABETH 3 515 DORA DR 33765 2716 CLEARWATER FL 33765 2716 MURRAY, CHARLES R MURRAY, JUDZTH A 2346 DORA DR CLEARWATER FL 33765 2719 ROSS, KATHZ 4852 COUNTRY TRAILS DR POLK CITY FL 33868 9O3� KELLY. KEVZI KELLY, SALLY 2350 ELLA PL CLEARNATER FL 33765 27Z2-: PATE, GEORGE 2376 DORA DR CLEARWATER FL 33765 2721 WEBER, VINCENT M WEBER, SHELLEY 2360 DORA DR CLEARWATER FL 33765 2719 MASTENBROOK, CHRISTINE A 2346 ELLA PL CLEARNATER FL 33765 2722 � TUCKER, MARVZN R M TUCKER, NEVA J 2370 DORA DR CLEARWATER FL 33765 2721 W JR ROGER34 JEFFREY R BERSTEIN, DEANNA � 2386 DORA DR CLEARNATER FL 33765 2721 BEACH, PATRICK N BEACH, KATHLEEN A 406 DORA DR CLEARNATER FL 33765 2713 HACKBARTH, THOMAS E HACKBARTH, MAUREEN R 2359 LORENA LN CLEARNATER FL 33765 2727 STERNER" JEFFREY STERNER, ANN M 410 ANNA AVE CLEARNATER FL 33765 2707 BEATTY, HAYDEN D BEATTY, AMY 3 500 DORA DR CLEARWATER FL 33765 2715 J E S PROP INC 32 K DR CL L J � � C E FL TRZZZS, GUS 2365 L0REHA LN CLEAHNATER FL 33765 27Z7 DE GARMO, DENA F 2353 LORENA LN CLEARNATER Fl- 33765 2727 A KAMARA, MARTIN Y KAMARA° AMINATA K 2364 LOBENA LN CLEARWATER FL 33765 2726 WHITMAN, ANN O 2375 ANNA AVE CLEARWATER FL 33765 2712 JE INC �� DR CL FL JEIS 0R 32 R CLE 0F� /�-'�/��� � 337;1 IlV9 PINELLAS COUNTY ATT NG-R/W DIV 315 IDL CLEA Q 33756 5165 BELLA VITA CONDO 198 FERNW8U0 AVE REARWATER FL 33765 FAITH UNITED CHURCH OF CHRIST INC 2401 DREW ST CLEARWATER FL 33765 2816 AssN DLUHY, JOSEPH TRUST NO 198 P 0 BOX 643 SAFETY HARBOR 34695 0643 J TRE DLUHY, JOSEPH J TRE DLUHY, JOSEPH J TRE TRU P8 SAF � , ��lk���R FL TRU - � 54695 064.'.5 P3AFE� �R]R FL 34695 0643 DLUHY JOSEPH J TRE DLUHY, JOSE J TRE TRU TRU ° PO PO SAFE H5!!!R FL -D��/ �AFt�-�'H��BOR FL ��69� O&4� 34695 0643 DLUHY, JOSEPH J TRE DAVlES, NZLKZNS L TRUE,-' 2343 DREW ST P 0 CLEARWATER FL 8AF R FL ' %r'=�' 33765 3309 34691 0643 TUNDZUOR, ALF8HSO WILLIAMS, LARRY L TUNUZDUR, ADALGZSA WILLIAMS, KATHY L 181 PINEWOOD AVE 165 PINEWOOD AVE CLEARWATER FL CLEARWATER FL 33765 3341 33765 3341 PERRET, RONALD BRIDGES, JULIAN K 132 BAYNO8D AVE 148 BAYWUOD AVE CLEARWATER FL CLEARWATER FL 33765 33765 3303 COUCH FAMILY PROPERTIES LTD ' WISE, PATRICIA A 1223 MURRAY AVE 180 BAYNOOD AVE CLEARWATER FL CLEARWATER FL 3375.5 33765 3303 NHZTTLETON, RICHARD E OE MEZA, MARGARET M NHITTLETON, JOANNE 195 BAYWOOD AVE 2351 DREW ST CLEARWATER FL CLEARWATER FL 33765 3304 33765 3309 TZLLEY" MATTHEW A KING, CAROLYN R B TZLLEY MARIA M , WILLIS, PATRICIA L 181 BAYNOOU AVE I65 BAYWOOD AVE CLEARWATER FL CLEARWATER FL 33765 3304 33765 3304 SZNGH, CHUNILALL MAY, DAVID S SZNQH YV�NNE , 3920 S ROOSEVELT BLVD 4112N 149 BAYNOOD AVE KEY NEST FL CLEARWATER FL 33040 2305 33765 3304 3HINGLETOH" CLETUS L SALVADOR, JERONIMO 1I7 BAYW000 AVE SALVADOR MARZELA CLEARWATER FL " 102 FERNW8OD AVE 33765 3304 CLEARWATER FL 33765 GJM 8J 620 BYPASS DR 620 CLEARWATER FL CL kFL 33764 337m4 -_` �J / CONSTANTZNE" GUS M 620 CUNSTANTINE, JOYCE R CLE T � 150 N FERNWOOD AVE CLEARWATER FL 33765 3326 VO, ANH VAN DARAS, PHAN, CUU THZ 1647 162 FERNNOOD AVE N CLEARWATER FL 33785 34O� ZNY LTD CORP MC KINNEY, EDDY MC KZNNEY, ROSE M 1208 LAGOON RD TARPON SPRINGS FL 34689 GZLLIG, GERALD R 125 FERNNOOD AVE N # 4 CLEARWATER FL 33765 3350 Fl - ORIP0 POWER CORP C/O Xl� PO B ST P111R1BURG FL 33733 4042 DAVNA INVESTMENTS LTD CORP 2200 GLADY8 3T LARGO FL 33774 13419 DARAB, LARRY N DARAS, KALLIOPI 1647 SAND HOLLOW LN PALM HARBOR F� 34683 4831,.'-.) CHEYERESAN, NZCOLAE CHEVERESAN, OCTAVZA 2484 SHARKEY RD CLEARNATER FL 3376.5 CLEA T ECTION 58161 AVE ST � FL 3S7O7 it!'', CLEARWATEHR PO BOX 474-1 CL R FL 337 R 4748 CLEARWAT5e,, CITY OF' P0 B 0 X 7 4� CLEAKATER FL 33TIS 4748 DE MAIO, CHRISTOPHER J 214A HOWARD DR BELLEAIR BEACH FL 3378& 3534 KARNS, WILLIAM ENTERPRISES 13328 87TH AVE SEMZNULE FL 33776 NEWSY, NELSON B 5175 ULMERTON HD CLEARNATER FL 33760 DAVNA ZNY LTD CORP 730 N OLD COACHMAN RD CLEARNATER FL 33765 2369 COMERFORD, ALICE TRE I970 ARYZS CZR N CLEARWATER FL 33764 6457 TUROWSKI, RUB INC. 2804 HAMLZN PL PALM HARBOR FL 34684 ABUDI, KHALIL Z ABUDI, CLOTIL0A K 2824 LONGLEAF LN PALM HARBOR FL 34&84 3515 FLORIDA POWER CORP C/ PO 4 ST S- FL 33733 4042 PLANNING DEPARTMENT I TY OF C LEARWATE R POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAX (727) 562 -4865 September 23, 2002 Mr. Kevin Dunbar, Director Parks and Recreation Department City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 RE: Development Order regarding Case FLD2002 -07021 at 601 Old Coachman Road (Clearwater Community Sports Complex and Phillies Spring Training Facility) Dear Mr. Dunbar: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On September 17, 2002, the Community Development Board reviewed your application for Flexible Development request, as part of a Comprehensive Infill Redevelopment Project, to: (1) reduce the required side (south and west) setbacks from 10 feet to zero feet (to parking/pavement) within the Commercial District; (2) reduce the required side (south and west) setback from 20 feet to zero feet (to parking/pavement) within the OS/R District; (3) increase the permitted height of a building (stadium) from 25 feet to 49 feet within the Commercial District; and (4) increase the permitted height of a building (stadium) from 30 feet to 49 feet within the OS/R District, under the provisions of Sections 2 -704B and 2- 1404A. The proposal is to develop the overall site with the Clearwater Community Sports Complex and Phillies Spring Training Facility of 8000 total seats. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Sections 2 -704.B and 2- 1404.A. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3 -913. 3. The development will enhance other redevelopment efforts, will likely function as a "spark plug" to initiate development in the area and expand upon the tourism and family- oriented activity generated by the existing spring training venue at the Carpenter Complex. BRIAN i. AUNGST, MAYOR - COMMISSIONER WHITNEY GRAY, Via MAYOR- COMMISSIONER HOYT HANMILTON, COMMISSIONER FRANK HIBBARD, COMMISSIONER BILL JONSON, COMMISSIONER "EQUAI. EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" September 23, 2002 Dunbar — Page 2 Conditions of Approval: 1. That the City upgrade site D (Joe DiMaggio) prior to the 2006 spring training season. The City shall provide at least 1,200 spaces at this location, with at least 550 spaces to be upgraded with paved drive aisles and a minimum 15 -foot wide landscape area along Drew Street and Old Coachman Road. The balance of the spaces may be on grass spaces (on playing fields); 2. That the City upgrade, with Florida Power's approval, site C with paved drive aisles and a minimum landscape area along Old Coachman Road of 15 feet, as part of a continuous, consistent streetscape; 3. That the player parking area be enhanced with a column and ornamental fence, acceptable to the Planning Department; 4. That a landscape plan for each parking lot be submitted to approved by Staff, prior to the issuance of permits for construction; 5. That should the Pinellas Trail extension within the Florida Power right -of -way be constructed prior to the 2004 spring training season, the sidewalk along the east side of Old Coachman Road may be eliminated and the sidewalk along the west side of Old Coachman Road shall be increased to a minimum width of 10 feet. If the Pinellas Trail extension is not constructed within this timeframe, but is substantially designed with funding assured (within fiscal year 03/04), then its construction may be deferred and a temporary surface should be installed for an interim period. If the trail is neither substantially designed nor funded, five -foot sidewalks should be installed prior to the 2004 spring training season; 6. That the signature landscape display at the intersection of Drew Street and Old Coachman Road be approved by the Planning Department, prior to construction, and installed prior to the 2006 spring training season; 7. That all proposed signage (scoreboard, directionals, temporary, etc.) be approved through a Comprehensive Sign Program by the Community Development Board; 8. That the design of the buildings be consistent with the conceptual elevations submitted to, or as modified by the CDB; and 9. That a revised Master Parking Plan be submitted to staff within 14 days, with corrected parking tabulations and identifying site E (plaza parking). Pursuant to Section 4 -407, an application for a building permit shall be made within one year of Flexible Development approval (September 17, 2003). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Board may grant an extension of time for a period not to exceed one year and only within the original period of validity. Please be aware that the issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. September 23, 2002 Dunbar — Page 3 . In addition, please be aware that an appeal of a Level Two approval (Flexible Development) may be initiated by a property owner abutting the property (which is the subject of the approval) within 14 days of the date of the CDB decision. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expired on October 1, 2002. If you have any questions, please do not hesitate to call Wayne Wells, AICP, Senior Planner, at 727- 562 -4504. Sin erely, Cynthia H. Tarapani, AICP Planning Director IIMS56PDSIPlanning DepartmentlC D BIFLEXIInactive or Finished Applications I Old Coachman 601 Community Sports Complex - Approved101d Coachman 601 Development Order.doc PLANNING DEPARTMENT T 1 OF C L E A R W A 1 E POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 September 23, 2002 Mr. Kevin Dunbar, Director Parks and Recreation Department City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 RE: Development Order regarding Case FLD2002 -07021 at 601 Old Coachman Road (Clearwater Community Sports Complex and Phillies Spring Training Facility) Dear Mr. Dunbar: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On September 17, 2002, the Community Development Board reviewed your application for Flexible Development request, as part of a Comprehensive Infill Redevelopment Project, to: (1) reduce the required side (south and west) setbacks from 10 feet to zero feet (to parking/pavement) within the Commercial District; (2) reduce the required side (south and west) setback from 20 feet to zero feet (to parking/pavement) within the OS/R District; (3) increase the permitted height of a building (stadium) from 25 feet to 49 feet within the Commercial District; and (4) increase the permitted height of a building (stadium) from 30 feet to 49 feet within the OS/R District, under the provisions of Sections 2 -704B and 2- 1404A. The proposal is to develop the overall site with the Clearwater Community Sports Complex and Phillies Spring Training Facility of 8000 total seats. The Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Sections 2 -704.B and 2- 1404.A. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3 -913. 3. The development will enhance other redevelopment efforts, will likely function as a "spark plug" to initiate development in the area and expand upon the tourism and family- oriented activity generated by the existing spring training venue at the Carpenter Complex. BRIAN J. AUNGST, MAYOR- COMMISSIONER WHITNEY GRAY, Via. MAYOR- COMMISSIONER HoYr HAMILTON, COMMISSIONFR FfZANK HIBBARD, COMMISSIONER BII.LJONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AITIRMATIVE ACTION EMPLOYER i:. September 23, 2002 Dunbar — Page 2 Conditions of Approval: 1. That the City upgrade site D (Joe DiMaggio) prior to the 2006 spring training season. The City shall provide at least 1,200 spaces at this location, with at least 550 spaces to be upgraded with paved drive aisles and a minimum 15 -foot wide landscape area along Drew Street and Old Coachman Road. The balance of the spaces may be on grass spaces (on playing fields); 2. That the City upgrade, with Florida Power's approval, site C with paved drive aisles and a minimum landscape area along Old Coachman Road of 15 feet, as part of a continuous, consistent streetscape; 3. That the player parking area be enhanced with a column and ornamental fence, acceptable to the Planning Department; 4. That a landscape plan for each parking lot be submitted to approved by Staff, prior to the issuance of permits for construction; 5. That should the Pinellas Trail extension within the Florida Power right -of -way be constructed prior to the 2004 spring training season, the sidewalk along the east side of Old Coachman Road may be eliminated and the sidewalk along the west side of Old Coachman Road shall be increased to a minimum width of 10 feet. If the Pinellas Trail extension is not constructed within this timeframe, but is substantially designed with funding assured (within fiscal year 03/04), then its construction may be deferred and a temporary surface should be installed for an interim period. If the trail is neither substantially designed nor funded, five -foot sidewalks should be installed prior to the 2004 spring training season; 6. That the signature landscape display at the intersection of Drew Street and Old Coachman Road be approved by the Planning Department, prior to construction, and installed prior to the 2006 spring training season; 7. That all proposed signage (scoreboard, directionals, temporary, etc.) be approved through a Comprehensive Sign Program by the Community Development Board; 8. That the design of the buildings be consistent with the conceptual elevations submitted to, or as modified by the CDB; and 9. That a revised Master Parking Plan be submitted to staff within 14 days, with corrected parking tabulations and identifying site E (plaza parking). Pursuant to Section 4 -407, an application for a building permit shall be made within one year of Flexible Development approval (September 17, 2003). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Board may grant an extension of time for a period not to exceed one year and only within the original period of validity. Please be aware that the issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. w Id September 23, 2002 Dunbar — Page 3 In addition, please be aware that an appeal of a Level Two approval (Flexible Development) may be initiated by a property owner abutting the property (which is the subject of the approval) within 14 days of the date of the CDB decision. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expired on October 1, 2002. If you have any questions, please do not hesitate to call Wayne Wells, AICP, Senior Planner, at 727- 562 -4504. Sin erely, Cynthia H. Tarapani, AICP Planning Director IIMS5clPDSIPlanning Departmen6CD BIFLEXIInactive or Finished Applications101d Coachman 601 Community Sports Complex - Approved101d Coachman 601 Development Order.doc CONSTRUCTION FOR �RWA . . ..... 0 -V- IL-i JL-i A --u- 11 1 � f ID -Pal-,\-NTNu '1-nA-ININU 001 L- u --V-I- A CLEARWA SECTION 7, TOWN Mmr CLUB 0 A-,i FLORIDA 295, RANGE 16E LOCATION MAP_ Y vVvv �._ \(0 / \ / \ / \ /` % \ / \ /� / \� \/ Ho 05 D SPORTS 1 DETENTION fig\ I aw F co PLEX s POND _, +1 1 P I PROPOSED f> F I ,� 5 ® FRONT YARD I Q CL QQ Lf? E . _ e M 11Ll. PENS � a 'G � i SETBACK d � , 1 EXISTING o ( t C� 0 .— � o . F ° / e. (r CC) PONa e ® p s , 1 � rn'�. 6 t { n i 2 I 9 j(t t g t Y I t _ h„ a R5 �5 t I 2 2 r t r i {i 9 j i . .1 i { _ o t i gg t 4 r B , 4 I pp f i r . B { f S a p I FF ♦ 7 ♦ 7 ♦ 7 7 7 7 7 7 7 7 7 iii. ♦11 #1111 #RY 1#S1.i♦11#♦ 1♦ 11 #Z x r r r r r rw rF wrr r r 1t 1. 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OF r PUBLIC WORKS ADMINISTRATION ENGINEERING ! r ■ce CITY OF CLLARWATER. � FLORIDA PUBM WORKS ADL41NISTRATION .� s.�,.�y'i.►�' Vii'!►- ':.�= '''+cry`'!�'`�I >.:,_ ten•_ .rI � � Tf I j j r wl%%i" - • i 'fl�',�r� as .....� t. ENGINEERING 1111.•, / 1 ",: r, , Y Ell c r, ... ... y i aTY OF o i�ir li ra- ,FI rO iD i .. OF r PUBLIC WORKS ADMINISTRATION ENGINEERING ■ce CITY OF CLLARWATER. � FLORIDA PUBM WORKS ADL41NISTRATION .� s.�,.�y'i.►�' Vii'!►- ':.�= '''+cry`'!�'`�I >.:,_ ten•_ .rI � � Tf I j j r wl%%i" - • i 'fl�',�r� .....� i r y r f 1 SECTION i aTY OF o i�ir li ra- ,FI rO iD i .. r I r « • M i r a • ■ce CITY OF CLLARWATER. � FLORIDA PUBM WORKS ADL41NISTRATION .� s.�,.�y'i.►�' Vii'!►- ':.�= '''+cry`'!�'`�I >.:,_ ten•_ .rI � � Tf I j j r wl%%i" - • i 'fl�',�r� .....� i r r f 1 SECTION i aTY OF o i�ir li ra- ,FI rO iD i .. ■ce CITY OF CLLARWATER. � FLORIDA PUBM WORKS ADL41NISTRATION .� s.�,.�y'i.►�' Vii'!►- ':.�= '''+cry`'!�'`�I >.:,_ ten•_ .rI � � Tf I j j r wl%%i" - • i 'fl�',�r� .....� ENGINEERING 1111.•, / 1 ",: r, r f 1 SECTION ,: .. f M V I I d I f UJ _ w JLV C-I L,l1V tSVL' tH ! t n • 1. !.. t J. Anchor Top Bales To Lower Bales 4th 2 2 x 2 x 4 Stakes Per Bale. Anchor Bales With 2 — 2 x 2 x 4 Stokes Per Bole ; ATI L UN _ ELEVATION A I N Application an and Spacing: Th e u se of Types & � bale barriers should be limited ted to the , i aTY OF o i�ir li ra- ,FI rO iD i .. ■ce ar ... . , . .....� ,: .. f M V I I d I f UJ _ w JLV C-I L,l1V tSVL' tH ! t n • 1. !.. t J. Anchor Top Bales To Lower Bales 4th 2 2 x 2 x 4 Stakes Per Bale. Anchor Bales With 2 — 2 x 2 x 4 Stokes Per Bole ; ATI L UN _ ELEVATION A I N Application an and Spacing: Th e u se of Types & � bale barriers should be limited ted to the , .. t• .. .. � rW arlrt: �r OI � MOTE 3 0 MIL P V . C. Non traffic bearing FIL TE RMEDIA MIN. LINER . Chomfer all exposed edges es 4 w . (SEE NOTE BELOW) i- '... CCTt2ATP'Eb CCAC/"9AP A! t111°�LI .. �% � MOTE 3 0 MIL P V . C. Non traffic bearing FIL TE RMEDIA MIN. LINER . Chomfer all exposed edges es 4 w . (SEE NOTE BELOW) i- '... CCTt2ATP'Eb CCAC/"9AP A! t111°�LI .. �% m 4s s,A 0 I PLANT LIST SYMBOL -(COMMON NAME) L DESCRIPTION QUANTITY TREES I.C. Ilex attenuate 'East Palatka(East Palatka Holly) 8'H x 4'Spr., 2"Cal., 25 gal., Full 26 L.M. Logerstroemia indica 'Muskogee(Crope Myrtle) 8'H x 4'Spr., 2"Col., 25 gal. Multi—Trunk, Lavender, Full 33 L.N. Lagerstroernio indica 'Notchez'(Crape Myrtle) 8'H x 4'Spr., 2"Cal., 25 gal. Multi—Trunk, White, Full 8 L.T. Lagerstroernio indica 'Tuskegee'(Crope Myrtle) 8'H x 4'Spr., 2"Cal., 25 gal. Multi—Trunk, Red, Full 31 Q.v. T Quercus virginiona(Live Oak) 16'H x 7'Spr., 4"Cal., 100 gal., Full 5 PALMS P.d. Phoenix dactylifero 'Medjool'(Date Palm) 10'C.T., Matching, Specimen 3 S.r. Serenoo repens'cinerea'(Silver Saw Palmetto) 12-18"H & Spr., 3gal, 36"OC, Full 129 W.r. Washingtonia robusta(Woshington palm) 8-16' C.T., Relocate On—Site(T/P) 8 W.r. Washingtonia robusta(Washington palm) 10' C.T., Specimen 22 W.r. Washingtonia robusta(Washington palm) 14' C.T., Specimen I W.r. Washingtonio robusta(Washington palm) 18' C.T., Specimen 52 21" SHRUBS D.e. Durante erecto(Golden Dewdrop) 24"H x 18"Spr., 3 gal., 30"OC, Full 124 L.H. Ligustrum japonicum 'Howardi'(Gold Tip) 24-30"H x 18-24"Spr., 3 gal., 30"OC, Full 711 N.o. Nerium oleander 'Colypso'(Oleander) 48"H x 30"Spr., 3 gal., 36"OC, Full, Shrub 425 GROUNDCOVER R.i. Rhaphiolepis indica(Indion Hawthorn) 6-8"H & Spr., 1 gal., 24"OC, Full 1,224 T.j. Trachelospemum jasminoides(Confederate Jasmine) 12-18" Spr., 5 Runners min., 1 gal., 30"OC, Full 1,390 Z.f. Zomia floridano(Coontie) 6-8"H & Spr., 1 gal., 24"OC, Full 519 MISCELLANEOUS between the plan and the plant ", the plan shall prevail. Eucalyptus Mulch(Grade B or Better) 3" Depth Min. Provide Estimate CL (n a Pospolum nototum 'Bahia' Sod Weed Free Provide Estimate E c) cL E OL x Soil Amendments Per Details and Specifications Provide Estimate 0 v as a u- Staking and Guying Per Details 140 Trees / 83 Palms J TREE REG?UI TS Existing Tree Caliper To Be Removed - 342 Proposed Tree Caliper Replacement - 364" EXISTING TREES TO BE REMOVED QUANTITY DESCRIPTION CALIPER TOTAL CALIPER 1 SWEETGUM 7" 7" 2 CYPRESS 8- 16" 1 CYPRESS 9" 9" 2 CYPRESS 10" 20" 1 CYPRESS 12" 12" 5 CYPRESS 13" 65" 1 OAK 12" 12" 3 OAK 13" 39" 2 OAK 14" 28" 1 OAK 17" 17" 1 OAK 18" 18" 1 OAK 21" 21" 1 OAK 23" 23" 1 RED CEDAR 7- 7" 1 RED CEDAR 10" 10" 1 BLACKGUM 12" 12" 26 CABBAGE 1" 26" TOTAL TREE CALIPER TO BE REMOVED 342 PROPOSED TREE CALIPER QUANTITY DESCRIPTION CALIPER TOTAL CALIPER 72 CRAPE MYRTLE 2- 144" 26 EAST PALATKA HOLLY 2" 52" 42 _FLIVE OAK 1 4" 168" TOTAL TREE CALIPER TO BE REPLACED 364" NOTE: PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH OR 1-2 INCHES ABOVE FINISH GRADE. -Al I i ­81 :1 10 I _J _J < > UJ M 0 AGRIFORM 10 GRAM C'E'D-M 17C'D TADI C7TC NOTE: PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH OR 1-2 INCHES ABOVE FINISH GRADE. I r • Y. V PRUNE AND TIE FRONDS SPECIFIED PLANTING NO SCARS ON TRUNK PLAINJIT SPACIINK":") DETAIL (SECTIO&NI) ARBORKNOT 5 LAYERS OF BURLAP, TO REMOVE AIR POCKETS. ARBORTIE r AGRIFORM 21 GRAM FERTILIZER TABLETS _J INCORPORATE TERRA-SORB INTO TOP 2/3rds STEEL BANDS. OF PLANTING HOLE. _J Trm"'EE PLANTING D"'ETAIL(2" CALIPER OR LESS 2"X4"X8' WOOD BRACE 0 ui > (MIN. OF 3), TOENAIL TO 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum BATTEN. C> (.0 I-, plant growth 0 2"x2"x10' STAKES " FORM SAUCER Department or Agriculture and Consumer Services, Division of Plant industry "Grades and Standards for Nursery Plants", MULCH (N 0 0 X C < -t CL U_ DRIVEN AT ANGLE, THEN TIGHTENED TO Z m 3. All planting shall be done In accordance with the Florida Nurserymen's and Grower's Associations approved practices. <ZM FORM SAUCER ui Z) 0 VERTICAL (min. 2 stakes) FERTILIZER TABLETS note • 5. _J W W • Y. V PRUNE AND TIE FRONDS SPECIFIED PLANTING NO SCARS ON TRUNK PLAINJIT SPACIINK":") DETAIL (SECTIO&NI) WATER AND TAMP 5 LAYERS OF BURLAP, TO REMOVE AIR POCKETS. 5-2"X4"X16" WOOD BATTEN N.T.-S. (Provided By The AGRIFORM 21 GRAM FERTILIZER TABLETS CONNECTED WITH 2-3/4- INCORPORATE TERRA-SORB INTO TOP 2/3rds STEEL BANDS. OF PLANTING HOLE. Trm"'EE PLANTING D"'ETAIL(2" CALIPER OR LESS 2"X4"X8' WOOD BRACE 0 GENERAL LAND&CAPENCTES (MIN. OF 3), TOENAIL TO 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum BATTEN. C> (.0 I-, plant growth MULCH(3" DEPTH) _J All recommended tress and plant materials will be graded as Nursery Grade No. I or better as outlined bg the Florida FORM SAUCER Department or Agriculture and Consumer Services, Division of Plant industry "Grades and Standards for Nursery Plants", < (N 0 0 X C < -t CL U_ 1th Edition, 11398 as revised from time to time. Z m 3. All planting shall be done In accordance with the Florida Nurserymen's and Grower's Associations approved practices. 4. AGRIFORM 21 GRAM SPREAD FERTILIZER TABLETS note • 5. UNDISTURBED SOIL SPECIFIED PLANTING 5. MIX, WATER AND TAMP PLANT SO THAT TOP OF (f) CL = C) CD 01 TO REMOVE AIR POCKETS. co LAJ __J 2 X BALL DIA. INCORPORATE TERRA-SORB W I ;t_ 0) Co ro. INTO TOP 2/3rds =3 C", OF PLANTING HOLE. HNGTOINPALM PLAN'TING DETAIL SCALE: NOT TO SCALE C-9 ALL 6161FU364MOUNDCOVER TO BE TMAWSULAR SPACM RM FLAW LIST FOR (O.C-) SPACM . . !7V I REVISIONS: I LOW, I a 101IMNINI-slym L Id LO SPECIFIED PLANTING M O V,) 04 N PLAINJIT SPACIINK":") DETAIL (SECTIO&NI) WATER AND TAMP TO REMOVE AIR POCKETS. N.T.-S. (Provided By The AGRIFORM 21 GRAM FERTILIZER TABLETS 2 X BALL DIA. INCORPORATE TERRA-SORB INTO TOP 2/3rds City Or Clearwater) OF PLANTING HOLE. Trm"'EE PLANTING D"'ETAIL(2" CALIPER OR LESS SCALE: NOT TO SCALE GENERAL LAND&CAPENCTES 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum d C> (.0 I-, plant growth Z 2. All recommended tress and plant materials will be graded as Nursery Grade No. I or better as outlined bg the Florida 0) E -a :Z W CL Department or Agriculture and Consumer Services, Division of Plant industry "Grades and Standards for Nursery Plants", < (N 0 0 X C < -t CL U_ 1th Edition, 11398 as revised from time to time. Z m 3. All planting shall be done In accordance with the Florida Nurserymen's and Grower's Associations approved practices. 4. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conjunction with SPREAD note • 5. NOTE: 5. The planting soil (soil amendments) shall be provided and installed per the written specifications. PLANT SO THAT TOP OF (f) CL = C) CD 01 co LAJ __J ROOT BALL IS EVEN WITH O 06 L_J W I ;t_ 0) Co ro. All planting areas shall receive a 311 lager or eur-algptus mulch, which is to be watered-In after installation. =3 C", OR 1-2 INCHES AE30VE Z CD Cn CJ_ FINISH GRADE. C, CL E W 1. The plant material schedule Is presented for the convenience or the Landscape Contractor. In the event or a discrepancy W 0 :Z a 0 Z Z: between the plan and the plant ", the plan shall prevail. FLAG GUY WIRES WITH SURVEYOR TAPE. => CL (n a a. Plants shall meet size, container, ands pacing specifications. An material not meeting specifications shall be removed E c) cL E OL x E Z0 w 0 v as a u- and replaced at the contractor's expense. W r a~ 0 e. All tree and shrub locations are subject to change. All locations shall be approved bg the Landscape Architect ARBORKNOT a < LLJ prior to planting. VID of NC7 W > U L<A- 10. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies r7<:> 0 in the documents or the actual site conditions shall be reported to the Landscape Architect ARBORTIE E CC Q_ < 00 LO '�t 04 In writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report ARBORKNOT MULCH <W r 0 (D such condition, or for errors on the part of the Landscape Contractor at the time or bidding. 0 M: 0 FORM SAUCER =z, . (D LL- _J WW IL The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform 3: 400 6 445) the work set forth In this plan set and the specifications. DUCKBILL MULTI-PURPOSE ANCHOR SYSTEM, MODEL 68-DB1 12. There shall be no additions, deletions or substitutions without the written approval of the Landscape Architect. WITH 30 INCH WIRE ROPE SPECIFIED PLANTING 13. The Landscape Contractor shall guarantee, in writing, plant survivabilitg for a period of twelve (12) months from final MIX, WATER AND TAMP acceptance bg the Owner. AGRIFORM 21 GRAM TO REMOVE AIR POCKETS. IN TERRA-SORB 14, All dimensions to be field-checked bg the Landscape Contractor prior to landscape material installation. Discrepancies shall FERTILIZER TABLETS 2 X BALL DIA. INTO TOP 2/3rds be reported immediately to the Landscape Architect. T OF PLANTING HOLE. 15. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will be bg the Lander-ape Architect with Installation carried out by Landscape Contractor at no additional c rejected proper TREE PLAI"N'TH'NIG" D"ETAIL(GREATER THAN 2" CALIPE 16. Existing sod shall be removed as necessary to acxomodate new plantings. SCALE: NOT TO SCALE 11. Any existing sod areas that are unnecessarily disturbed during the landscape installation shall be resodded to match existing. ]a. The Landscape Contractor will be responsible for the collection, removal, and proper disposal or any and all debris generated during the Installation of this project. 13. Refer to the written specifications for additional performance standards. Written specifications and plans constitute a set. Neither is complete without the other. I REVISIONS: I LOW, I a 101IMNINI-slym L Id LO M O V,) 04 N c) 00 00 C:) C) rs mmu C D CIO at C) ­t a CC) CN co C) O CO a> = 0 1 M C .2 4- 0 C) C14 4- d C> (.0 I-, Z C= 0 C5 0) E -a :Z W CL < (N 0 0 X C < -t CL U_ Z m ❑ W > wLJ LJ CC 0 M (f) CL = C) CD 01 co LAJ __J 04 LO C4 O 06 L_J W I ;t_ 0) Co a) C= 1 0 =3 C", Z CD Cn CJ_ Co M to CC) C'4 to `", C, CL E W > 0 W 0 :Z a 0 Z Z: => CL (n a o V) :Z E c) cL E OL x E Z0 w 0 v as a u- Q> W UJI (n 0 W ;Z F- LLJ U L<A- 0 0 LO E CC Q_ < 00 LO '�t 04 00 rn C,4 Cn (D ro 0 fo C14 a 00 0 (D C3 ._0 1 1 1-1 0 C P0 0 M: 0 (D LL- 0 o 3: 400 6 445) c) CL Q r1% 0 U2 Q. I REVISIONS: I LOW, I a 101IMNINI-slym L Id rs I REVISIONS: I LOW, I a 101IMNINI-slym L Id PART 1 - GENERAL 1,01 SCOPE OF WORK A. The CONTRACTOR shall furnish all materials, equipment, tools, transportation, services, and labor required for the complete installation of trees and plants of the species, size and quality in the locations indicated on the drawings or as approved by the LANDSCAPE ARCHITECT. 1.02 RELATED WORK REQUIREMENTS A. The Contract Documents include, but are not limited to, the following related requirements, if applicable. 1. irrigation System included in Section 02284. 2. Well and Pump included in Section 02285. 3. Sodding included in Section 02932. 4. Seeding included in Section 02933. 1.03 SUBMITTALS A. Submit to the LANDSCAPE ARCHITECT for approval, shop drawings and complete written maintenance instructions for each type of plant furnished under the Contract. B. Submit representative samples of any and all required accessory planting materials as approved by the LANDSCAPE ARCHITECT. 1.04 GUARANTEE A. The CONTRACTOR shall famish a written guarantee warranting all materials, workmanship and plant material. B. During the guarantee period, the CONTRACTOR shall replace at no cost to the OWNER, any plant required under the Contract that dies or is not established at the end of the guarantee period. All replacement plants shall be of like size and kind of the plants removed. C. The CONTRACTOR is not responsible for the replacement of plant material damaged through acts of vandalism or acts of nature, such as frost, flooding, fire etc. D. Trees and Palms shall be guaranteed for a period of 365 days after final acceptance. Replacement trees and palms shall be guaranteed for an additional 365 days. E. Shrubs, vines, and ground covers shall be guaranteed for 365 days after final acceptance. Replacement plant material shall be guaranteed for an additional 365 days. 1.05 STANDARDS A. All trees, shrubs and plants shall be true to name as established by the American Joint Committee on Horticultural Nomenclature publication 'Standard Plant Names ". The designated authority for the identification of all materials shall be the two publications of L H. Bailey, Hortus iI and Manual on Cultivated Plants, and all specimens shall be true to type, name, etc., as described herein. 1.06 QUALITY CONTROL A. All plants shall be nursery grown and shall comply with all required inspection grading standards, and plant regulations as set forth in the Florida Department of Agriculture, and 'Grades and Standards for Nursery Plants ", including revisions. B. The minimum grade for all trees and shrubs shall be Florida No. 1 unless otherwise Indicated and oil plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall have healthy, well developed root systems and shall be free of disease and insect pests, eggs or larvae. Plant material indicated as specimen shall be graded as Florida Fancy per "Grades and Standards for Nursery Plants ". C. All plants shall conform to the measurements specified or indicated on the drawings. Plants larger than specified may be used but use of such plants shall not increase the contract price. The spread of roots or ball of earth for larger plants shall be increased in proportion to the size of the plant. D. The quantities indicated on the plant list are intended as a guide for comparison bidding end does nor relieve the CONTRACTOR from providing a comprehensive material take off. in the event that a discrepancy occurs between the quantities listed in the plant list and the quantities indicated on the plan, the quantities indicated on the plan shall govern, and the contractor shall notify the LANDSCAPE ARCHITECT of the discrepancy. E. Substitutions will be permitted only upon submission of sufficient proof that any plant is not obtainable and upon authorization of the LANDSCAPE ARCHITECT. Under no circumstances shall unauthorized substitutions be included in the bid proposal and breakdown. 1.07 PLANT DESIGNATION A. With reference to methods of cultivation, root system status, etc., plants for landscaping shall be classified under the following designations: 1. Balled and Burlopped: Plants so classified shall be dug with firm natural root boll of earth, of sufficient diameter and depth to include most of the fibrous roots. The root ball of these plants shall be property wrapped with burlap sack material and remain protected and wet until they are planted. All bailed and burlopped plants which cannot be planted immediately upon delivery shall be set on the ground and shall be well protected with soil, wet moss or other acceptable material. The plants shall be set with the burlap cover intact and with the burlap showing, until inspection. At final inspection the burlap shah be cut away to ground level and then completely covered with son. All trees having cracked or broken balls and showing rope or cable damage or other improper handling will not be accepted. a. As a specific requirement, balled and burlopped materials, 1.5' or more in caliper, shall be root pruned at least 45 days before being dug and such fact shall be certified on accompanying invoices. Where, in the opinion of the LANDSCAPE ARCHITECT following his inspection of the growers stock, adequate root pruning is being obtained by the growers general cultivating practices, he may consider such fact as meeting this requirement. 2. Wired Balled and Buriapped: Plants grown in soil of a loose texture which does not readily adhere to the root system shall have sound hog wire placed around the burlopped ball before the plant is removed from the excavation. The wire shall be looped and tensioned until the burlopped ball is substantially packaged so as to prevent loosening of the son around the roots during handling. Wire baited and burlopped plants shall otherwise comply with the requirements for boiled and burlopped plants described above. 3. Container Grown Plants: Container grown plants shall have been grown in a container large enough and for sufficient time for the root system to have developed well enough to hold the son together firm and whole. No plants shall be loose in the container. Plants which have become pot bound or for which the root system is too large for the size of the container, will not be acceptable. a. All containers shall be cut and opened fully, in a manner such as will not damage the root system. Container grown plants shah not be removed from the container until immediately before planting, when all due care shalt be taken to prevent damage to the root system. b. Container grown plants with excessive roots shall be root pruned with a sharp sterile toot in four equally spaced areas around the circumference of the root ball, to disrupt the circular pattern of the roots. Loosen the roots adjacent to the cut roots to encourage root spread. 4. Palms: All plants of the Poimocea Family shall have the roots adequately wrapped before transporting except when they ore container grown, Burlopping will not be required if the palm is carefully dug from marl or heavy son that adheres to the roots and retains its shape without crumbling. During transporting and after arrival, root balls of palms shall be carefully protected from wind and exposure to the sun. Palms not planted within 12 hours after delivery to the job site, shall have their root ball covered with a moist material and the palm bud shall not be allowed to dry out. Q. Transporting of palms shall be executed in accordance with the provisions for Heavy Trunk Palms, as prescribed in 'Florida Grades and Standards for Nursery Plants, Part li ". 5. All plants shall be dug and handled in a manner that will not cause any damage to the branches, shape, and future development of the plants. All plants shall be handled so that roots are adequately protected at all times from drying out and from injury. The balls of balled plants that cannot be planted immediately on delivery shall be well protected with soil or other acceptable material. Bare root plants shall be planted or healed -in immediately upon delivery. Trees moved by winch or crane shall be thoroughly protected from chain marks, girdling or bark slippage by means of burlap, wood battens or other approved method. Canopy trees, such as oaks, shall be defoliated prior to being transported, if so directed by the LANDSCAPE ARCHITECT. 1.08 TRANSPORTATION AND INSPECTION A. Plant transportation shall comply with all Federal, State, County, and City regulations therefore and upon delivery at the site. All plants shall be inspected for conformity to the specifications and for handling damage. Rejected plants shall be immediately removed from the site and replaced with acceptable plants by the CONTRACTOR. 1.09 FIELD ENGINEERING A. The CONTRACTOR shall be responsible for oil field engineering required for the proper installation of all work within this section of the Contract. 1.10 PERCOLATION TESTS A. The CONTRACTOR shall provide percolation tests as may be directed by the LANDSCAPE ARCHITECT as follows: 1. Wait at least 24 hours after rain and dig test pit 12 inches square or 13 1/2 inches in diameter to depth of bottom of plant bed and remove all loose soil. (if standing water is visible, notify the LANDSCAPE ARCHITECT). 2. Quickly fill pit bottom with 6 inches (approximately 3 1/4 gallons) of water. 3. Record length of time from filing until disappearance of water and divide number of minutes by 6 to give average time of 1 inch fall. 4. Compare 1 inch fail time with the following table: 1 inch in 0 -3 minutes indicates rapid absorption. 1 inch in 3 -5 minutes indicates medium absorption. 1 inch in 5 -30 minutes indicates slow absorption. 1 inch in over 60 minutes indicates impervious soil. B. Planting shall not begin until planting area drainage has been approved by the LANDSCAPE ARCHITECT, 1.11 ABBREVIATIONS B &B Boiled and Burlopped B.R. Bare Root Bi. Bloom Col. Caliper Cn. Container C.T. Clear Trunk measured from the top of the ball to the first branching of fronds. C.W. Clear Wood DBH. Diameter at Breast Height E.C. Egg Can Esp. Espoliered F. Full F.F. Florida Fancy F.G. Field Grown Gal. Galion Container G.B. Grow Bag H. Height of foliage above the root ball. H.B. Hanging Basket Hvy. Heavy L. Lerio Container (10 got.) Ln, Liner Milt. Multiple Ms. Multi -stem OA. Overall height measured from the top of the ball to the midpoint of the current season's growth. PPP. Plants per pot, Pts. Pint Container Ots. Quart Container R.C. Rooted Cuttings Sc. Sculpture Shcg. Seedling Sh. Shade Grown Sri. Sun Grown Sp. Specimen (shall be Florida Fancy) Spr. Spread Std, Standard Tf. Tree -form Vor. Variety W. Width of plant material. PART 2 - PRODUCTS 2.01 MATERIALS A. Planting Mix for lanting holes shall be 'Landscape Mix" as provided by Hillary Peat Company, f800) 608 -3276, or equivalent. 'Landscape Mix" shall consist of sixt (60) percent Florida Fibrous Peat, twenty (20) percent Compost, and twenty (20� percent Sand. B. Fertilizer - Agriform, 20 -10 -5, 10 gm and 21 gm fertilizer planting tablets, manufactured by the Scotts Company. C. TERRA -SORB AG, moisture retaining polymer, as manufactured by Industrial Services International, Inc. D. Mulch type is specified in the Plant List and shall not contain sticks larger than 1/4 inch in diameter, stones or other foreign material that will prevent the eventual decay of the mulch necessary for its complete effectiveness. E. Duckbill, multi - purpose anchor system, Model 68-OB1, with thirty (30) inch wire rope, manufactured by Foresight Products, Inc. F. Arbortie, 3/4 inch wide, green, flat woven polypropylene material, manufactured by Deep Root Partners, L.P. PART 3 - EXECUTION 3.01 LAYOUT OF PLANTINGS A. Locations for plants and outlines of areas to be planted are indicated on the plans and shall be mocked on the ground by the CONTRACTOR and approved by the LANDSCAPE ARCHITECT before any excavation or planting is executed. 3.02 PROTECTION OF PLANTING AREAS A. Before excavations are made, precautionary measure shall be taken to protect all turf areas that ore to be trucked over and upon which soil is to be temporarily stacked and beds that are to be preserved shall be barricaded in a manner to afford effective protection during planting operation. 3.03 HERBICIDE TREATMENT A. Eradicate all existing gross and weeds by treating with "Round -Up" or approved equal. The CONTRACTOR shall follow the MANUFACTURER's instructions for mixture rotes and application rates. Planting bed preparation shall not begin until all of the existing grass and weed vegetation is kilted. 3.04 UNDERGROUND OBSTRUCTIONS A. The CONTRACTOR will be responsible to secure underground locations from the public utility companies, such as telephone, electricity, cable TV, etc. B. in the event that rock, underground construction work, utility lines or obstructions out of the ordinary ore encountered in any plant pit excavation, alternative locations shall be selected by the LANDSCAPE ARCHITECT. Where locations cannot be moved, and the obstructions may be removed, the obstruction shall be removed to a depth of not less than 3 feet below grade and not less than 6 inches below bottom of balls or roots when the plant is properly set at the required grade 3.05 EXCAVATION OF PLANT HORS A. All planting hoes shall have straight vertical sides and flat horizontal bottoms. The diameter of the planting hole shall be 2 times the diameter of the rootboil. 3.06 SETTING OF PLAN r, A. When lowered P,�to the planting hole, the plant shall rest on virgin soil, so that the to of the rootbali is level, i, or 1 to 2 inches above the existing finished grade. The CONTRACTOR, when setting plants into the holes, shall make allowances for any anticipated settling of the plants. B. Backfill around the rootbali with a mixture of 50 percent planting mix and 50 percent nature soil. The natural soil shall be free of course sand, stones, lumps, sticks or foreign materials that might be harmful to plant growth. The bockRI soil shall be watered -in and rodded to eliminate air pockets, after 50 percent flied and 100 percent filled. During the backfill process, the Contractor shall incorporate Terra -Sorb and Agriform into the planting holes. Terra -Sob shall be placed into the top 2 /3rds of each planting hole at the rates recommended below. Terra -Sorb shall NOT be placed directly under the plant rootboil. Agriform AG, 20 -10 -5, 10 gm and 21 grn fertilizer tablets shall be placed evenly around the plant rootbali. Tablets shall be pieced at the mid -depth point of the plant pit at the rate recommended below. Do NOT place Agriform tablets directly in contact with the plant roots. Plants shall be kept in a moistened condition for the duration of the planting operation period. AGRIFORM & TERRA -SORB APPLICATION RATE SCHEDULE PLANT SIZE AGRIFORM TERRA -SORB AG 1 gal. 2(10gm) tablets 1/3 oz. 3 got. 5(10gm) tablets 3/4 oz. 7 gal. 3(21gm) tablets 1.5 oz. 10 gat. 5(21 gm) tablets 2 oz. 15 gal. 7(21gm) tablets 3 oz. 25 gal. 12(21gm) tablets 5 oz. 30 gal. 15(21gm) tablets 6 oz. 45 gal. 18(21gm) tablets 7.5 oz. B &B a 4 "cat. 12(21gm) tablets 5 oz. B &B > 4 "col. 20(21gm) tablets 8 oz. Palms 12(21 gm) tablets 5 oz. C. A watering saucer shall be made around all trees and palms and shall remain through the warranty period, at which time the CONTRACTOR shall remove the excess soil forming the saucer. Acceptable excess excavated topsoil shall be used to form saucers around plants or spread uniformly over low areas or otherwise disposed of as approved by the LANDSCAPE ARCHITECT. Excess soils not required or not suitable for the above usage shall be disposed of by the CONTRACTOR. 3.07 STAKING AND GUYING A. Plants shall be staked in accordance with the following provisions: i. Trees: All trees other than palm trees shall be staked or guyed based on the trees size. Refer to the Tree Planting Details for specific staking and guying information. Remove all stakes and guys at the end of the warranty period. 2. Palm Trees: Palms shall be braced with three 2 inch by 4 inch wood braces, toenaled to cleats which ore securely banded at three points to the palm, at a point 1/3 the height of the trunk. The trunk shalt be padded with five layers of burlap under the cleats. Braces shall be approximately 120 degrees apart and secured underground by 2 inch by 4 inch by 24 inch stake pads, as directed by the LANDSCAPE ARCHITECT. 3.08 PRUNING A. Make all cuts with a sharp sterile instrument, flush with the trunk or adjacent branch in such a manner as to insure the elimination of stubs. "Headback" cuts at right angles to the line of growth will not be permitted and trees will not be accepted. B. All broken or damaged roots shall be cut off smoothly in a manner complying with standard horticultural practice. At the time pruning is completed, all remaining wood shall be alive. 3.09 MULCHING A. Within one week after planting, mulch material, shall be uniformly applied to a minimum loose thickness of 3 inches over the entire area of the bockfiled hole or bed. The mulch shall be maintained continuously in place until the time of final inspection. Existing trees and shrub areas to remain shall be mulched to a depth of 2 inches. 3.10 EXISTING VEGETATION A. Protect designated vegetation to remain with a temporary wooden fence not less than 3 feet in height composed of lumber made of no less than 2 inch by 2 inch for shielding of existing vegetation from the movement of construction equipment, debris and /or fill B. Protect against insects rind disease, injury or damage, including cutting, breaking or skinning of roots, trunks or branches, smothering by stockpiled construction materials, excavated materials or vehicular traffic within the branch spread. Repair vegetation damaged by construction operations in a manner acceptable to the LANDSCAPE ARCHITECT. C. Where building or paving occurs within the branch spread, the CONTRACTOR shalt root prune those roots affected by the construction. Roots shall be cleanly pruned to an elevation deep enough to avoid tearing of the roots 18 inches beyond the excavation area. D. Replace vegetation scheduled to remain that ore damaged beyond repair by construction operations, as determined by the LANDSCAPE ARCHITECT, with vegetation of similar size and species, at no additional cost to the OWNER. E. Prune dead limbs and /or fronds, and clean up existing vegetation to remain unless otherwise shown or noted on the Drawings. 3.11 EXISTING TREES A. Protect designated trees to remain with a temporary wooden fence not less than 3 feet in height composed of lumber made of no less than 2 inch by 2 inch for shielding of existing trees from the movement of construction equipment, debris and /or fill. B. Protect against insects and disease, injury or damage, including cutting, breaking or skinning of roots, trunks or branches, smothering by stockpiled construction materials, excavated materials or vehicular traffic within the branch spread. Repair trees damaged by construction operations in a manner acceptable to the LANDSCAPE ARCHITECT. Repair damaged trees promptly to prevent progressive deterioration caused by damage. C. Where building or paving occurs within the branch spread, the CONTRACTOR shall root prune those roots affected by the construction. Roots shall be cleanly pruned to a elevation deep enough to avoid tearing of the roots 18 inches beyond the excavation area. Interfering branches of trees scheduled to remain may be removed by a professional orbonst when acceptable to the LANDSCAPE ARCHITECT. D. Measure the soil pH around the existing trees to remain and maintain some throughout construction. E. Replace trees scheduled to remain that ore damaged beyond repair by construction operations, with trees of simlar size and species, at no additional cost to the OWNER. If the tree is too large to replace, then the OWNER will be reimbursed for the tree. Cost for tree replacement shall be determined In accordance with the Tree Evaluation Formula as described in "A Guide to the Professional Evaluation of Landscape Trees, Specimen Shrubs and Evergreens". published by the International Society of Arboriculture. F. Selectively prune existing trees in designated areas, under the direction of the LANDSCAPE ARCHITECT. Remove sucker shoots, dead, rubbing and damaged branching. G. Water disturbed existing trees every week until final acceptance. Water thoroughly with a fine mist sprinkler head, soaker hose or hose at a tow flow rate over the entire drip line area as required to allow water to penetrate to a depth of 12 to 18 inches. H. Clearing and grading adjacent to existing trees: 1. Treat area with Round -Up" herbicide using MANUFACTURER's recommendations for mixing and application. 2. Use hand methods for grubbing inside the drip line of trees to remain. Strip gross materials to a maximum depth of 1 Inch under tree canopies. Carefully till or scarify existing grade to a depth of 1 inch. 3. Consult with LANDSCAPE ARCHITECT prior to grading operations around existing trees to remain. 4. Perform grading within barricaded areas of existing trees to remain by hand methods to elevations indicated. 5. Cut roots cleanly to depth of 3 inches below proposed finish grade. 1. Filling adjacent to existing trees: 1. Minor fills of 4 inches or less: Fill with topsoil; hand grade to required finish grade elevation. 2. Moderate fills of 12 inches or less: Place a layer of 3/4 to 1 1/2 inches crushed stone or gravel on grade, at 1/2 of the n height, but not less than 3 inches. Cover drainage fill with polypropylene lit ter fabric. Fill remaining depth with sandy loam topsoil; hand grade to required finish grade elevations. Do not place topsoil fill in contact with the tree trunk; maintain a minimum of 18 inch radius from the tree trunk of undisturbed natural grade. 3. Fill over 12 inches but less than 18 Inches: Place a layer of 3/4 to 1 1/2 inch crushed stone or gravel on grade. Extend stone or gravel fill to the drip line of the tree and to within 4 inches of the required finish grade. Cover the drainage fill with polypropylene filter fabric. FII remaining depth with sandy loam topsoil; hand grade to required finish grade elevation. Do not place topsoil fill in contact with the tree trunk: maintain a minimum of 18 inch radius from the tree trunk of undisturbed natural grade. Provide 4 inch the drainage system and vents. 4. Deep fills over 18 inches: Place a 4 inch depth of 1 to 2 inch crushed stone or gravel fill on grade, extending to the outer branch drip lire around the tree branch perimeter. Cover with 3/4 to 1 inch crushed stone or gravel to within 6 inches of the required finish grade. Cover droincga ,i,1 with polypropylene niter fabric. Fill the remaining depth with sandy loam topsoil; hand grade to required finish grade elevation. Do not place earth fill in contact with tree trunk; maintain 18 inch radius of bndisturbed natural grade. Provide tile drainage system. J. Utilities installation adjacent to existing trees: 1. Proposed utility lines for water, irrigation, electric, telephone and sanitary sewer lines shall be tunneled through the roots of the existing trees to remain when realignment is not on acceptable alternative. 2. Waste water sewer lines shall be aligned to avoid the drip line of existing trees to remain. if the above is not possible, then the tree or trees shall be root pruned prior to trenching. 3.12 TREE RELOCATION A. Transplant trees designated for relocation to locations shown on the Drawings. Prune, dig, ball and buriop, move and plant in accordance with specified tree planting requirements. B. Prune, dig, ball and burlap, and move designated tree for relocation to the designated plant storage area for healing in of materials until final planting areas are prepared. C. Maintain plants in storage areas by bracing plants in vertical position and setting bolls in an enclosed berm of topsoil or bark. Water as needed to maintain adequate root moisture. D. Reburtap plant balls if required before final transplanting operations. E. Move to final locations shown on the Drawings and plant in accordance with specified tree planting requirements. 3.13 MAINTENANCE A. Maintenance snail begin immediately after each plant is planted and shall continue until final acceptance by the OWNER. Plants shall be watered, mulched, weeded, pruned, sprayed for insects, disease and fungus, fertilized, cultivated and otherwise maintained and protected. B. The following maintenance shall be provided by the CONTRACTOR until the end of the guarantee period: the resetting of settled plants to proper grade position, restoring planting saucers and removal and replacement of dead or unacceptable material. (Rays shall be kept tightened and repaired. Defective work shall be corrected within two weeks of notification, C. Upon acceptance of the landscape installation the CONTRACTOR shalt supply the OWNER with a complete and adequate maintenance program to be followed during and after the guarantee period. D. The CONTRACTOR shall make frequent inspections on the job during the guarantee period to determine if proper maintenance is being given. E. it shall be understood that in accordance with the terms of the guarantee that the CONTRACTOR must promptly inform the OWNER if proper maintenance is not being given to the installation. Such notice shall be in writing outlining corrective measures to be taken with a copy to the LANDSCAPE ARCHITECT. 3.14 FINAL INSPECTION A. At the time of final completion, an inspection of plants will be made by the LANDSCAPE ARCHITECT upon written notice requesting such inspection, submitted by the CONTRACTOR at least five days before the anticipated inspection. All defects discovered shall be repaired or replaced by the CONTRACTOR within two weeks. 3.15 CRANING UP THE Si7E , A. Upon completion of the project, the CONTRACTOR must thoroughly clean up the project site, removing ell equipment, unused materials, detrimental material, and surplus excavated material. The CONTRACTOR shalt provide a neat and uniform site. All damaged or altered existing structures, as a result of the landscape work, shall be corrected by the CONTRACTOR at no expense to the OWNER, END OF SECTION b- .4- •- LO O §a i` rn 00) ro r cv N O � .. * i, � SECTION 02932 Z Z Z to 00 O O SODDING m m 0 K) � M t� O PART 1 - GENERAL w O to O 1,01 SCOPE OF ` C2A m c `-' r'3 A. The CONTRACTOR shall furnish all labor, material, equipment and incidentals Z:= C - Z 16- ED Drawings and as specified. as B. Sod shall be provided in all disturbed areas. ® O C Q Z 1.02 SUBMITTALS r rq Q 0 J 'd. - = (D 0 'Q 'st CL F- G_ A. Provide technical data for shop drawings on all materials or installation procedures W N required under this Section. LLJ UJ Z ❑ O B. Submit representative topsoil samples for analysis by a private laboratory to W determine nutrient deficiencies and outline a proper fertilization program. Copies Z of the test results shall be provided to the LANDSCAPE ARCHITECT. Based on j W Z tests performed by the CONTRACTOR, the soil conditioners shall be as specified ir V W or as recommended by the LANDSCAPE ARCHITECT. M t0 PART 2 - PRODUCTS M C14 LO 2.01 SOD � � IM (D G A. Sod shall be as specified on the plans and are as follows: 'Bahia' I rPq N n 0 M 5 Co � N try 5, 1. Pospolum notatum of firm texture having a compacted growth and Z , 1 good root development as approved. Gross sod shall be viable, clean, free of n > O M 00 o noxious pests and capable of vigorous growth and development, 2. Stenotophrum 'Floritam W rye � � m M ,, CV 0. secumdotum , sand grown, of firm texture having a LL° O N L_ to �% p compacted growth and good root development as approved. Gross sod shall W W 0 M be viable, clean, free of noxious pests and capable of vigorous growth and F- ,` _ p Z c development. W ®Z = Q S0 * C •,. U B. Sod shall be certified to meet Florida State Plant Board specifications, absolutely � 0 . t7 0 •® true to varietal type, and free from weeds or other objectionable vegetation, p���qq 1 to (D Z0 CL E E fungus, insects and disease of any kind. t/? Z O E 0 , C. Before being cut and lifted the sod shall hove been mowed 3 times with the final O z W U W a <- v w v I F- r ~ f- U 0 mowing not more than a week before cutting into uniform dimensions. Z V) 2.02 SOiL CONDITIONERS W w J A. Fertlizer. -u Q 1. Fertilizer shall be a complete fertilizer, the elements of which are derived Z ti Q from organic sources. Fertlizer shall be a standard product complying v with State and Federal fertilizer laws. _j l2 C 2. Percentages of nitrogen, phosphorus and potash shall be based on T � � o laboratory tests on soils outlined in Paragraph 1.02E and approved by the LANDSCAPE ARCHITECT. For to N purpose of bidding, assume 6 percent i nitrogen, 6 percent phosphorus and 6 percent potash by weight. At least a) M N m C 50 percent of the total nitrogen shall contain no less than 3 percent water - Pr �, U o t0 ON w tor= 'o insoluble nitrogen. 3. Fertilizer shall be delivered to the site, mixed as specified, in the original V E ` v -p ,,.,, I Z Q 0 'C- .- r7 0 ' unopened standard size bags showing weight, analysis, and the name of M _0 d .Zr L LL_ 0 MANUFACTURER. Containers shall bear the MANUFACTURER's d? rn h guaranteed statement of analysis, or a MANUFACTURER'S certificate of .a p ,,. 0 compliance covering analysis shall be furnished to the LANDSCAPE Ct .�0. 0 � . ARCHITECT. Store fertilizer in a weatherproof place and in such a i- 0 0 Z 3 ®%.3. manner that it will be kept dry and it's effectiveness will not be impaired. � N B. Superphosphate shall be composed of finely ground phosphate rock as commonly for �C C � w U as o rJ --6 Z used agricultural purposes containing not less than 20 percent available acid. V O 0L -0 O phosphoric d H . PART 3 - EXECUTION 3.01 LAWN BED PREPARATION A. Areas to be sodded shall be cleared of all rough grass, weeds, and debris, and the ground brought to an even grade as approved. B. Provide soil tests along with recommendations for amending the lawn area soils. E" t The lawn area amendment procedure when required shall be as follows: 1. The sal shall be thoroughly tilled to a minimum 8 -inch depth. F ... q 2. Apply superphosphate at a rate for bidding purposes of 5 pounds per 1000 foot fertilizer for 16 square and complete at a rate bidding purposes of 1,000 foot r �.J pounds per square shall be evenly distributed over entire area and cross- disced in to a depth of 4 -6 inches. 3. 3. The areas mail then be brought to proper grade, free of sticks, stones, roots, �{ -A w or other foreign matter over 1 -inch in diameter or dimension. The surface shall conform to finish grade, less the thickness of sod, free of water- retaining depressions, the soil friable and of uniformly firm texture. 3.02 SOD HANDLING AND INSTALLATION W A. During delivery, prior to planting, and during the planting of the town areas, the sad shall at all times be from excessive drying and unnecessary panels protected the to the All be during exposure of roots sun. sod shall stacked construction and planting so as not to be damaged by sweating or excessive heat and moisture. �� rT) U g B. After completion of son conditioning as specified above, sod panels shall be told tightly together so as to make a solid sodded lawn area. There shall be no overlap �{ of butts or sides. On mounds and other slopes, the long dimention of the sod shat[ be laid to the contour of the slope. Immediately following sod laying the CA W parallel lawn areas shall be rolled with a lawn roller customarily used for such purposes, then thoroughly pi-1 Q, and watered. C. No has been for than 72 hours be sod which cut more shall used unless specifically authorized by the LANDSCAPE ARCHITECT after the LANDSCAPE ARCHITECT's inspection. Any sod which is not planted within 24 hours after cutting shall be stacked in on approved manner and maintained property moistened. D. Bring the sod edge in a neat, clean manner to the edge of all paving end shrub areas. Top dressing with approved, clean, weed free, sand may be required at no to the OWNER if deemed necessary by the LANDSCAPE (A additional cost ARCHITECT. r�l h_-! E. Sodding shall not be performed when weather end soil conditions ore, in the LANDSCAPE ARCHITECT's opinion, unsuitable for proper results. � �j F. Areas on which sod is to be placed shall contain sufficient moisture to prevent drying out CONTRACTOR shall keep sod moist to the full depth of the rooting zone for a minimum of two (2) weeks after installation. 3.03 MAINTENANCE A. The CONTRACTOR shall produce a dense, well established lawn. The CONTRACTOR shall be responsible for the repair and resoding of all eroded or bare spots until project acceptance. Repair sodding shall be accomplished as in the original work except that fertilizing may be omitted. B. Sufficient watering shall be done by the CONTRACTOR to maintain adequate (7) moisture for optimum development of the town areas. Sodded areas shall receive V 1 no less that 1.5 inches of water per week. M C. All sod that does not grow within fifteen days after installation shall be replaced by a Chi C�o � "Zt the CONTRACTOR. The gross must be green and actively growing in a healthy DO a) manner. � V) 00 D. Further maintain lawns by mowing, fertilizing, weeding, rolling, regrading and � ri N replanting as required to establish a smooth acceptable lawn; free of eroded or i-111, V) bare areas. Monitor the son pH and take appropriate steps to establish a neutral condition. V) l r-i C;%� E. Lawn Maintenance shall continue until final acceptance of the t­ P-4 (" /""'1 � In project. ^ \_-, F. Upon acceptance of the town installation the CONTRACTOR shall supply the OWNER end adequate to be followed � Q N with a complete maintenance program ®,ii .,1 during and after the guarantee period. G. The CONTRACTOR shall make frequent Inspections on the job during the guarantee period to determine if proper maintenance is being given. W Z ®`0 0 ® ,-a O H. It shall be understood that in accordance with the terms of the guarantee that the M 'c" X M _C� Cd CONTRACTOR must inform the OWNER if proper maintenance is not being p, p-! given to the Installation. Such notice shall be in writing outlining corrective 4i 4­4 measures to be taken with a copy to the LANDSCAPE ARCHITECT. N 3.04 REPAIRS TO LAWN AREAS DISTURBED BY CONTRACTOR'S OPERATIONS ' A. Lawn areas planted under this Contract and town areas outside the designated areas damaged by CONTRACTOR's operations shall be repaired at once by proper sod bed preparation, fertilizing and resoding, in accordance with these specifications, except that lawn areas in existence at the time of construction shalt be resodded with the type of sod originally in existence. 3.05 GUARANTEE REVISIONS: A. The CONTRACTOR shall furnish a written guarantee warranting all materials and workmanship. 1. Sod shall be guaranteed for a period of 365 cloys after final acceptance. B. Any replacement work shall conform to these specifications including an extended guarantee period. �;,% iflf >ffff END OF SECTION `� a 7r ' ro m r ,re e -1 a , ,em* p� r 9 , R I o� R. L ii , „ 1. ` _ , �. 1Q Su ;1� r , . e y • §a i` 141461 _ .. * i, ry �. n ._. _ _ �. ...� ..� �.. v. ry �, _ � _. .--- r. m� � _ .. _ WEST ELEVATION, ELEVATION A5-1-1/C CLEARWATER PHIIII.T.FS SPRINO TRAINING FACILITY SPORT+VENUE+EVENT OUTH ELEVA TION, ELEVATION A RE: ELEVATION A5-1 -1 /A FOR TYPICAL MATERIAL NOTES r SOUTH ELEVATION, ELEVATIONA5-1-2/A RE: ELEVATION A5-1-2 /A & B FOR TYPICAL MATERIAL NOTES � wix annex +vrvue +RVCmr � I . � . I � I � . � . , I I . � I I I � , i, � . � - � � . I I ) , I " � i I . ­_ � "- I I , I I I" I � 11 I � I I I � � I I I I I I I I" I I � I I I ", I I 1 ', , " � '', , '' " - ,. 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I - '' , * A pro Training it, aL,.111t , I : I i-les S ing y I and Ph 0 I'd 0 1 1 i 1�1 . , �, 0 l , 11 , CIVIL ENGINE'),-Z . fl A '9-%'% T G _' CHARLOME EM"INEERINU &SUITI'VITIM1 9 INC. BUT�ARD, #206 609 TAMPA, FLORIDA "t I I rp 1"� V-1 IT _T T-1 I I M "ACKAG S11h, Dhvh10"r`MENt r f% ^ ku"CTOBER 11, 2uu2 PLUBING ENGINEER BRED"SON & ASSOCIATES 111 �� 43 EET, SUITE 21 I in IRAYTOWN, MISSOURI 64133 I I --------- ,�_ I I I � CIVIL � . � . CO-1 . GEWEIZAAL NOTES & SPECIFICATION C2-1 MASTER SITE PLAN SITE pLAN-PIAYER'S PARMNG & HALF KACITCE FIE1LXD C2-2 C2-3 ITE pLAN-SpORTS COMPLEX & PLAYING ,71ELD SIT C2-4 SITE PLAN-VI.P. & HANDICAP PARMNG ­)T C3_1 � MASTER PAVING, GRADING & DRAINAGE I �A 0-2 PAVING, GRADING & DRAINAGE PLAN- PLAYER'S PARIaNG & HALF PRAOCE I'lliAA C3_3 PAVING, GRADING & DRAINAGE PLAN- I SPORTS COMM & PIAYING FIELD C3-4 PAYING, GRADING & DRAINAGE PLAN- I Vj.p. & HANDICAP PARKING LOT C3_5 CIVIL DETAILS 1 C3_6 CIVII, DETAILS : I C4-1 UTILITY PLAN ; C4-2 I UTDJrY DETANIIIS I , CIVIL ENGINE'),-Z . fl A '9-%'% T G _' CHARLOME EM"INEERINU &SUITI'VITIM1 9 INC. BUT�ARD, #206 609 TAMPA, FLORIDA "t I I rp 1"� V-1 IT _T T-1 I I M "ACKAG S11h, Dhvh10"r`MENt r f% ^ ku"CTOBER 11, 2uu2 PLUBING ENGINEER BRED"SON & ASSOCIATES 111 �� 43 EET, SUITE 21 I in IRAYTOWN, MISSOURI 64133 ERE -BID SUBMITTAL THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH THE CONDITIONS FOR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A WRITTEN LIST OF ALL PERMITS AND COPIES THEREOF, AND CAREFULLY REVIEW ALL PLANS, SPECIFICATIONS, AND PERMITS PREVIOUSLY SECURED ON BEHALF OF THE OWNER. IN CASE OF ANY DISCREPANCY EITHER IN PERMIT DOCUMENTS, PLANS, DRAWINGS, OR SPECIFICATIONS, THE CONTRACTOR MUST PROMPTLY SUBMIT A "WRITTEN CLARIFICATION REQUEST" TO THE OWNER, WHO WILL PROMPTLY FORWARD SAME TO THE ENGINEER WHO WILL MAKE A DETERMINATION IN WRITING. THE CONTRACTOR MUST VERIFY EXISTING FACILITY INFORMATION, AND ALL DESIGN /PERMIT DATA REQUIRED FOR WORK THAT IS TO CONNECT WITH EXISTING FACILITIES. ANY DISCREPANCIES BETWEEN THE CONTRACT REQUIREMENTS AND THE EXISTING CONDITIONS MUST BE REFERRED TO THE OWNER, IN WRITING, FOR AN ENGINEERING DETERMINATION. ANY FURTHER ADJUSTMENT DUE TO FAILURE BY THE CONTRACTOR TO IDENTIFY THE RELATED DISCREPANCY, WILL BE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY LICENSES AND ADDITIONAL PERMITS, AND FOR COMPLYING WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, CODES, AND REGULATIONS IN CONNECTION WITH THE PERFORMANCE OF THE WORK. CONSTRUCTION SAFETY AND LIABILITY THE CONTRACTOR MUST TAKE PROPER SAFETY AND HEALTH PRECAUTIONS TO PROTECT THE WORK, THE WORKERS, THE PUBLIC, AND THE PROPERTY OF OTHERS. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS DELIVERED AND WORK PERFORMED UNTIL COMPLETION AND ALL ACCEPTANCES HAVE BEEN OBTAINED. THE CONTRACTOR SHALL MAINTAIN TRAFFIC DURING CONSTRUCTION IN ACCORDANCE WITH "THE STATE OF FLORIDA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES." THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO PERSON OR PROPERTY THAT OCCURS AS A RESULT OF HIS NEGLIGENCE. THE CONTRACTOR MUST SAVE HARMLESS AND INDEMNIFY THE OWNER AND CHARLOTTE ENGINEERING AND SURVEYING, INC., ITS OFFICERS, REPRESENTATIVES, AND EMPLOYEES FROM ALL CLAIMS, LOSS, DAMAGE, ACTIONS CAUSES OF ACTION, AND /OR EXPENSES RESULTING FROM, BROUGHT FOR, OR ON ACCOUNT 0 ANY PERSONAL INJURY OR PROPERTY DAMAGE RECEIVED OR SUSTAINED BY ANY PERSONS OR PROPERTY GROWING OUT OF, OCCURRING, OR ATTRIBUTABLE TO ANY WORK PERFORMED UNDER OR RELATED TO THIS CONTRACT, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENT ACTS OR OMISSIONS OF THE CONTRACTOR, ANY SUBCONTRACTOR, OR ANY EMPLOYEE, AGENT, OR REPRESENTATIVE OF THE CONTRACTOR OR ANY SUBCONTRACTOR, PRE -CONS TION THE OWNER SHALL SECURE PRIOR TO CONSTRUCTION A PROFESSIONAL LAND SURVEYOR TO PERFORM AN "AS- BUILT" SURVEY OF ALL COMPLETED IMPROVEMENTS, THE OWNER SHALL ALSO SECURE PRIOR TO CONSTRUCTION A PROFESSIONAL ENGINEER TO PROVIDE THE APPROPRIATE SERVICES NEEDED IN ORDER TO CERTIFY TO ALL APPLICABLE REGULATORY AGENCIES THAT THE IMPROVEMENTS WERE CONSTRUCTED IN SUBSTANTIAL COMPLIANCE WITH ALL APPLICABLE PERMITS AND APPROVALS. THE OWNER SHALL 'COORDINATE A ' PRE - CONSTRUCTION MEETING WITH THE ENGINEER, SURVEYOR, CONTRACTOR, TESTING LAB, UTILITY COMPANIES, AND APPROPRIATE REGULATORY AGENCIES. THE CONTRACTOR SHALL PROVIDE A SHOP DRAWING SUBMISSION SCHEDULE FOR ALL PROJECT MATERIALS AND COMPONENTS, THE CONTRACTOR SHALL NOT INITIATE CONSTRUCTION OF ANY PORTION OF THE IMPROVEMENTS UNTIL THE SHOP DRAWINGS HAVE BEEN REVIEWED AND APPROVED FOR THAT PORTION BY THE ENGINEER. THE OWNER, CONTRACTOR, ENGINEER AND UTILITY COMPANY SHALL ALSO DISCUSS AL DOCUMENTATION REQUIRED FOR CONTRIBUTED FACILITIES TRANSFER FROM THE OWNER /DEVELOPER TO THE UTILITY COMPANY UPON PROJECT COMPLETION, UNLESS OTHERWISE SPECIFIED BY THE UTILITY COMPANY, THE FOLLOWING DOCUMENTS SHALL BE PROVIDED: DOCUMENTS REQUIRED FOR CONTRIBUTED FACILITIES FROM DEVELOPER TO UTILITY COMPANY: 1. UTILITY EASEMENT(S): MUST BE RECORDED AT COUNTY CLERK OF COURT OFFICE BEFORE SUBMITTING TO UTILITY. 2, EASEMENT ACKNOWLEDGEMENT, 3, AFFIDAVIT. 4. RELEASE OF LIEN. 5, BILL OF SALE. 6, ASSIGNMENT OF RIGHTS UNDER UTILITY AGREEMENT: WHEN PROPERTY HAS BEEN TRANSFERRED TO A NEW. OWNER, 7, DESCRIPTION OF FACILITIES: A SHORT EXPLANATION DEPICTING WHAT HAS BEEN CONSTRUCTED. 8, DETAILED COST OF CONSTRUCTION; MUST INCLUDE INDIVIDUAL ITEMS OR APPURTENANCES, UNIT COST AND TOTAL COST OF'EACH. DO NOT INCLUDE WATER SERVICE LINES OR SEWER LATERALS, 9. RECORD DRAWINGS (AS- BUILT): MUST BE SIGNED AND SEALED BY ENGINEER OF RECORD, SUBMIT A REPRODUCIBLE MYLAR AND TWO COPIES OF PRINTS. 10, F,D.E.P, APPLICATION(S). N { 11, INSPECTION REPORT(S). 12. PRESSURE TEST REPORT(S). 13, INFILTRATION EXFILTR;;T +o, t TEST REPORT(S), INCLUDING VIDEO TAPES AND LAMPING REPORTS, 14. LIFT STATION INSPECTION (START -UP) REPORT(S) AND EQUIPMENT SHOP DRAWINGS. 15. BACTERIOLOGICAL TEST REPORT(S). 16. ENGINEER'S CERTIFICATE OF SUBSTANTIAL COMPLETION TO F•D.E.P, 17, SYSTEM(S) ACCEPTANCE LETTER(S) FROM F,D.E,P. NOTES: ITEM 1 -8 TO BE SUPPLIED BY OWNER, ITEMS 9 -17 TO BE SUPPLIED BY ENGINEER OF RECORD. UNLESS OTHERWISE SPECIFIED -BY THE UTILITY, THE CONTRACTOR SHALL NOTIFY 'THE SUPERINTENDENTS OF THE WATER, GAS, SEWER, TELEPHONE, AND POWER COMPANIES, 10 DAYS IN ADVANCE, THAT HE INTENDS TO START WORK IN A SPECIFIC AREA, THE OWNER AND ENGINEER DISCLAIM ANY RESPONSIBILITY FOR THE SUPPORT AND PROTECTION OF SEWERS, DRAINS, WATER LINES, GAS LINES, CONDUITS OF ANY KIND, UTILITIES OR OTHER STRUCTURES OWNED BY THE CITY, COUNTY, STATE OR BY PRIVATE OR PUBLIC UTILITIES LEGALLY OCCUPYING ANY STREET, ALLEY, PUBLIC PLACE, RIGHT -OF -WAY, OR EASEMENT, PROJECT SIGN THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A CONSTRUCTION PROJECT SIGN AT A LOCATION DIRECTED BY THE OWNER, CHARLOTTE ENGINEERING AND SURVEYING, INC. SHALL PROVIDE A SEPARATE SIGN FOR INSTALLATION BY THE CONTRACTOR AT THIS LOCATION. THESE SIGNS SHALL BE ERECTED WITHIN 15 DAYS AFTER RECEIVING A NOTICE TO PROCEED. UPON PROJECT COMPLETION, THE CONTRACTOR SHALL REMOVE THESE SIGNS AND RETURN TO CHARLOTTE ENGINEERING AND SURVEYING, INC. THEIR SIGN. ENVIRONMENTAL PROTECTION DURING CONSTRUCTION PROTECTION OF LAND RESOURCES- EXCEPT IN AREAS IDENTIFIED ON THE PLANS TO BE CLEARED, THE CONTRACTOR MUST NOT DEFACE, INJURE, OR DESTROY TREES OR SHRUBS OR REMOVE OR CUT THEM WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. IN THE ABSENCE OF A CLEARING PLAN, AREAS SHOWN FOR IMPROVEMENTS SHALL BE CLEARED UNLESS NOTED OTHERWISE, PROTECTION OF WATER RESOURCES -IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INVESTIGATE AND COMPL YWITH ALL APPLICABLE FEDERAL, STATE, REGIONAL, COUNTY, AND MUNICIPAL LAWS CONCERNING POLLUTION OF WATER RESOURCES. ALL WORK MUST BE PERFORMED IN SUCH A MANNER THAT OBJECTIONABLE CONDITIONS WILL NOT BE CREATED IN PUBLIC WATERS RUNNING THROUGH, OR ADJACENT TO THE PROJECT AREA. 1. EROSION AND SEDIMENT CONTROL -ALL PRACTICABLE AND NECESSARY EFFORT SHOULD BE TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION AND THE TRANSPORT OF SEDIMENT TO SURFACE DRAINS, SURFACE WATER, OR ONTO OTHER PROPERTY BY ANY OR ALL OF THE FOLLOWING METHODS A. STORMWATER FACILITIES ARE TO BE BUILT AS EARLY IN THE CONSTRUCTION PHASE AS POSSIBLE TO ENSURE THE TREATMENT OF STORMWATER RUNOFF, TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, HOWEVER, SUCH AS BERMS, SEDIMENT BASINS, GRASSING, SODDING, SAND BAGGING, BALED HAY OR STRAW, FLOATING SILT BARRIERS, STACKED SILT BARRIERS, ETC, MUST BE PROVIDED AND MAINTAINED UNTIL THE PERMANENT FACILITIES ARE COMPLETED AND OPERATIONAL. B. RE- VEGETATION AND STABILIZATION OF DISTURBED GROUND SURFACES SHOULD BE ACCOMPLISHED AS SOON AS POSSIBLE, C, FULL COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES, D. PROHIBIT THE USE OF ANY CONSTRUCTION EQUIPMENT THAT LEAKS EXCESSIVE AMOUNTS OF FUEL, OIL, OR HYDRAULIC FLUID, 2. ALL DISTURBED AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, EXCEPT RETENTION AREAS, AND SHALL BE STABILIZED BY SODDING, EXCEPT WHERE SEEDING AND MULCHING ARE CALLED FOR ON THE PLANS. THE LATEST VERSION OF THE F,D,O.T. ROAD AND BRIDGE SPECIFICATIONS SHALL BE USED, UNLESS MORE RESTRICTIVE LOCAL SPECIFICATIONS EXIST, PROTECTION QR FISH AND 1MLDLIFE THE CONTRACTOR MUST AT ALL TIMES PERFORM ALL WORK IN A WAY AND TAKE SUCH STEPS AS REQUIRED TO PREVENT ANY INTERFERENCE WITH OR DISTURBANCE TO FISH AND WILDLIFE, THE CONTRACTOR SHALL NOT ALTER WATER FLOWS OR OTHERWISE DISTURB NATIVE HABITATS AND JURISDICTIONAL WETLANDS LOCATED WITHIN AND /OR ADJACENT TO THE PROJECT AREA. RECORDING AND PRESERVING HISTORICAL AND ARCHEOLOGICA.�DS ALL ITEMS HAVING ANY APPARENT HISTORICAL OR ARCHEOLOGICAL INTEREST THAT ARE DISCOVERED IN THE COURSE OF ANY CONSTRUCTION ACTIVITIES MUST BE CAREFULLY PRESERVED, THE CONTRACTOR MUST LEAVE THE ARCHEOLOGICAL FIND UNDISTURBED AND MUST IMMEDIATELY REPORT THE FIND TO THE OWNER SO THAT THE PROPER AUTHORITY MAY BE NOTIFIED, EARTHWpRK 2 2 -07 TESTING D D, J 1 CONSTRUCTION TOLERANCES 1. G GENERAL A A. THE CONTRACTOR WILL PROVIDE THE SERVICES OF A TESTING LABORATORY TO 1 1, CONTRACTION JOINTS INDICATED ON DRAWINGS, OR AS REQUIRED, SHALL BE T THE FOLLOWING ARE THE ALLOWABLE DEVIATIONS FROM PROJECT DESIGN GRADES AND A. E EROSION AND CONTROL MEASURES T PERFORM SPECIFIED TESTS, INSPECTIONS, INSTRUMENTATION AND INSPECTION OF P PLACED PERPENDICULAR TO THE FINISH GRADE OF THE CONCRETE. JOINTS G GRADIENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONFIRM AND DOCUMENT B. C COMPACTION TESTS B THE WORK, S SHALL BE CUT TO A DEPTH OF 1/4 OF THE SLAB THICKNESS BY CUTTING WITH C COMPLIANCE WITH THESE TOLERANCES PRIOR TO PROCEEDING FROM ONE PHASE OF C. S SOILS CLASSIFICATION TESTS 1 B. TESTS OF MATERIALS SHALL BE AS FOLLOWS: A AN EDGING TOOL HAVING A 1/4 INCH RADIUS OR BY SAWING WITH A BLADE C CONSTRUCTION TO THE NEXT: D. P PRESERVATION PLANS M 1, SOIL CLASSIFICATION: ONE TEST FROM EACH TYPE OF P PRODUCING A CUT NOT LESS THAN 1/8 INCH IN WIDTH, SAW JOINTS WITHIN • •Is STORMWATER MIANAGEMENT/DRAINA FACILITIES 1 -02 SITE EXAMINATION 2 MATERIAL ENCOUNTERED AND /OR PROPOSED TO BE USED, 4 4 TO 6 HOURS OF CONCRETE PLACEMENT. A A. PERIMETER CONTAINMENT BERM: A. B BEFORE SUBMITTING BIDS, CONTRACTORS SHALL INFORM( THEMSELVES AS TO • A 2. LABORATORY TESTS FOR MOISTURE- CONTENT AND DENSITY 2 2, EXPANSION JOINTS SHALL BE PLACED WHERE INDICATED ON DRAWINGS, OR AS M MINIMUM ELEVATION = DESIGN GRADE LOCATION AND NATURE OF THE WORK, CHARACTER OF EQUIPMENT AND FACILITIES E ACCORDING TO AASHTO T -180: ONE TEST FOR EACH MATERIAL R REQUIRED, USING 1/2 INCH THICK PREFORMED EXPANSION JOINT MATERIAL, M MAXIMUM ELEVATION = DESIGN GRADE + 0,10 FOOT ENCOUNTERED AND /OR PROPOSED TO BE USED, A ANCHOR WITH APPROVED DEVICES TO PREVENT DISPLACEMENT DURING B B. WATER CONTROL STRUCTURE: Associate Structural Engineer uildini Independence , 1! North 6th Street ' Philadelphia, Bredson & Associates Audio /Video Consultant 13714 Gamma Rd., Ste. 114 Dallas, Texas 75244 1�- � <� E-4 P4 W Cn R , g p.' 0­4 C4 < w U con E___q U SITE DEVELOPMEN I OCTOBER 1 1, 200 Ti AMiil 2w, General Notes and Specific .ations r,= v 1. I v a 11 @Copyright HOK Sport, INC 2002 SITE DEVELOPMEN I OCTOBER 1 1, 200 Ti AMiil 2w, General Notes and Specific .ations r,= v 1. I v a 11 @Copyright HOK Sport, INC 2002 0 WOOD WOOD WOOD TEL 122'-4" GAS MARKS WOOD WOOD METAI_ TRANSFORMER 6"MAPLE 6"MAPLE CONC CONC. BRIDGE "T' R. tl SIGN 3 I nn INF( II EXISTING 14 II I WO 1-91 109 SPACES POND 10 03 II WAT 34 SPACES WARNPOSI REGULAR SPACES 132 SPACES TOTAL V.I.P. & H.C. PARKING PROVIDED 166 SPACES e it II it HANDICAP SPACES 2SPACES �71 II 5SPACES PLAZA PARKING PROVIDED it OFF-SITE PARKING J ro AWN BY: REGULAR SPACES 1400 SPACES WELL TOTAL OFF-SITE PARKING PROVIDED 1400 SPACES TOTAL PARKING PROVIDED 1682 SPACES DESCRIPTION U tl A NEW 8,000 SEAT SPORTS COMPLEX WITH ASSOCIATED PARKING AND A SWM FACILITY. ItSUE DATE: co ZONING CLASSIFICATION osi?, & C II FLOOD ZONE DESIGNATION ZO NTE X; ZONE AE-EL. 23' it F.I.R.M. PANEL No. 125096 0010 D EXISTING CYPRESS TREE REV.: AUG. 19, 1991 5.05'27'56"W 79.92' UTILITIES WATER CITY OF CLEARWATER U UTILITIES WASTEWATER CITY OF CLEARWATER 'VIWATE ��RNPOST UTILITIES ELECTRICAL FLORIDA POWER . 4 �j , W 100,0V 11,11118' UTILITIES TELEPHONE VERIZON 0 lu I (F) `.89*47'45"/",x, _!- CITY OF CLEARWATER INFO 5.09 BUILDING U U SERVICE LEVEL .33,856 S.F. Master S*ate Plan MAIN LEVEL 31,122 S.F. SUITE LEVEL 19,874 S.F. TOTAL BUILDING 84,852 S.F. w F.A.R. = 0.11 I.S.R. CALCULATION ;0 AREA OF F.P.C. ROW 101,053 S.F. 01 TOTAL 860,068 S.F. IMPERV. AREA 343,453 S.F. (INCL. F.P.C. ROW) BUILDING 152,510 S.F. PARKING 98,362 S.F. in PARKING IN F.P.C. ROW 56,087 S.F. SIDEWALK/PLAZA 36,494 S.F. I.S.R. = 40% (INCL. F.P.C. ROW) LEGEND DENOTES ASPHALT PAVEMENT DENOTES CONCRETE PAVEMENT DENOTES CONCRETE WALKS/PATHS P (1) DENOTES NO. OF PARKING SPACES DENOTES HANDICAP PARKING Lo A 12� 3: C6 CNI J_ SIGN 3 I nn METAL' P "6s 11 105 SPACES 14 II I WO 1-91 109 SPACES HANDICAP RAMP 12:1 MAX. 10 03 HANDICAP SPACES 34 SPACES REGULAR SPACES 132 SPACES N HANDICAP SPACES 4 SPACES REGULAR SPACES 105 SPACES KEYPLAN TOTAL PLAYER PARKING PROVIDED 109 SPACES HANDICAP RAMP 12:1 MAX. V.I.P. & HANDICAP PARKING HANDICAP SPACES 34 SPACES REGULAR SPACES 132 SPACES TOTAL V.I.P. & H.C. PARKING PROVIDED 166 SPACES PLAZA PARKING EXISTING HANDICAP SPACES 2SPACES �71 REGULAR SPACES 5SPACES PLAZA PARKING PROVIDED 7 "TACES OFF-SITE PARKING J ro AWN BY: REGULAR SPACES 1400 SPACES TOTAL OFF-SITE PARKING PROVIDED 1400 SPACES TOTAL PARKING PROVIDED 1682 SPACES DESCRIPTION U A NEW 8,000 SEAT SPORTS COMPLEX WITH ASSOCIATED PARKING AND A SWM FACILITY. ItSUE DATE: co ZONING CLASSIFICATION osi?, & C SWEET GUM OR MAPLE FLOOD ZONE DESIGNATION ZO NTE X; ZONE AE-EL. 23' F.I.R.M. PANEL No. 125096 0010 D EXISTING CYPRESS TREE REV.: AUG. 19, 1991 ct iN-, UTILITIES WATER CITY OF CLEARWATER U UTILITIES WASTEWATER CITY OF CLEARWATER UTILITIES ELECTRICAL FLORIDA POWER UTILITIES TELEPHONE VERIZON SOLID WASTE CITY OF CLEARWATER F.A.R. CALCULATION BUILDING U U SERVICE LEVEL .33,856 S.F. Master S*ate Plan MAIN LEVEL 31,122 S.F. SUITE LEVEL 19,874 S.F. TOTAL BUILDING 84,852 S.F. SITE AREA 759,015 S.F. (EXCLUDES F.P.C. ROW) F.A.R. = 0.11 I.S.R. CALCULATION TOTAL SITE AREA 759,015 S.F. AREA OF F.P.C. ROW 101,053 S.F. TOTAL 860,068 S.F. IMPERV. AREA 343,453 S.F. (INCL. F.P.C. ROW) BUILDING 152,510 S.F. PARKING 98,362 S.F. PARKING IN F.P.C. ROW 56,087 S.F. SIDEWALK/PLAZA 36,494 S.F. I.S.R. = 40% (INCL. F.P.C. ROW) LEGEND DENOTES ASPHALT PAVEMENT DENOTES CONCRETE PAVEMENT DENOTES CONCRETE WALKS/PATHS (1) DENOTES NO. OF PARKING SPACES DENOTES HANDICAP PARKING SP0RT+VENUE+IEVENT HOK SPORT. INC. Audio/Video Consultant 13714 Gamma Rd., Ste. 110 Dallas, Texas 75244 SITE DEVELOPMENT PACKAGE OCTOBER 11, 2002 .`ACKAGE KEYPLAN HANDICAP RAMP 12:1 MAX. PROJECT NO. ISSUED BY: CHARLOTTE ENG. EXISTING PINE TREE' �71 f fo-0259-00 0 J ro AWN BY: REVIEWED BY: U c F E.S. D.M.V. U Z ItSUE DATE: co EXISTING SWEET GUM OR MAPLE EXISTING CYPRESS TREE c ct iN-, HEST TITLE: U U U Master S*ate Plan SITE DEVELOPMENT PACKAGE OCTOBER 11, 2002 .`ACKAGE @ Copyright HOK Sport, INC 2002 KEYPLAN HANDICAP RAMP 12:1 MAX. PROJECT NO. ISSUED BY: CHARLOTTE ENG. EXISTING PINE TREE' �71 f fo-0259-00 J ro AWN BY: REVIEWED BY: EXISTING OAK TREE F E.S. D.M.V. Z ItSUE DATE: EXISTING SWEET GUM OR MAPLE EXISTING CYPRESS TREE ct iN-, HEST TITLE: 0. Master S*ate Plan Y @ Copyright HOK Sport, INC 2002 METAL 4-1- ,1110 0 D ri P WOOD WOOD TL L E 122'-4" GAS MARKER WO 0 D PROPOSE SEATING .BERM �b rLA POLE )REBOARD./ 6' CLF MI MI SPORT+VENUE+EVENT HOK SPORT,INC. Architecture, Engineering, Planning, Interiors, Facility Programming 323 W 8th Street, Suite 700 Kansas City, Missouri 64105 Mwoo: k&M(a EANG COLE CHERRY BBQH Associate Architect, Structural Engineer Federal Reserve Bank Bung Independence Mall West 100 North 6th Street Philadelphia, Pennsylvania 19106-1590 Bredson & Associates Mechanical Engineer 9503 E 63rd Street, Suite 214 Raytown, MO 64133 Charlotte Engineering & Survp�inq, Inc Civil Engineer I 10 S. Hoover Blvd., Ste 206 Tampa, I'L 33609 WJHW Audio/Video Consultant 13714 Gamma Rd., Ste. 110 TrILm T*vve 7r%19AA F.A.R. CALCULATION BUILDING SERVICE LEVEL 33,856 S.F. MAIN LEVEL 31,122 S.F. SUITE LEVEL 19,874 S.F. SITE DEVELOPMENT TOTAL BUILDING 84,852 S.F. PACKAGE OCTOBER 11, 2002 SITE AREA 759,015 S.F. (EXCLUDES F.P.C. ROW) PACKAGE F.A.R. = 0.11 REVISIONS NO. DATE DESCRIPTION I.S.R. CALCULATION TOTAL SITE AREA 759,015 S.F. AREA OF F.P.C. ROW 101,053 S.F. TOTAL 860,068 S.F. IMPERV. AREA 343,453 S.F. (INCL. F.P.C. ROW) BUILDING 152,510 S.F. PARKING 98,362 S.F. PARKING IN F.P.C. ROW 56,087 S.F. SIDEWALK/PLAZA 36,494 S,F. I.S.R. = 40% (INCL. F.P.C. ROW) LEGEND DENOTES ASPHALT PAVEMENT DENOTES CONCRETE PAVEMENT DENOTES CONCRETE WALKS/PATHS DENOTES NO, OF PARKING SPACES _FFj j� irTF, i DENOTES HANDICAP PARKING KEYPLAN 717 HANDICAP RAMP 12:1 MAX. PROJECT NO. ISSUED BY: 4a EXISTING PINE TREE 02-0259-00 CHARLOTTE ENG. DRAWN BY: REVIEWED BY: EXISTING OAK TREE K.E.S. D.M.V. ISSUE DATE: EXISTING SWEET GUM OR MAPLE EXISTING CYPRESS TREE SHEET TITLE: ,f B .x . .A ME � -J SITE DEVELOPMEN PACKAGE OCTOBER ' SHEET TITLE: Site Plan-Sports Complex r Playing Field A(M- •s yright HOK Sport, !! L ww"k w t r.41 r�t4 nos.. o SPORT +VENUE +EVENT HOK SPORT INC. Architecture, Engineering, Planning, PLAYER PARKING Interiors, Facility Programming HANDICAP SPACES 4 SPACES 323 W 8th Street, Suite 700 IN Kansas City, Missouri 64105 ®j EVANG COLS CHERRY BOTT Associate Architect, K I S TI N G ®� Structural Engineer k Federal Reserve Bank Building Independence Mall West 100 North 6th Street V.I.P. & HANDICAP PARKING Philadelphia, Pennsylvania I 19106 -1590 40 20 0 40 80 WAT R WAR N P C REGULAR SPACES 132 SPACES Bredson & Associates SCALE: 1 " =40' � Mechanical Engineer TOTAL V.I.P. & H.C. PARKING PROVIDED 166 SPACES 9503 E 63rd Street, Suite 214 Raytown, MO 64133 Charlotte Engineering Surveying, Inc. Civil Engineer PLAZA PARKING 110 S. Hoover Blvd., Ste 206 HANDICAP SPACES 2 SPACES Tampa, FL 33609 WJHW Audio /Video Consultant PLAZA PARKING PROVIDED 7 SPACES 13714 Gamma Rd., Ste. 110 SITE SUMMARY Dallas, Texas 75244 PROJECT AREA 759,015 S.F. 17.42 ACRES REQUIRED PARKING i REGULAR SPACES 1400 SPACES AS DETERMINED BY CITY V'dE L L_ .x . .A ME � -J SITE DEVELOPMEN PACKAGE OCTOBER ' SHEET TITLE: Site Plan-Sports Complex r Playing Field A(M- •s yright HOK Sport, !! o PROVIDED PARKING ® PLAYER PARKING HANDICAP SPACES 4 SPACES IN REGULAR SPACES 105 SPACES ®j K I S TI N G ®� TOTAL PLAYER PARKING PROVIDED 109 SPACES POND V.I.P. & HANDICAP PARKING I HANDICAP SPACES 34 SPACES WAT R WAR N P C REGULAR SPACES 132 SPACES � TOTAL V.I.P. & H.C. PARKING PROVIDED 166 SPACES PLAZA PARKING HANDICAP SPACES 2 SPACES REGULAR SPACES 5 SPACES PLAZA PARKING PROVIDED 7 SPACES OFF -SITE PARKING REGULAR SPACES 1400 SPACES V'dE L L_ ®(D TOTAL OFF -SITE PARKING PROVIDED 1400 SPACES TOTAL PARKING PROVIDED 1682 SPACES DESCRIPTION A NEW 8,000 SEAT SPORTS COMPLEX WITH ASSOCIATED PARKING AND A SWM FACILITY. A CD ZONING CLASSIFICATION OS/R & C ' FLOOD ZONE DESIGNATION ZONE X; ZONE AE -EL. 23' S 05 °27'56 „W 00 F.I.R.M. PANEL No. 125096 0010 D 79.92' REV.: AUG. 19, 1991 UTILITIES WATER CITY OF CLEARWATER UTILITIES WASTEWATER CITY OF CLEARWATER J' — - UTILITIES ELECTRICAL FLORIDA POWER WAT �YA� UTILITIES TELEPHONE VERIZON SOLID WASTE CITY OF CLEARWATER F.A.R. CALCULATION N. 8 9° 4 7' 4 5' V1 BUILDING 5, 09' SERVICE LEVEL 33,856 S.F. MAIN LEVEL 31,122 S.F. SUITE LEVEL 192874 S.F. TOTAL BUILDING 84,852 S.F. 1 r- SITE AREA 759,015 S.F. (EXCLUDES F.P.C. ROW) ,�® F.A.R. = 0.11 N 00 I.S.R. CALCULATION or TOTAL SITE AREA 759,015 S.F. AREA OF F.P.C. ROW 101,053 S.F. TOTAL 860,068 S.F. ® I 1 f IMPERV. AREA 343,453 S.F. f , (INCL. F.P.C. ROW) i BUILDING 152,510 S.F. 1 ' PARKING 98,362 S.F. PARKING IN F.P.C. ROW 56,087 S.F. SIDEWALK/PLAZA 36,494 S.F. I.S.R. = 40% (INCL. F.P.C. ROW) SON 0 ° ®et Ln L6 LEGEND (nil , DENOTES ASPHALT PAVEMENT w (D , ' DENOTES CONCRETE PAVEMENT DENOTES CONCRETE WALKS /PATHS � #( DENOTES NO. OF PARKING SPACES Ng C,� V., � DENOTES HANDICAP PARKING co ®° —�- HANDICAP RAMP 12:1 MAX. ��: EXISTING PINE TREE EXISTING OAK TREE .;� r EXISTING SWEET GUM OR MAPLE EXISTING CYPRESS TREE o s i if t .x . .A ME � -J SITE DEVELOPMEN PACKAGE OCTOBER ' SHEET TITLE: Site Plan-Sports Complex r Playing Field A(M- •s yright HOK Sport, !! OOD GAS, 1 G !,IL',S V/ CON C G- ryM D tt 6'j CONC 9 1, ] WAJE� W�RNPOST SITE SUMMARY 75. 8 , 100.0 J T)T?()TPOT AVT:7A 7 AZ 0 1) 1 C Cl V 1 � An A f-ITI 17 Cl