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FLD2006-04026
r ,,C earwater U Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be c II , stapled, and folded into sets ?W ? SUBMIT APPLICATION FEE $ CASE #: TF w 03UU 4 RECEIVED BY (staff ini ' Is DATE RECEIVED: ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT .. .?,°a? vYfi l t * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 03/28/2006) PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Michael Carter, Progress Energy MAILING ADDRESS: 2166 Palmetto Street, Clearwater, Florida 33765 PHONE NUMBER: 727-820-5380 FAX NUMBER: 727-820-4930 PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: Christopher Wilson, The Murray Company MAILING ADDRESS: 15500 Lightwave Drive, Suite 100, Clearwater, Florida 33760 PHONE NUMBER: 727-524-6000 FAX NUMBER: 727-524-6998 CELL NUMBER: 727-243-6894 E-MAIL ADDRESS: cwilson(d,)ther B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: Progress Energy PROJECT VALUATION: $5,000,000.00 STREET ADDRESS 2166 Palmetto Street, Clearwater, Florida 33765 PARCEL NUMBER(S): 12-29-15-00000-140-0100 PARCEL SIZE (acres): 14.2 PARCEL SIZE (square feet): 613,225 Portion of the East 1/2 of the Southeast 1/4 of Section 13, Township 29 South, Range 15 East more particularly described as: From the Southeast comer of the Northeast 1/4 of said Section 13, Township South, Range 15 East, run North 390 feet; then West, 50 feet LEGAL DESCRIPTION: for a Point of Beginning; thence continue West, 300 feet; then South, 100 feet; then West, 280 feet; then South 250 feet; then West 43 feet; then North, 1265 feet; then East, 623 feet; then South, 910 feet to the Point of Beginning; the said ???? depicted in EXHIBIT "A" appended hereto and by this reference made a part hereof. Containing 14.2 Acres, more or less. PROPOSED USE(S): 12,700 SF of Office Space DESCRIPTION OF REQUEST: Our request is for site plan approval for a new administration building for Progress Energy. We will demo the existing Specifically identify the request "E" and B" buildings and build a new administration building, future expansion area, and green space in its place. (include number of units or square The parking requirement will be more than required at all times during construction. There are currently 294 parking footage of non-residential use and all Spaces on-site and only 189 spaces required. When the project is finished there will be 278 parking spaces for a requested code deviations; e.g. required amount of 248. The newly constructed building will serve the same function as the demolished buildings but reduction in required number of is programmed to meet Progress Energy's current administrative needs. parking spaces, specific use, etc.) C:\Documents and Settings\oneillc\Desktop\Comprehensive Infill Project (FLD) 2006 (3).doc Page 1 of 8 DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) l? SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) G( Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA -Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The project consists of the demolition and redevelopment of an enhanced administration building. The proposed redevelopment includes no modification to landuse, and will be isolated to the same 2-acre portion of the 14-ac property where the existing administration building is currently located. Since the proposed modifications will not substantially affect the existing appearance of the property, the proposed development will be in harmony with the scale, bulk, coverage, density and character of the existing property and adjacent properties in which it is located. 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 proposed redevelopment includes no modification to landuse, and will be isolated to the same 2-acre portion of the 14-ac property where the existing administration building is currently located. Since the proposed modifications will not substantially affect the existing appearance of the property, the proposed development will have no adverse affect on the development, use or value of adjacent land and buildings. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use Progress Energy has ensured that the health and safety of persons residing and working in the surrounding neighborhood has not been adversely impacted throughout their ownership and operation of the property as a administration station. No changes in usage are proposed as part of the redevelopment, therefore Progress Energy will continue to implement safety measures currently in effect. 4. The proposed development is designed to minimize traffic congestion The proposed redevelopment will have no adverse effect on traffic flow and traffic congestion as there are no landuse alternations or ingress-egress modifications proposed as part of the project. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed redevelopment includes no modification to landuse, and will be isolated to the same 2-acre portion of the 14-ac property where the existing administration building is currently located. Since the proposed modifications will no substantially affect the exciting appearance of the property, the proposed development will be consistent with the existing community character of the immediate vicinity of the parcel proposed for development. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The proposed redevelopment includes no modification to landuse and will be isolated to the same 2-acre portion of the 14-ac property where the existing administration building is currently located. The proposed modifications will not substantially affect the existing appearance of the property and will therefore have no adverse visual impacts on adjacent properties. The proposed modifications will not substantially affect the existing location of fleet servicing operations and will therefore have no adverse acoustic or olfactory impacts on adjacent properties. Furthermore, hours of operation of administration operations will remain unchanged from what is currently existing. ORIGINAL RECEIVED CHRIS WILSON APR 2 "7 2006 15500 Lightwave Drive, Suite 100 Office: (727) 524-6000 Clearwater, FL 33760 Fax: (727) 524-6998 PLANNING DEPARTMENT www.themurraycompany.com Mobile: (727) 243-6894 CITY OF CLEARVJATER E-mail: cwilsonC@themurraycompany.com C:\Documents and Settings\oneillc\Desktop\Comprehensive Infill Project (FLD) 2006 (3).doc Page 2 of 8 0 0 WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) ? Provide complete responses to the eight (8) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA- Explain how each criteria is achieved, in detail: 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from one or more of the following: use, intensity, other development standards. Not applicable: Use, intensity and development standards will be unchanged from existing conditions. 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.) The value of the site will not be affected because we are only updating an existing fleet service building and adding parking that meets today's code. This redevelopment project can only increase the value of the site. The proposed redevelopment includes no modification to landuse, and will be isolated to the same 2- acre portion of the 14-ac property where the existing fleet service building is currently located. Sine the proposed modifications will not substantially affect the existing appearance of the property, the proposed development will have no adverse affect on the fair market value of adjacent land and building, 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. The uses within the comprehensive infill redevelopment project will be unchanged form existing uses, which are permitted by the City of Clearwater. 4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. The uses within the comprehensive infill redevelopment project will be unchanged from existing uses, which have been in place and compatible with adjacent land uses since the 1960's. 5. 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 immediate vicinity will be upgraded by the of an outdated administration building with an enhanced up-to-date new building Associated parking will be designed as per City of Clearwater landscaping requirements which is also an upgrade from existing conditions where landscaping was not required 6. 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. The site will remain a administrative operations center, but will be enhanced by the demolition of a deteriorating building the construction of new, more aesthetically pleasing building. Parking areas will also be enhanced by incorporating landscaping. Both improvements will enhance the community character and the immediate vicinity of the parcel and the City of Clearwater as a whole. 7. 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. The proposed redevelopment project is set in the middle of the parcel so setbacks are not applicable for this proiect. 8. 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. The proposed redevelopment has a total of 278 spaces when only 248 spaces are required and therefore will avoid on-street parking in the immediate vicinity of parcel proposed for development. ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEP,RWATER C:\Documents and Settings\oneillc\Desktop\Comprehensive Infill Project (FLD) 2006 (3).doc Page 3 of 8 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) ? A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. ? If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ? At a minimum, the STORMWATER PLAN shall include the following; ? Existing topography extending 50 feet beyond all property lines; ? Proposed grading including finished floor elevations of all structures; ? All adjacent streets and municipal storm systems; ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ? Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ? Signature and seal of Florida Registered Professional Engineer on all plans and calculations. ? COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable a/ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): y- M'^/ Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) 2 SIGNED AND SEALED SURVEY (including legal description of property) - One original and 14 copies; TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; J TREE INVENTORY; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees;. LOCATION MAP OF THE PROPERTY; ? PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; GRADING PLAN, as applicable; ? PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ? COPY OF RECORDED PLAT, as applicable; RECEIVED APR 2 7 2006 PLANNING DEPARTMENT Page C:\Documents and Settings\oneillc\Des omprehensive Infll Project (FLD) 2006 (3).doc CI r f OF CLEARWATER Page 5 of 8 0 E G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) ? SITE PLAN with the following information (not to exceed 24" x 36"): Index sheet referencing individual sheets included in package; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; _ All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; _ Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas _ and water lines; J All parking spaces, driveways, loading areas and vehicular use areas; _ Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening _ (per Section 3-201(D)(i) and Index #701); Location of all landscape material; Location of all onsite and offsite storm-water management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. ? SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: and area in square feet and acres; Number of EXISTING dwelling units; Number of PROPOSED dwelling units; ?Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Il Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8'/2 X 11); EXISTING REQUIRED PROPOSED FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; ORIGINAL Offsite elevations if required to evaluate the proposed stormwater management for the parcel; RECEIVED All open space areas; Location of all earth or water retaining walls and earth berms; APR 2 7 2006 Lot lines and building lines (dimensioned); PLANNING DEPARTMENT Streets and drives (dimensioned); CITY OF CLEARWATER Building and structural setbacks (dimensioned); Structural overhangs; CADocuments and Settings\oneillc\Desktop\Comprehensive Infill Project (FLD) 2006 (3).doc Page 6 of 8 • 0 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. ? REDUCED COLOR LANDSCAPE PLAN to scale (8'/2 X 11); ? COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. 1. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) BUILDING ELEVATION DRAWINGS -with the following information; _ All sides of all buildings; Dimensioned; Colors (provid one full sized et of colored elevations); C2 Materials; ? REDUCED BUILDING ELEVATIONS - same as above to scale on 8'/z X 11. ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. All PROPOSED freestanding and attached signs; Provide details including location, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) ? Comprehensive Sign Program application, as applicable (separate application and fee required). ? Reduced signage proposal (8'/2 X 11) (color), if submitting Comprehensive Sign Program application. CADocuments and Settings\oneillc\Desktop\Comprehensive Infill Project (FLD) 2006 (3).doc Page 7 of 8 0 0 K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) ? Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: ¦ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. ¦ Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. ¦ Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. O Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Crh W Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONS/ WATER STUDY: Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Complian",°cu#1NA1 the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. RECEIVE ? Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Apra 2 7 2 06 Fire Flow Calculations/Water Study is included. ef-1-1V Fire Flow Calculations/Water Study is not required. PLANNING DEPA JN CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CNi OF CLEAR VA CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Signature of property owner or representative Ell' STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and subscribed before me this Z-_ day of AFfiL A.D. 20_bL to me and/or by who isppersonally known as produced FL'P t- 25 $2 - 0&'9S-G as identification. My n A,tjok" 0?\ob ;?Pll CADocuments and Settings\oneillc\Desktop\Comprehensive Infill Project (FLD) 2006 (3).doc Page 8 of 8 0 0 N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: Progress Energy 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 2166 Palmetto Street Clearwater, Florida 33765 3. That this property constitutes the property for which a request for a: (describe request) Use description of requests above 4. That the undersigned (has/have) appointed and (does/do) appoint: The Murray Company as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (1/we), the undersigne authority, hereby certify that the foregoing is true and correct. 714 /) 1 j. A . _5? Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS B f th d i d ff l i i th l d d b f th St t f Fl id hi - d f re me e un e ers gne , an o icer u y comm one aws o ss y e e a o or a, on t s U [ ay o P o personally appeared 1 ' Vl C(A who having been first duly sworn Deposes and says that he/she fully understands the contents of the affidavit that9she signed. P. .... o1e..:i?;.1 CHRISTINA E. KEMP xz w- MY COMMISSION # DD 528211 ' EXPIRES: June 1, 2008 B onded Thru Notary Public underwriters Notary Public Sign ure Notary Seal/Stamp My Commission Expires: ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CADocumenls and Settings\oneillc\Desktop\Comprehensive Infill Project (FLD) 2006 (3).doc CI t' OF GLEARWATER Page 9 of 8 Fo 84 no,ida WARRANTY DEED. .n, -al ?-) TUTE LANX sc.. u.s.v.r or (To Comp tiom) a_'?try?"?_?y;? Autt/e Law Pn tee ers,Rut/arid, lb 0. R. 2 PACE 628 Made this 2. A,D day of cJ a Awm J. D. 19 58 ER. c.? I Between THOMAS J. HAYDON and VUU M. HAYDON, his wife, of the County of Pinellas 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, Witnesseth, that the said part ies of the first part, for and in consideration of the sum of TEN DOLLARS ($10.00) and other valuable consideration, xWWW4 to them in hand paid, the receipt whereof is hereby acknowledged, have granted, bargained, sold, aliened, remised, released, enfeofJed, conveyed and con= firmed 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: ?" i "w n:u xl?t reti Z Together with all the tenements, hereditament* and appurtenances, with every privilege, right, title, interest and estate, dower and right of dower, reversion, remainder and easement thereto belonging or in anywise appertaining: To Have and to Hold the same in fee simple forever. .Ind the said part ies of 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 incum,brance, and that they have good right and lawful authority to sell the same; and that said part ies of the first part doth hereby fully warrant, the title to said land, and will defend the same against the lawful claims of all persons whomsoever. In Witness Whereof, the said parties of the first part ha ve hereunto set their hands and seals the day and year above written. Signed, Sealed and Delivered in Our Presence : _HOMAS J. HAYDON VELMA M. HAYDON \3 Wj of E- of SE4 of NE4 of Section 12, Toanshi; 29 South, Range 15 East, together with the ca. crete block garage building located thereon.- ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER o.R." 3820,629 I State of Florida, t County of PINELLAS j I HEREBY CERTIFY, That on this ..1t ec- a day ofe .1. D. 19 58, before me, personally appeared THOMAS J. HAYDON VELMA M: HAYDON, his wife, to me known to be the persons described in and who executed the foregoing conveyance to FLORIDA POWER CORPORATION I and severally acknowledged the execution thereof to be their free act and deed for the uses and purposes therein mentioned. WITINESS my signature and of Icial seal at c' in the County of Pinellas and State of Florida, the day and year last aforesaid. Notary public, Stwte. of Florida at Wrt;e my comanss.)^ ?-'li'5uretY, 6 .My Commis?m?d ot N Y. lQstp?r'??' Notary .Public o V, ti tiW y s' P o a rj % n ?y -z zS Y O R Om 0 ? O ( 0 ` il O O Q ?O p ZS 9 i ` ^7 Y ^ ? C?l a 0 Q ";r ce A m ta. R+ P 00 h i C' c O CO *- r b y N v-.+i O ;r ;S4 d CD ? \ I ? O o i I j ? ? r! 0 o ? fir: x a A ? Co 1 _. <. Z ? ?. ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER STATEMNP OF ACCOUMNG RE PURMWE OF PROPERTY FROM THOMAS J. HAYDQN & VMMA M. HATDON, HIS WIFE Consideration in full for purchase of prop. erty described as being the Wj of Ej of SEa of NEI of Section 12, Township 29 South,. Range 15 East, Pinellas County, Florida. Less Dorm Payment - $4,500.00 Lens Pro-ration - 1958 Taxes Pinellas County* - 133.00 Plus - Recording of Deed Amount Due Jest Coast Title GaMany - Charges 18F2-2396-L - X400502.00 Credits 228.30 133.00 $45,OOO.Oo !4,633.00 140,367.00 2.00 $40,369.00 ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • 0 eontract for GJale o f C`J leal 6stale St. Petersburg, Fla., ---- -.;___ __-_--19_5$ ,L+ RECEIVED of__Fb94X A_P_OWE_R_CQRP0BA170N_-___---_- hereinafter called the purchaser, the sum of (W00,00 ---- ) # # # # # # # # # # # # # # # # # M # # #_#_#=_Ff1ST3C-EIYE_HQDIDBED-ADID_DTD?1003F__ ?_?_ # DOLLARS x as earnest money and in part payment on account of the purchase price of the following described real H estate, situated in the County of_---- P3D51138------------ and State of__JAa__.__--to-wit- W,1 of *'of SEJ of NEJ of Section 12, Township 29 South, Range 15 East, con- ? taini.ng 10 acres, more or less. v The frame dwelling IMMMnow located on the South 135 feet i? 0 of the above described property shall be removed by Sellers Mhh= d on or before 90 days from date of dosing and atp% U'S' Propperty above described is to be surveyed at Purchaser's expense and the de- scription obtained therefrom used in the deed of conveyance. the TOTAL purchase price being ($45#0MAD--_) #_a_# #_#_#_at #_#_# # # # # # # # 6 # # #:# # #FORTY=FIVE THOUSAIID A=ID N01100# # •t ? # # # # tt # # # # # DOLLARS payment to be made as follows. CASH, as acknowledged above $__4,50_D_:00___________________ Balance at Closing- 40,500.00 Tt is understood, and Sellers agree, that should Purchaser fail, for any reason whatsoever, to acquire merchantable title to an adjoining 4.6-acre tract of land within 90 days from the date hereof, Purchaser may cancel and annul this contract, whereupon, this contract shall be at an end and neither party hereto shall have any claim against the other except that Sellers shall, upon demand, release or return to Purchaser the earnest money or deposit paid hereunder. Said deposit is received and held JUXAZaboubw subject to the following conditions: 1. That _ wFST-CQA3T-T1Tj,3_¢O- W-ff ------------------------ shall bold said earnest money or deposit and act as escrow agent until closing of deal; that ------ U---------- days shall be given for obtaining the owner's acceptance; and, in event of the owner's non-acceptance, this deposit shall be promptly returned to the purchaser. 2. That -alastraat_of_titlay-aertified~to-LIurchaser_at-Sellers!-expense showing good and merchantable title, shall be delivered to the purchaser, and it is agreed that this transaction shall be closed and the purchaser shall pay the balance of the fam payments 7pndmamammaft Cfd3bqGadmaixw ithin-_60--days from the delivery or tender to rm o -- 8834-abatract-of-ti-tle--------------------- . However should the title prove defective, then the seller shall have a reasonable time, after due notice of such defect or defects, to remedy the title in a manner satisfactory to purchaser's attorney, after which time, if such defect or defects are not corrected is merchantable title, then the purchaser amtXi withdraw said deposit anlia ieve as are from all obligations hereunder. 811a?-? thereupon 3. That the property shall be conveyed by---- warranty -------------- deed, and shall be free and clear of all encumbrances except ----- tsaes_fox_the_rear -1958__---_- ----------------- --------------------------------------------- That possession will be given ---- as_Qf-dat@-Qf-Qlpgill9---------------- and a pro-ration made as of______-_a?te__of_elosing----------------- of the following items: ---------_ ---------= Q?------------------------ --------------------------------- rim- xxMi v{ t : z 7 :"•?1°""??d O?fd33I$1RYg32EtY 5. That in case of the failure of the purchaser to make either of the payments, or any part thereof, or to perform any of the covenants on his part made or entered into, this contract shall, at the option of the Seller, be terminated and the purchaser shall forfeit said earnest money or deposit; and the same shall be retained by the Seller as liquidated damages, and the escrow agent is hereby authorized by the pur- chaser to pay over to the Seller the earnest money or deposit. 6. That time is an essential part of this agreement, and that all covenants and agreements herein con- tained shall extend to and be obligatory upon the heirs, executors, administrators and assigns of the respective parties. Bye I hereby agree to purchase the above described propertyat- above set forth. ?i Witnesses: ------- -- ---------------------- /G> ------------- ?T TR CO' ANY } -- ----cr`o? ?ent- price and u o Es n the terms and conditions (Seal) (Seal) ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER (OVER) r' _We --hereby accept the offer and agree to deliver the above described property at the price and upon the terms and conditions above stated. ?c9av ------ Signed h ' ..i rn?? __. ???_?;r?_' •_ . (Seal) Witness: -----a---_-- THOMAS J. HAYAON J -------------------- (Seal) ----- --_? (Seal) - - - - vEm M. HAYDO ' __ (Seal) ------------------ - Seller State of-----------------------------------County of-------------------------------- I, an officer authorized to take acknowledgments of deeds according to the laws of the State of Flor- ida duly qualified and acting, 14EREBY CERTIFY that there did personally appear before me-__-____ ----------------------------------------------------------------------------------- to me personally known; and this day acknowledged before me that ---------- executed the foregoing instrument and I FURTHER CERTIFY that I know the said person --------- making said acknowl- edgment to be the individual-__-described in and who executed the said instrument. AND I FURTHER ------------ CERTIFY that the said ------------------ --------------------------------- is known to me to be the wife of the said------------------------------------------------ and that she this day acknowledged before me, separately and apart from her said husband, that she exe- cuted the said instrument freely and voluntarily and without compulsion, constraint, apprehension or fear of or from her husband, for the purpose of relinquishing and conveying all her right, title and inter- est in the property therein described, whether of dower or separate estate. In witness Whereof, I hereunto set my hand and official seal at---------------------------- ------- said County and State, this ----------- day of-------------------------- A. D., 19______. ----------------------------------------- Notary Public State of Florida at Large -19-----• IvIy Commission Expires__._..._....._.._ q e 0 a , b 5 0 O O G n b ? r ? O ORIGINAL RECEIVED APR 2 7 2.006 PLANNING DEPARTMENT CITY OF CLEARWATER - INFORMATION REQUIRED FOR PREPARING PAPERS All papers to be dated--------------------------------- ------------------ -------------------------------- Owner s name as appears of record ------ -_- ---------- ---------------- Wife or hnsband's_name-------------------- -----------------------'-- Deed to be made to---------------- ----------------------------- ---------------------- Name of wife or husband of. purchaser ---------------------------- CHECK FOLLOWING UPON CLOSING DEAL Dates Acknowledgments Insurance Legal Descriptions Documentary Stamps Abstract Fee Signatures Receipt for Abstract Recording Fees Witnesses Taxes and Assessments Commission OWNER'S POLICY 47328-11 Lawyers Title Insurance. Corporation AMOUNT.. -7 HOME OFFICE - RICHMOND, VIRGINIA N O Y- 3 3 5- 7 9/ b.8.,-Q-oQ OO Lawyers Title Insurance Corporation, a Virginia Corporation, herein called the Company, in consideration of the payment of the premium for this Policy, hereby covenants and agrees that it will pay to FLORIDA POWER CORPORATION, a Florida Coreoration hereinafter called the Insured, the heirs, devisees, or personal representatives, or, if a Corporation, the corporate y I\)? ` successor or successors, of the Insured, all loss or damage not exceeding SIXTY-EIGHT THCUSA-10 A=SID N01100 - - - - - - Dollars, which they, or any of them, shall sustain by reason of any defect or defects in the title of the Insured to the estate or interest of the Insured covered by this Policy and identified under Schedule A hereof in the real estate described under Schedule B hereof, or by reason of liens or encumbrances against the same as of the date of the final examination of the title thereto, to-wit: July 25, 1958 , which date shall be deemed the effective date of this Policy, excepting the defects, estates, interest, objections, liens or encumbrances mentioned in Schedule C hereof or excepted by the conditions or stipulations of this Policy, hereto annexed and incorporated herein as a part of this contract. Any loss hereunder shall be established and the amount thereof ascertained in the manner provided in said conditions and stipulations and be payable upon compliance with the provisions of same and not otherwise. IN WITNESS WHEREOF, the Company has caused this Policy to be signed and sealed as of the 25t h day of July , 19 58, to be valid when countersigned by an authorized officer or agent of the Company, all in accordance with its By-Laws. LauryerS Title uranee Corporation Countersigned: WELT COAST TITLE COMPANY if Presi ent i ' Auyhorized Officer or 44ent. SCHEDULE Attest: Secre A The estate or interest of the Insured covered by this Policy in the real estate described under ScI eWLZIPkereof is: RECEIVED FEE SIMPLE APR 2 7 2006 SCHEDULES B and C PLANNING DEPARTMENT Schedule B sets forth the description of the real estate in which the Insured has the estate> r yinzeres[E%9,J' ?E F,; ? df Euere b ' this Policy. Schedule C sets forth the estates, interests, defects, objections to title, liens, charges and encumbrances affecting the real estate covered by this Policy or the estate or interest of the Insured therein and against which this Policy does not insure or indemnify. SCHEDULE B WEST 1,/2 of EAST 1/2 of SOUTHEAST 1/4 of NORTHEAST 1/4 and NORTH 600 feet of EAST 1/2 of EAST 1/2 of SOUTHEAST 1/4 of NORTHEAST 1/4, SECTION 12, TOWNSHIP 29 SOUTH, RANGE 15 EAST, public records of Pinellas County, Florida. Warranty A from Thomas J. Haydon an*lma M. Haydon, his wife to Florida Power Corporation, a corporation existing under the laws of the State of Florida, dated June 2, 1958 and filed for record in the office of the Clerk of the Circuit Court of Pinellas County, Florida, July 25, 19582 in O.R.Book 382, page 628, as Clerk's Instrument No-485212A. Warranty=Deed from Edward W. Rodgers and Mary E. Rodgers, his wife to Florida Power Corporation, a corporation existing under the laws of the State of Florida, dated July 23, 1958 and filed for record in the Office of the Clerk of the Circuit Court of Pinellas County, Florida, July 25, 19582 in O.R.Book 382, page 630, as Clerkts Instrument No.48521?A. ,SCHEDULE: C 1. Subject to taxes for the year 1958 and subsequent thereto. 2. Policy does not insure against the rights of parties in possession, encroachments, overlaps, overhangs, deficiency in quantity of round or other matters not of record which would be disclosed by an accurate survey and -inspection of the premises. 3. Subject to terms and conditions of mortgage from Florida Power Corporation to Guaranty Trust Company of New York and The Florida National Bank of Jacksonville as Trustees dated January 1, 1944, and filed February 26, 1944, in Mortgage Ronk 566, page 1, as Clerk1s instrument No.6863613 and to the eight supplemental mortgages between the same parties filed as Clerk's Instrument Nos-786895, 868215, 983220, 55607A,111059A, 165771A, 291774A and 485054-k, Pinellas County Records. ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER " -•~ r r ??"p?V"E*J'??'3ft'-e6t?i??Ft?dnt?6€ WORK ORDER --------- -------- D:VISIDN Clearwater CODE DISTRICT NO. 8-15414°0*E`-WO KT ORDERN NO ISF2 .23 2 6 DISTRICT Clearwater RETIREMENT LOCATION Garner Of Belcher Rd• a#a Palmatt0 St. EST. CONNECTED KW ESTIMATED COST TITLE OF PROJECT POWER W. O. COST 170, • L?? t •? Purchase rl0auimtel 15 Acres at LIGHT TRANSF. COST • Above Location RANGE METER COST • REFRIGERATOR REMOVAL COST • WATER HEATER SALVAGE • ISSUED TO: ft. D. D. Aids DATE: 5a TOTAL KW NET COST •? ASSIGNED TO: ?•., DATE: C?• f ,. `5?, EST. GROSS REV. RATIO TO This cork order provides fonds for the purchaas of approximately 15 suss of lapd is the Northeast 1/4 of Section I28 Towaship 29 South. RasBe 15 Bast. Pinellas County, Florida. ORIGINAL Attached print indicates property location sad boundary. RECEIVED I 10 Am" - 0 #4,500.00 For Acre - $450000.00 APR 2 7 2006 5 Acres - 0 $50000.00 Per Mrs - 25,000.00 Survey - - - PLANNING DEPARTMENT 0 Total $70,200. 0 CITY OF CLEARWATER s sad Benefits: ?his area will provide much needed storage spats for poles, trans- former*, cable reels and miscellaneous stores. In addition this will also provide this necessary space for a future aarsbouss, line department headpa rters, garage and transformer shop. This area is located on the Peat aids of Belcher Road and on the North side of Talretto Street, thereby fasaishiwt an aceeas routs is all directions. The present pole yard, wuershomse, undwgmmd shop, line department, service acid sw nssri dapartmants are located on aMoximatsly 1.9 acres is s congested area on aarsow streets without limited access to main State cad Canty arteries. WAS WORK V ?? PERFORMED IN ACCORDANCE WITH THIS ORDER IF NOT STATE CHANGES j YE OR NO I - SIGNED ACCOUNTING INSTRUCTIONS ACCOUNT NO. APPROVAL DATE Q ebwas to: - a 3 6 ENTRIES ON MAPS BY ACCT. MAP I INSTALLED UNITS OF t ..-tOPERTY CONSTRUCTICN? REQUISITION NO. NO. UNITS QUANTITY NUMBERS_ - *a - --? Tom- ship ou ge 15 East- 22, i!# T of a of SFY of 04, of Section 10. Town - tegethw with e 15 9"t Ran 09 South bA , g s m p the non=ta hl oek garage building l aeated --I *1. Acquired from Edward W. Rodgers and ldfe. Q. Acquired from Thomas J H d n Velma and. I I - ACCT. I MAP I REMOVED UNITS OF PROPERTY RETIREMENT REOU ISITION NO. NO. i UNITS QUANTITY NUMBERS I I ORIGINAL RECEIVED _ APR - I ( tuu I _ - ? PLANNING DEPARTMENT ? - I LINE TRANSF. INST. REM. CLASSIFICATION - CITY OF CLEARWATER I -- I POLE NO. j MAKE ( KVA I STA. NO. V04TA06 RATIN7 CO. NO. I SERIAL NUMBER 1 _-- -7 - I i I I ' - ------- I n.+? .?oov.e ` i DATE WORK COMPLETED • ORIGINAL RECEIVED APR 2'7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER FLD2006-04026 2166 PALMETTO ST Date Received: 04/27/2006 PROGRESS ENERGY ZONING DISTRICT: IRT LAND USE: IL ATLAS PAGE: 271B PLANNER OF RECORD: Y!S CLW CoverSheet 0 0 CITY OF C LEARWAT E R POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLEAVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562-4865 PLANNING DEPARTMENT August 26, 2008 Mr. Boris Hornjak The Murray Company 15500 Lightwave Drive, Suite 100 Clearwater, Florida 33760 Re: Time Extension Development Order for FLD2006-04026 12166 Palmetto Street Dear Mr. Homjak: On August 26, 2008, the Community Development Board (CDB) APPROVED your request to extend the time frame for the Development Order for the above referenced case. Pursuant to Community Development Code Section 4-407, an application for a building permit to construct the site improvements on the subject property shall be submitted by August 15, 2009, with all required certificates of occupancy being obtained within two years of the date of issuance of the building permit. Time frames do not change with successive owners. Should you be unable to apply for a building permit to construct the improvements approved under the above referenced case, you will need to reapply for development approval in accordance with the requirements of the Community Development Code. 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. Should you have any questions, please do not hesitate to contact Robert G. Tefft, Development Review Manager at (727) 562-4539 or via email at robert.tefftoctmyclearwater.com. Sincerely, Michael Delk, AICP Planning Director S: (Planning Departmentl C D BIFLEX (FLD) Unactive or Finished Applications IPalmelto 2166 Progress Energy (IR7) - Approved I CDB Extension ReguesilPalmetto 2166 - CDB Time Extension Development Order 2008 08-26.doc AIN 0 0 MEMORANDUM TO: Community Development Board FROM: Robert G. Tefft, Planner III RE: Request for Time Extension FLD2006-04026 / 2166 Palmetto Street DATE: August 19, 2008 Attached is information related to the request by The Murray Company, on behalf of Progress Energy, for an extension of time relative to the above referenced project located at 2166 Palmetto Street. A one-year extension is being requested which would expire on August 15, 2009. Pursuant to Community Development Code (CDC) Section 4-407, extensions of time "shall be for good cause shown and documented in writing". The Code further delineates that good cause "may include but are not limited to an unexpected national crisis (acts of war, significant downturn in the national economy, etc.), excessive weather-related delays, and the like". In this particular case, the applicant has indicated that the project is being delayed due to a significant downturn in the national economy. It should be noted that, pursuant to CDC Section 4-407, the Planning Director has previously granted a one-year extension of time. Attachments: ? Letter of Request; ? Time Extension Development Order (lune 72, 2007); and ? Planning Department Staff Report (August 75, 2006) S: (Planning DepartmentlCD BIFLEX (FLD)lInactive or Finished ApplicationslPalmetto 2166 Progress Energy (IR7) - ApprovedlCDB Extension RequestlPalmetto 2166 -. CDB Time Extension Memorandum 2008 08-19.doc July 21, 2008 Mr. Michael Delk, AICP Planning Director City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 RE: FLD2006-04026 - 2166 Palmetto Street (Progress Energy) Dear Mr. Delk: On behalf of our client Progress Energy, The Murray Company hereby respectfully requests an additional one (1)- year extension to the above Flexible Development Application, through August 15, 2009. The additional extension is requested on the basis of "good cause", specifically a significant downturn in the national economy, as provided for in your first extension approval dated June 12, 2007. We trust that this extension will meet with your approval. Please advise if you have any questions or if you require any additional information pertaining to this project. Very truly yours, Boris Hornjak The Murray Company /enclosures cc. Mariela Perez, Neil Kimes - Progress Energy 15500 LIGHTWAVE DRIVE • SUITE 100 • CLEARWATER, FL 33760 OFFICE: (727) 524-6000 • FAX: (727) 524-6998 ,. L? Lf F F. _ oQT OECD C ITY OF CA'E'A-RW-1,ATER PtAtv;:lxc DrAOTMP*i `t June 12.1007 POST'OFF_kE Box 4748, CLEARW'ATER, 1'IORIDA 53758-474$ IVIUIvICIPAL'SFRVICEs.`B.UILDING, 100 SOUTH 1IM]RTLE AVENUF, CLFIRWATER; FLOPWA;33?5`6 TELr;BHONE (727).562-4567 FAX (727) 562-4865 Mr; Christopher Wilson Tle Murray Company 1:5500 Lightwa .e Drive; Suite 100 CIeAtNv er, FL 33760 Re FLD2006=04026 -- 216,6 Palmetto Street (Progress"Energy) Dear 1VIr: Wilson: O,ri August 15,. 2006; the Community Development Board, ;(CDB) `approved "the above referenced. Flexible Development. application to redevelop.an existing ProgressTriergy facility (office/storagelvehicle'service), ;In tlie: Industrial, ,Research & Technology :District, as a Comprehensive ,Infill Redevelopment Project, under, tthe, provisions .of: Section.2`-'1304C.:and a Comprehensive Landscape Program;: under' the provisions of Section'3- 12Q2 G ofthe Community Development. Pursuant: to Seetioil 4=407, an application :for a building permit sha11 be. made within one year of Flexible, `Development- approval (by August 15, 2007). As required, all Certificates Hof Occupancy .shall be obtained within'two years 'of the .date of issuance ofthe,m> ia1 building permit. The Commumty`.Developmgnt Coordinator may grant an extension. of'time. for: 'a period, not to:. exceed one year and, only within the original period of validity:,. 'On June S .•2007, you submitted a request for aone=year time extens;on to Initiate a, tiuliding.permit to construct the, irrlprovements on this parcel. Your, letter cited adverse- economic conditions and increased constructions costs pushing the project, Into. the next budget cycle: In: considering -,the 'tiinely request sand cause ;given in, accordance with the provisions of Section :44O7 of "the "Community Development Code;, I APPROVE the one-year extension .of the original Development :Order to August. 15. , 20:08, to initiate aneapplication fora building permit to construct those Improvements J'' 'pur`parcel of, land at 2i.66'Palrrietto S,.treet as previously approved by the 'Community.Development.Board with the 'same conditions of approval attached:: In the event you>; re unable to proceed with; the project by submittYng ;for the build_i'ngyperinrt, the CD13: may approve one additional extension of time to initiate a building; permit .application. Such, an extension shall not exceed one year;. shall ;be,f6r the ;protect orfgirially approved (or as !approved through the Minor Revision process) and shall be.-,for good cause -shown and :documented in: writing:. The.CDB must receive the request foethis extension within the time frame'grant'ed by the Planning Director (period ofvalidity after'the original extension -approved by the Planning Director; which means. that anytime extension request-, - t. be submitted »ith cuff cierit;lead tl r e`to be placed oiI the, COB agenda that precedes the above expiration FRANX,M8BARDa MAY6A )OH. N';DORAN, COUNCILDIE.MBER IA JOHNSON,;C©UI`CILMEMBER BILL JONSON, COUNtIU'iEMBER CARI.6 A. PEnPSEN, C6IJNGILNIIbIBER S ;EQU.At E?4PL01 MFNr AND,AFEIRIvtA17VE.t1CTIOTti,EMPLOYER" E June `12;, 20:07 VW 06b 64026 Paget. E date): Good causes may include, but are ,notaimited.to;-.an•`unexpected national crisis (acts,:of war, significant: downturn in 'the national economy; etc:); `eCbes ive weatherrelated delays;. and the like:: The CDB may ilso consider Code amendments, whether sign ficant';progress on the project is being made and-,-whether or notahere are additional pending°or;approved Code amendments that would significantly affect,tlie project; ,)cease lie, aware; that'the`issuarice of this,Developxnent order does,not`relieve yop.of the;necessity to of tain;any building,permits ovpay any impact fees that maybe required. 1n ordento facilitate the issuance of-anypermit.or license: affected by this approvaL please bringa "copy of this letter'with you; when applying for `any permits, or `licenses that requihe`this pnor,development approval. Should`you have :any questions, please-do not hesitate. to. contac.t'Neil': Thompson,:Development Review,Manager at;(727) 562-4557 or via e-mail atneilahompson@m- earwater.com; fiery truly yours, N1 ichael Delk, AICP Pla. nnin-g Director S 1Plann rig Depnrtritent{G.D BIF?EX'(FZb)Vitacdve or Finished-App[fchtidnslPali etto M6'Progress:Energy (IR ,)>- lporovedlFGD2006 04026 Development Order p#Msion.doe • • CDB Meeting Date: August 15, 2006 Case Number: FLD2006-04026 Agenda Item: E5 Owner/Applicant: Progress Energy/Michael Carter Representative: Mr. Christopher Wilson, The Murray Company Address: 2166 Palmetto Street CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development Approval to redevelop an existing Progress Energy facility (office/storage/vehicle service), in the Industrial Research & Technology District, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-1304.C. and a Comprehensive Landscape Program, under the provisions of Section 3-1202.G of the Community Development Code; with: ? A side (west) setback reduction from ten to zero feet to existing pavement along the palmetto street entrance; ? A side (east) setback reduction from ten to zero feet to existing pavement along the pal- metto street entrance; ? A front (north) setback reduction from 20 to 10 feet to pavement; ? Allowance for a chain link fence six feet in height with barbed wire facing out to be. permitted in front of the principle structure, ? A reduction to the west (side) perimeter landscape buffer from 5 feet to zero feet; ? A reduction to the east (side) perimeter landscape buffer of the Palmetto access road from 5 feet to zero feet; and ? A reduction to the south (side) perimeter landscape buffer from 5 feet to zero feet. EXISTING ZONING/ Industrial, Research and Technology District (IRT) LAND USE: Industrial Limited (II,) PROPERTY SIZE: 14.106 acres PROPERTY USE: Current Use: Progress Energy Office/StorageNehicle Service Proposed Use: Progress Energy Office/StorageNehicle Service ADJACENT ZONING/ North: Industrial, retail, restaurant, office uses LAND USES: West: Wholesale/warehouse East: Detached dwellings South: Office ANALYSIS: Site Location and Existing Conditions: The 14.106 -acre site is located at the southwest corner of Palmetto Street and Belcher Road. North Belcher Road is a heavily traveled, four-lane divided roadway. The east side of North Belcher Road is residentially developed with single-family detached dwellings. The west side of North Belcher Road is developed industrially. The site is developed with office, warehouse Staff Report - Community Development Board - August 15, 2006 Case FLD2006-04026 - Page 1 of 7 • • storage, and vehicle service buildings. Under BCP2005-09432, the site was redeveloped with a fleet services building, allowing required maintenance to equipment and vehicles. Additionally, permits have been issued for the demolition of building C under BCP2006-06166 and building D under BCP2006- 01477. The site has also been constructed with Progress Energy's Information Technology and Telecommunication (ITT) but (constructed under BCP2006-06812) to allow for the relocation of the telecommunication from the building proposed for demolition. Proposal: The combined redevelopment of the entire Progress Energy site has exceeded the 25 percent improvement requirements of Section 3-1401.13.3 (parking) and Section 3-1202.A.3 (landscaping) and requires that all parking and landscaping be brought into full compliance with the Code. According to the Pinellas County Property Appraiser's Office the value of the site improvement equals $1,846,454 and 25 percent of this valuation is $461,613. The proposal includes the construction of a single story, 12,700 square foot administration building to replace two existing office buildings (B and E). This building will be oriented to the eastern property line facing Belcher Road. It will be constructed in the eastern half of the footprint of building E. The remaining area will remain open space and be grassed until future expansion needs arise. The proposed building complies with all Code requirements. Included is a reduction to the side (west) setback from ten to zero feet to existing pavement along the Palmetto Street entrance. This reduction is for approximately 1,266 lineal feet of existing paved drive aisle and outdoor storage area along the entire width of the western property line used by Progress Energy as their main entrance for Commercial vehicles. Also included is a reduction to the west (side) perimeter landscape buffer from 5 feet to zero feet, once again to existing pavement utilized as a drive aisle and outdoor storage area. The proposal includes a side (east) setback reduction from ten to zero feet to existing pavement and a reduction to the east (side) perimeter landscape buffer of the Palmetto access road from 5 feet to zero feet. This reduction is for approximately 250 lineal feet of existing drive aisle utilized as Progress Energy's main commercial vehicle entrance. The applicant has expressed that this is the primary entrance for their large commercial vehicles and that narrowing it to bring it into compliance with the above-mentioned setbacks and landscape buffers will prove to be more of a hindrance than improvement to their daily operations with regards to the ease of accessibility to and from the site. Included in the proposal is a front (north) setback reduction from 20 to 10 feet to pavement. This setback to pavement exists at less than 10 feet. Any pavement in the first ten feet of the property will be removed in an effort to meet the landscape buffer requirement along Range Road. This improvement will greatly enhance the property and the immediate vicinity along Range Road. The proposal includes a reduction to the south (side) perimeter landscape buffer from 5 feet to zero feet. This reduction is for approximately 300 lineal feet as measured from the east property line at Belcher Road heading to the west along the property line shared with Hercules Hydraulics. The remainder of the south property line will meet the five foot landscape buffer and will be utilized to screen headlights from vehicles parking in one of the newly proposed parking areas. Staff Report - Community Development Board - August 15, 2006 Case FLD2006-04026 - Page 2 of 7 • 1J A six-foot tall, galvanized chain link fence is currently located along the perimeter of the property. This fence is topped with barbwire to provide additional protection to the equipment and materials stored outdoors. The majority of the fence is rusting and very unattractive. Included in the proposal is an allowance for a black or green vinyl coated chain link fence six feet in height to be permitted in front of the principle structure. Code Section 3-805 requires chain link fences to be located on a parcel to the rear of the front building line of the principal building(s). Due to the nature of Progress Energy's outdoor storage usage of the site makes this impractical. The replacement of the aging chain link fence with an attractive vinyl coated chain link fence with appropriate landscaping buffering will be a highly visible improvement to the parcel. Additionally, the proposal includes allowance for the barbwire to face out instead of in, as required per Section 3-802.E. According to Progress Energy's Corporate Security Fence Guidelines the fence shall have a three-strand barbwire top guard facing outward at a fort-five (45) degree angle to serve as a structural barrier for the protection of physical assets and personnel. An additional function of fencing is to provide a psychological deterrent to criminal behavior especially with regards to crimes of opportunity. Using a fence as the physical demarcation of Progress Energy property helps to limit trespassing and may help to channel the flow of authorized traffic through entrances. Staff believes the direction of the barbwire along the street right of ways will have little impact to the visual impact to the neighboring non-residential properties and not overhang the property lines. The barbwire along the adjacent properties will overhang onto neighboring properties and is not allowable. Staff recommends conditional approval for the barbed wire to face outward so long as it does not protrude over any property lines. The development of this site will improve the appearance of this site and the surrounding area. All applicable Code requirements and criteria including, but not limited to, General Applicability criteria (Section 3-913) and Comprehensive Infill Redevelopment Project criteria (Section 2-113.C) have been met. Code Enforcement Analysis: There are no outstanding enforcement issues associated with this site. Staff Report - Community Development Board - August 15, 2006 Case FLD2006-04026 - Page 3 of 7 , • • COMPLIANCE WITH STANDARDS AND CRITERIA (Sections 2-301.1 and 2-302): Standard Proposed Consistent Inconsistent MAXIMUM FLOOR AREA 0.11 X RATIO (FAR) (0.65) IMPERVIOUS SURFACE 0.75 X RATIO (ISR) (0.85 LOT AREA (20,000 sq. ft. 613,244 square feet; 14.106 acres X minimum LOT WIDTH (200 feet Belcher Road: 916.95 feet X minimum Range Road: 621.11 feet FRONT SETBACK (20 feet Belcher Road: 20 feet (to pavement) X minimum Range Road: 10 feet to pavement) SIDE SETBACK (10 feet West: 0 feet (to pavement) X minimum) East (Palmetto Street entrance): 0 feet (to pavement) HEIGHT (50 feet maximum) 20 feet X PARKING SPACES (248 278 spaces X spaces req.) COMPLIANCE WITH COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (Section 2-1304.C): Consistent Inconsistent 1. The development or redevelopment of the parcel proposed for development X is otherwise impractical without deviations from the use, intensity and development standards. 2. The development of the parcel proposed for development as a X Comprehensive Infill Redevelopment Project will not reduce the fair market value of abutting properties. 3. The uses within the Comprehensive Infill Redevelopment Project are X otherwise permitted in the City of Clearwater. 4. The use or mix of uses within the Comprehensive Infill Redevelopment X Project is compatible with adjacent land uses. 5. The development of the parcel proposed for development, as a X Comprehensive Infill Redevelopment Project will upgrade the immediate vicinity of the parcel proposed for development. - 6. - The design of the proposed Comprehensive Infill Redevelopment Project X 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. 7. Flexibility in regard to lot width, required setbacks, height and off-street X 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. 8. Adequate off-street parking in the immediate vicinity according to the X 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. Staff Report - Community Development Board - August 15, 2006 Case FLD2006-04026 - Page 4 of 7 • 0 COMPLIANCE WITH GENERAL STANDARDS (Section 3-913): Consistent Inconsistent 1. Development of the land will be in harmony with the scale, bulk, coverage, X density and character of adjacent properties. 2. Development will not hinder or discourage development and use of adjacent X land and buildings or significantly iri air the value thereof. 3. Development will not adversely affect the health or safety of persons X residing or working in the neighborhood. - 4. - Development is designed to minimize traffic congestion. X 5. Development is consistent with the community character of the immediate X vicinity. 6. Design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of June 29, 2006, and deemed the development proposal to be sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: FINDINGS: 1. The subject 14.106 acres is zoned Industrial, Research and Technology District (IRT); 2. The proposed redevelopment exceeds the 25 percent improvement requirement ($461,613) of the Code at $5,000,000; 3. The proposed reductions to landscape buffering and the flexibility requested will upgrade and enhance the community character and visual appearance of the immediate vicinity along this portion of North Belcher Road; 4. The proposal will upgrade and enhance the community character and visual appearance of the immediate vicinity; 5. The proposed development is consistent and compatible in scale, bulk, coverage and character with other commercial properties in the vicinity; and 6. There is an active code enforcement case for the parcel. CONCLUSIONS OF LAW: 1. Staff concludes that the proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-803.C; 2. Staff further concludes that the proposal. is in compliance with the General Applicability criteria per Section 3-913 and the other standards of the Code; and 3. Based on the above findings staff recommends approval of this application. Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development Approval to redevelop an existing Progress Energy facility (office/storage/vehicle service), in the Industrial Research & Technology District, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-1304.C. and a Comprehensive Landscape Program pursuant to Section 3-1202.G of the Community Development Code; with: A side (west) setback reduction from ten to zero feet to existing pavement along the palmetto street entrance; A side (east) setback reduction from ten to zero feet to existing pavement along the palmetto street entrance; A front (north) setback reduction from 20 to 10 feet to pavement; Allowance for a chain link fence six feet in height with barbed wire facing out to be Staff Report - Community Development Board - August 15, 2006 Case FLD2006-04026 - Page 5 of 7 • permitted in front of the principle structure; A reduction to the west (side) perimeter landscape buffer of the Palmetto access road from 5 feet to zero feet; A reduction to the east (side) perimeter landscape buffer of the Palmetto access road from 5 feet to zero feet; A reduction to the south (side) perimeter landscape. buffer from 5 feet to zero feet; and A reduction to the south (side) perimeter landscape buffer from 5 feet to zero feet for the property at 2166 Palmetto Street, with the following conditions: CONDITIONS OF APPROVAL: 1. Prior to the issuance of any building permits, all Fire Department conditions must be addressed; 2. All Traffic Engineering conditions must be addressed prior to the issuance of any building permits, 3. Prior to the issuance of a Certificate of Occupancy, any required Transportation Impact Fees are paid; 4. The final design and color of the building be consistent with the building elevations submitted to, or as modified by, the Community Development Board; 5. The final layout of the site be consistent with the site plans submitted to, or as modified by, the Community Development Board; 6. Prior to the issuance of any building permits, provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, storm water and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail and any other pertinent information relating to tree preservation; 7. Relocate the Fire Department Connection (FDC) from under the canopies of the 5 and 10 inch pine trees located east of the Fleet Services building prior to the issuance of any building permits; 8. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within any impervious areas.); 9. Prior to issuance of a certificate of occupancy: If the applicant prefers not to install the required sidewalk, the applicant will be required to make a payment in lieu for sidewalk: 906 ft. (sidewalk length) x 5 ft. (wide) = 4,530 sq. (Belcher Road) and 601 ft. (sidewalk length) x 4 ft. (wide) = 2,404 sq. ft. (Range Road) for a total of 6,934 sq. ft. x $6.87 (based on annual sidewalk contract) _ $47,636.58, pursuant to Community Development Code Section 3-1701; 10. Pursuant to Section 3-1204.13 all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade; 11. Prior to the issuance of any building permits, revise the landscape plan to show 100 percent coverage in the require 15 and 10 foot landscape buffers along Belcher and Range Roads. Also revise the landscape planting schedule as needed; 12. Landscaping is required along the perimeter of any/all chain link fence even when internal to the site; 13. The final design of the landscaping be installed and maintained consistent with the landscape plan submitted to, or as modified by, the Community Development Board; 14. Prior to issuance of a building permit, provide a copy of the approved SWFWMM permit or letter of exemption; 15. Prior to issuance of a building permit, provide a stage storage chart to show that the proposed retention pond can hold the increased volume shown in the drainage calculations; 16. Prior to issuance of a building permit, revise site plans to show location of solid waste services on site plan (3 - 8 yard dumpster with enclosures); 17. Relocation of the communication tower will require separate approval; Staff Report - Community Development Board - August 15, 2006 Case FLD2006-04026 - Page 6 of 7 • • 18. The removal or relocation of the metal shed located at the corner of Range Road and Belcher Road, prior to the issuance of a Certificate of Occupancy; 19. All proposed chain link fence be black or green vinyl coated; 20. All proposed barb wire be faced inward unless installed so as to not overhang a property line; 21. All building permits be applied for within one year of the Community Development Board approval (by August 15, 2007); and 22. The final Certificate of Occupancy be obtained within two years of issuance of the first building permit. Prepared by: Planning Department Staff: ATTACHMENTS: Aerial Photograph of Site and Vicinity Location Map Future Land Use Map Zoning Atlas Map Application John Schodtler, Planner II S: IPlanning DepartnsentlC D BIFLEX (FLD)IPending cases) Up for the next CDBIPalmetto 2166 Progress Energy (IRT) - 08-15-06 (JVS)IFLD2006-04026 StaffReport.doc Staff Report - Community Development Board - August 15, 2006 Case FLD2006-04026 - Page 7 of 7 i • -T AL fem. GER'3Y..... S •• .07 GR?D AVE , VJEAVER PARI 11 1.-.-. - -W THAMES ST O • %Q• :' _ U c0 p 2 f RI VG YPN DERBILT Di VANDERBILT 6°° 77 I:"''•?° I:•:. ANOR BLVD N _ '- j A ??: u ':.:•:':': ::RD ':::: .... { ':,: •. ; ?..,..,y CexeY Jones ••.• • '::.:? 3 ?, :?' ??• ? :::': .'- ,,,..r:-:mss ?:+•' ??G e .. HERINGTON •..-:...: E L1R . CID R ; W.D Hu tc. TON '? aitsm Way DR MARILYN ST rM Si SHARKEY ;?.?... ..?• _ u u ' - BT a?a0a0 < IVGKINLEYNL'.'. :.;E11/. c:. `: pC . I MPADING ST ? O>" •. dFt •' ? ..•.:'.'- ?". .: D?fbi: :S HARD MC 4 DREW BT ,.: ? vrooo CLEVELAND Sr D y J [I F1 P [10 0 Fn Location Map Owner. Progress Energy Case: FLD2006-04026 Sites: 2166 Palmetto Street Property 14.2 Size Acres : Atlas 271 B Paae: PINS: 12-29-15-00000-140-0 100 S:\Planning Department\C D B\FLEX (FLD)\Pending cases\Keviewea and renarng\raimerro Z100 rrogress Energy - 06-01-06 (JVS) \Map Request Form.doc • • Aerial Map ' Owner. Progress Energy I Case: FLD2006-04026 ' Sites: 2166 Palmetto Street Property 14.2 Atlas 271 B PINS: 12-29-15-00000-140-0100 SAPIanning Department\C D B\FLEX cases\Reviewed and Pending\Palmetto 2166 Progress Energy - 06-01-06 (JVS) \Map Request Form.doc l ? • 1501 - 15.18 Ac I 13 M " - ... ON?loWN !oO v? 219$ 1 C3OObb? 'b m 41 31198 2 2 "-"•: •• - .. 12 •'.l:. ?.•.: '• 7 O O N N?1NNN NN ? •..:?: C4 N N N O .: a{i;?: .: . = ? • 1483 RAl1(GElRD 'tii : :nsw_. 1459 702 • . ... -. :::: 118 ;, . . ::-a=:%e: ?::•::.::':.:: ?..;.:. ;::::.:.? ?.' ::: IRT - 1151 IRT ........ ...............:....: IM A. O - O ':--ADS :'•'Ati':: .':. W A- :?• 1101 a w A f0 106 101 - O O :-? :.1d53 ::'•::::: :'.:.:..::.::':::: :::? .:.: ?.'-• ?'-?•?-'?: ' •Q _ aQ{ $ IDS A- '. .:: f" N N N N N ::: t;:? ?• 71 f0 ?X s ?O rN .h•• ofC w I b W >z MMDR 5 4 2 1 QV :..::.: 2070 o ? Zoning Map Owner. Progress Energy Case: FLD2006-04026 Sites: 2166 Palmetto Street Property 14.2 Size Acres : Atlas 271 B Page: PINS: 12-29-15-00000-140-0100 S.\Planning Department\C D B\FLEX (FLD)\Pending cases\Reviewed and Pending\Palmetto 2166 Progress Energy - 06-01-06 (J VS) Wap Request Form.doc S:\Planning Department\C D B\FI.EX (FLD)\Pending cases\Reviewed and Pending\Palmetto 2166 Progress Energy-06-01-06 (JVS)\Mop Request Form.doc Iewloa".Y? >4 f?ci?see PIANNiti G..IDEPARTA'4E1?T' June, 1'2,.,2007 . `Mr, Christopher Wilson The Murray Cormpaiy 155:00 Lightwave Drive; Suite 100 Clearwater, FL'3`3.760, SEM , ?' " ? '= 4 2007 C I TY OV C LEARWATER -PbST OFFICE Box 4748, CLEARWAtERJLo1Ub.A 33758 47` 8 -1YLUNICIPALSERVICFS BUILDING,. 100 SOUTH Nh RTI.F AvENUE, CLF,IRNAIF.R,?.I.ORIDA:;3375'6. TELFP,H0fvL (727) 562-4567 RAx,(727) 562-4865 Rei RLD20.06-04026 - 216,6 Palmetto Street. (Progress':.Energy) Dear . r; Wilson: On: August 1.5,. 2006_; the, Community Development Board, (CDB) approved the, ;above referenced Flexible Development, application to redevelop an existing Progress..Energy facility (office/storage/vehicle serv ice), in the. Industrial ;Research & Technology District, as a Comprehensive I fill Redevelopment, Project, under the provisions" of S"ection,.2=1304C: and a Comprehensive,Landscape Program; under, the provisions :af Secti6ri'3- 1202 G of the CommuntyDevelopme_rit. P:ursuant.. to Section 4=407, -an. application for a: building permit shall be made within ,one `year of Flexible. `Development, approval (by :August 15, 2007). As required, all Certificates .,of Occupancy shall, be obtained within?two years°of. the date of issuance of the initial bwl rig permit: The=Community;Development Coordinator may grant an extension. of time, for. •a period: not 'to:.exc.eed. one year and only within the original period of validity:. On June, 5'.2,00,7, you submitted a request for aone- ieai tune.' extension `to initiate a„t uilding.perfnitto construct; the. improvements on this parcel. Your, letter cited. adverse economic conditions .and. increased constructions coasts pushing the,ptpiect into-tho nextbudget:cycle. In..considering the ?iimely? request and ;cause . given in, accordance with the prgv>.sioris of Section 4-407 of the Community Development Code;. I APPROVE` the one-year extension of the< original Development Order to August l5, 2008,0 "initiate an application fora building'perinit to construct those improvements on."your parcel of land at 2J66Palmetto Street as previously approved'by the Community Development.Board with the same conditions of approval attached. In. the event you are unable to proceed with; the protect by submitting forth"e building permit, the CpB may :approve one additional .extension of time to initiate a building permit -application. Such an _extension shall not exceed one year;, shall be for the ,protect originally ;approved (or as :approved through the Minor Revision. process) and shall be: for good cause shown and documented in writing: the".CDB mast;receive the request for `thi's extension, within; the time, frame ;granted by the Planning.: Director (period of validity after the. original extension-approved:b;y the:Planning Director, which means that,any time extension request must.. be subm tted.with sufficient;lead time to be ptaced, on the CDRagenda th''tprecedes the above expiration 'F". RBBARD, 1VitlYOR J0HN,.00RAN,COUNCILMEMP6 R J.& JOHNSON, COUNCILMEMBER Bd.06N5 NXOUNOLNIENIBRR CAREEN A. PETERSEN, COUNCILMEMUR. 0 "EQuai. E.?iPLOYNIEICT AND,AFPIRMA'ITVE ACTION EMPLOYER'' • Rine;'12,,20:0, FLD2006 04026 Page, 2., date):. Good> causes may include, but are not limited to, an Aunexpected.national crisis (acts of "war, significant. downturn m the naf oval economy; 0tc°), excessive weather related, delayand t olike;- The CDB may also consider Code,amendinents,whet"they significant progress on the-project is beirig.made and whether or not there are additional pending;or•approved Code amendments that would significantly affect:.the project; Please l eaWAre; that the issuance of this Development order does.nof' elieve you, of the; necessity to obtain; ny `building; permits or" =pay any impact fees that may be.requ red. Sri order ao, facilitate the issuance :of any permit or ;license. affected, b "this approval: please bring a :copy of thi's Metter"with you, when applying for any permits; or '.licenses that require'this pr.or;developmentapproval. Should you have any questions,.please:do not hesitate to. contact'Neil Thompson,;DevelopmentReview°Manager at.(727) 562-4557 or y.j.a e-mail at neilahompson 4r Myclearwatet.coin; Very 07 ' yours, Michael pe1k,-AICP Planni g Director SIplanningDepartmenlCDB]FDEX(FLID)VnactivedrFinishedApplicatiotistPalmetto2166Arogress.Energy. (1RT)-ApprovedIFLD2006- 04026 Ddvelopment'0)'derOMnsion.doe Mr. Michael Delk Planning Director City of Clearwater 100 South Myrtle Avenue Clearwater, Florida, 33756 June 5, 2007 /V'O L_ PJ,#,H, * L':? rizlalllt?l y ?.i z 17 ? / lJ Re: FLD2006-04026- Progress Energy Clearwater Dear Mr. Delk Please accept this letter as our request for a 1-year extension for the above referenced Development Order for the Progress Energy. This request is based on the land development code section 4.04 and the specific criteria for our request is as follows: 1. Economic conditions have forced us to delay this project until the next budget period. 2. Increase in construction costs have forced us to reconsider some of our architectural drawings in order to keep our costs in line while still maintaining our commitment to a quality product. Should you require any additional information, please contact me and I will see that you receive whatever information you may require. Thank you for your help in this matter. Sincerely, The Murray Company Chris Wilson 15500 LIGHTWAVE DRIVE • SUITE 100 9 CLEARWATER, FL 33760 • OFFICE (727) 524-6000 0 FAX (727) 524-6998 CDB Meeting Date: Case Number: Agenda Item: Owner/Applicant: Representative: Address: August 15, 2006 FLD2006-04026 E5 Progress Energy/Michael Carter Mr. Christopher Wilson, The Murray Compan 2166 Palmetto Street CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development Approval to redevelop an existing Progress Energy facility (office/storage/vehicle service), in the Industrial Research & Technology District, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-1304.C. and a Comprehensive Landscape Program, under the provisions of Section 3-1202.G of the Community Development Code; with: ? A side (west) setback reduction from ten to zero feet to existing pavement along the palmetto street entrance; ? A side (east) setback reduction from ten to zero feet to existing pavement along the pal- metto street entrance; ? A front (north) setback reduction from 20 to 10 feet to pavement; ? Allowance for a chain link fence six feet in height with barbed wire facing out to be permitted in front of the principle structure, ? A reduction to the west (side) perimeter landscape buffer from 5 feet to zero feet; ? A reduction to the east (side) perimeter landscape buffer of the Palmetto access road from 5 feet to zero feet; and ? A reduction to the south (side) perimeter landscape buffer from 5 feet to zero feet. EXISTING ZONING/ Industrial, Research and Technology District (IRT) LAND USE: Industrial Limited (IL) PROPERTY SIZE: 14.106 acres PROPERTY USE: Current Use: Progress Energy Office/StorageNehicle Service Proposed Use: Progress Energy Office/StorageNehicle Service ADJACENT ZONING/ North: Industrial, retail, restaurant, office uses LAND USES: West: Wholesale/warehouse East: Detached dwellings South: Office ANALYSIS: Site Location and Existing Conditions: The 14.106 -acre site is located at the southwest corner of Palmetto Street and Belcher Road. North Belcher Road is a heavily traveled, four-lane divided roadway. The east side of North Belcher Road is residentially developed with single-family detached dwellings. The west side of North Belcher Road is developed industrially. The site is developed with office, warehouse Staff Report - Community Development Board - August 15, 2006 Case FLD2006-04026 - Page 1 of 7 nom; -p•„--. ?:"?:o ATP, ?'!/tN S LONG RANGE PLANNING DEVEILOPMEM* Ri:vn.w August 17, 2006 Mr. Christopher Wilson The Murray Company 15500 Lightwave Drive, Suite 100 Clearwater, FL 33760 • C I'TY OF C LEARWATER PIANNING DEPARTMENT Possr Ort:t(a: Box 4748, G.i.:, cwA-rrlc, FLoi?iDA 33758-4748 MUNICIPAL Sr•.IivlCi=s BUILDING, 100 SourLl MvlrrLi: AvENIT, CLGARwATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4865 Re: FLD2006-04026 - 2166 Palmetto Street (Progress Energy) Dear Mr. Wilson: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On August 15, 2006, the Community Development Board (CDB) reviewed your Flexible Development Approval to redevelop an existing Progress Energy facility (office/storage/vehicle service), in the Industrial Research & Technology District, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-1304.C. and a Comprehensive Landscape Program, under the provisions of Section 3-1202.G of the Community Development Code; with: A side (west) setback reduction from ten to zero feet to existing pavement along the palmetto street entrance; A side (east) setback reduction from ten to zero feet to existing pavement along the palmetto street entrance; A front (north) setback reduction from 20 to 10 feet to pavement; Allowance for a chain link fence six feet in height with barbed wire facing out to be permitted in front of the principle structure, A reduction to the west (side) perimeter landscape buffer from 5 feet to zero feet; A reduction to the east (side) perimeter landscape buffer of the Palmetto access road from 5 feet to zero feet; and A reduction to the south (side) perimeter landscape buffer from 5 feet to zero feet. The CDB APPROVED the application based upon the following Findings of Fact and Conclusions of Law and subject to the attached Conditions of Approval: Findings of Fact: 1. The subject 14.106 acres is zoned Industrial, Research and Technology District (IRT); 2. The proposed redevelopment exceeds the 25 percent improvement requirement ($461,613) of the Code at $5,000,000; 3. The proposed reductions to landscape buffering and the flexibility requested will upgrade and enhance the community character and visual appearance of the immediate vicinity along this portion of North Belcher Road; 4. The proposal will upgrade and enhance the community character and visual appearance of the immediate vicinity; 5. The proposed development is consistent and compatible in scale, bulk, coverage and character with other commercial properties in the vicinity; and 6. There is an active code enforcement case for the parcel. DRANK I In{i "I". 1\1n) ()III ?rni Ih,rn?, Curxai.>m:viter I I()1'r I I:UIII:I()\', CUI'MALMINMIR I,[:. I Om „1rcx:ni. E.\1111,MNIFNI A.NH Arriratxmi•: Ac:iio N 1"MIT nI:R" August 17, 2006 FLD2006-04026 Page 2 • Conclusions of Law: 1. Staff concludes that the proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-803.C; 2. Staff further concludes that the proposal is in compliance with the General Applicability criteria per Section 3-913 and the other standards of the Code; and 3. Based on the above findings staff recommends approval of this application. Conditions of Approval: 1. Prior to the issuance of any building permits, all Fire Department conditions must be addressed; 2. All Traffic Engineering conditions must be addressed prior to the issuance of any building permits, 3. Prior to the issuance of a Certificate of Occupancy, any required Transportation Impact Fees are paid; 4. The final design and color of the building be consistent with the building elevations submitted to, or as modified by, the Community Development Board; 5. The final layout of the site be consistent with the site plans submitted to, or as modified by, the Community Development Board; 6. Prior to the issuance of any building permits, provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, storm water and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail and any other pertinent information relating to tree preservation; 7. Relocate the Fire Department Connection (FDC) from under the canopies of the 5 and 10 inch pine trees located east of the Fleet Services building prior to the issuance of any building permits; 8. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within any impervious areas.); 9. Prior to issuance of a certificate of occupancy: If the applicant prefers not to install the required sidewalk, the applicant will be required to make a payment in lieu for sidewalk: 906 ft. (sidewalk length) x 5 ft. (wide) = 4,530 sq. (Belcher Road) and 601 ft. (sidewalk length) x 4 ft. (wide) = 2,404 sq. ft. (Range Road) for a total of 6,934 sq. ft. x $6.87 (based on annual sidewalk contract) = $47,636.58, pursuant to Community Development Code Section 3-1701; 10. Pursuant to Section 3-1204.1) all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade; 11. Prior to the issuance of any building permits, revise the landscape plan to show 100 percent coverage in the require 15 and 10 foot landscape buffers along Belcher and Range Roads. Also revise the landscape planting schedule as needed; 12. Landscaping is required along the perimeter of any/all chain link fence even when internal to the site; 13. The final design of the landscaping be installed and maintained consistent with the landscape plan submitted to, or as modified by, the Community Development Board; 14. Prior to issuance of a building permit, provide a copy of the approved SWFWMD permit or letter of exemption; 15. Prior to issuance of a building permit, provide a stage storage chart to show that the proposed retention pond can hold the increased volume shown in the drainage calculations; S: (Planning Departmen6C D BIFLEX (FLD)Ilnactive or Finished Applications IPalmetto 2166 Progress Energy (IRT) - ApprovedlFLD2006- 04026Development Order. doc • August 17, 2006 FLD2006-04026 Page 3 is 16. Prior to issuance of a building permit, revise site plans to show location of solid waste services on site plan (3 - 8 yard dumpster with enclosures); 17. Relocation of the communication tower will require separate approval; 18. The removal or relocation of the metal shed located at the corner of Range Road and Belcher Road, prior to the issuance of a Certificate of Occupancy; 19. All proposed chain link fence be black or green vinyl coated; 20. All proposed barb wire be faced inward unless installed so as to not overhang a property line; 21. All building permits be applied for within one year of the Community Development Board approval (by August 15, 2007); and 22. The final Certificate of Occupancy be obtained within two years of issuance of the first building permit. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by August 15, 2007). All required Certificates of Occupancy shall be obtained within two years of the date of issuance of the initial building permit. Please be advised that time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The CDB may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. 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. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4- 502.B. by the applicant or by any person granted party status 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., Should you have any questions, please do not hesitate to contact John Schodtler, Planner 11 at (727) 562-4547 or via e-mail at john.schodtlergp2yclearwater.com. Very truly yours, Michael Delk, AICP Planning Director S: (Planning Departmentl CD BIFLEX (FLD)Ilnactive or Finished Applications Walmetto 2166 Progress Energy (IR7) - ApprovedWLD2006- 04026 Development Order.doc ? W,I( 727- yz 3 3s-5 Page 1 of 1 Schodtler, John From: nicholas fritsch [nfritsch@tampabay.rr.com] Sent: Monday, August 14, 2006 12:23 PM To: Schodtler, John Cc: Clayton, Gina Subject: 2166 Palmetto After reviewing the photos and visiting, seeing the sidewalk wavier condition, it sure would be nice if some minimal landscapping along Belcher and to a lesser degree Range Rd. to partially hide all the materials from the public. That is a busy road and that is the biggest "wart" between Drew and Countryside. Nick 8/15/2006 0 CITY OF CLEARWATER NOTICE OF COMMUNITY DEVELOPMENT BOARD PUBLIC HEARINGS The Community Development Board of the City of Clearwater, Florida, will hold public hearings on Tuesday, August 15, 2006, beginning at 1:00 PM, in the City Council Chambers, in City Hall, 3rd floor, 112 South Osceola Ave, Clearwater, Florida, to consider the following requests: NOTE: All persons wishing to address an item need to be present at the BEGINNING of the meeting. Those cases that are not contested by the applicant, staff, neighboring property owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. Florida Power Corp. c/o Tax Dept. CX26. (Progress Energy, Michael Carter) are requesting Flexible Development Approval to redevelop an existing Progress Energy facility (office/storage/vehicle service), in the Industrial Research & Technology District, as a Comprehensive Infill Redevelopment Project, under the provisions of Sec. 2-1304.C and a Comprehensive Landscape Program, under the provisions of Sec. 3-1202.G of the Community Development Code with: 1) A side (west) setback reduction from 10 ft to zero ft to existing pavement along the Palmetto St. entrance; 2) A side (east) setback reduction from 10 ft to zero ft to existing pavement along the Palmetto St. entrance; 3) A front (north) setback reduction from 20 ft to 10 ft to pavement; 4) Allowance for a chain link fence 6 ft in ht with barbed wire facing out to be permitted in front of the principle structure; 5) A reduction to the west (side) perimeter landscape buffer from 5 ft to zero ft; 6) A reduction to the east (side) perimeter landscape buffer of the Palmetto access road from 5 ft to zero ft; and 7) A reduction to the south (side) perimeter landscape buffer from 5 ft to zero ft. (Proposed Use: Office/Storage/Vehicle Service) at 2166 Palmetto St, Sec. 12-29-15, M & B, 14.01. Assigned Planner: John Schodtler, Planner II. FLD2006-04026 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4-206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entities parties to personally testify, present evidence, argument and witnesses, cross-examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a'reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562-4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Cynthia E. Goudeau, MMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758-4748 NOTE: Applicant or representative must be present at the hearing. YOU ARE BEING SENT THIS NOTICE IF YOU ARE THE APPLICANT OR OWN PROPERTY WITHIN 200 FT OF THE SUBJECT PROPERTY. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562-4093 WITH THEIR REQUEST. Ad: 08/3/06 906 NORTH BELCHER PNTSHP 906 N BELCHER RD CLEARWATER FL 33765 - 2105 BAR-JOSEPH, DAN BAR-JOSEPH, MARIA 2219 ALLIGATOR CREEK RD CLEARWATER FL 33765 - 2204 FT.T)2 06-04026:45 B S ENTERPRISES 1500 BELCHER RD CLEARWATER FL 33767 - BOOS DEVELOPMENT GROUP INC 2651 MCCORMICK DR CLEARWATER FL 33759 - 1041 Clearwater Neighborhoods Coalition Sondra Kerr, President P.O. Box 8204 Clearwater, FL 33758 CURRENT OWNER 2209 PALMETTO ST CLEARWATER FL 33765 - 2239 FELDMAN, MARVIN J FELDMAN, LINDA 1500 N BELCHER RD CLEARWATER FL 33765 - 1301 GTE FLORIDA INCORPORATED PO BOX 152206 IRVING TX 75015 - 2206 HOLT, JOSEPH E SR THE HOLT, ABBY K THE 1171 CANDLER RD CLEARWATER FL 33765 - 2304 KELLER, JOHN E SR KELLER, JOHN E JR 2440 W BAY DR LARGO FL 33770 - 1933 BATTISTA, JOHN M BATTISTA, DOREEN M 2242 ALLIGATOR CREEK RD CLEARWATER FL 33765 - 2203 BRADFORD, EDGAR A BRADFORD,SUZANNE 1168 CANDLER RD CLEARWATER FL 33765 - 2303 CROWN CASTLE GT CO PMB 353 4017 WASHINGTON RD MCMURRAY PA 15317 - 2520 DEVIGNEZ, DENIS C DEVIGNEZ, DEANNA L 1520 BURNHAM LN DUNEDIN FL 34698 - 3215 FLORIDA POWER CORP PO BOX 14042 ST PETERSBURG FL 33733 - 4042 HEIST, CHARLES HEIST, KAREN L 2241 ALLIGATOR CREEK RD CLEARWATER FL 33765 - 2204 J R PROPERTIES LLC 2135 CAMDEN WAY CLEARWATER FL 33759 - 1024 MANGAN, PAULA M MANGAN, THOMAS J JR 1052 CANDLER RD CLEARWATER FL 33765 - 2301 HLFONSO, ADELFA S 1217 LAKE AVE SE LARGO FL 33771 - 3150 BAY AREA SPECIALTIES INC 2125 RANGE RD CLEARWATER FL 33765 - 2126 Christopher Wilson. 15500 Lightwave Drive, Suite 100 Clearwater, FL 33760 CSX TRANSPORTATION INC 500 WATER ST JACKSONVILLE FL 32202 - 4423 DIOCESE OF ST PETERSBURG PO BOX 40200 ST PETERSBURG FL 33743 - 0200 FOROUTAN, AMIR 112 N ORION AVE CLEARWATER FL 33765 - 2919 HERCULES HYDRAULICS INC 1016 N BELCHER RD CLEARWATER FL 33765 - 2100 JETTMAR, DEREK 2108 PALMETTO CLEARWATER FL 33765 - 2119 MC CLANNAHAN, BRIAN 1011 CANDLER RD CLEARWATER FL 33765 - 2302 MONIN INC NEMS OSTREC LLC 2100 RANGE RD 2140 RANGE RD # H 215 BAYSIDE DR CLEARWATER FL 33765 - 2125 CLEARWATER FL 33765 - 2127 CLEARWATER FL 33767 - 2504 PAVLIDAKEY, ANNA C PAVLIDAKEY, GEORGE P 1094 CANDLER RD CLEARWATER FL 33765 - 2301 RAILEY, DANIEL E RAILEY, ANN H 1053 CANDLER DR CLEARWATER FL 33765 - 2302 ROSS, MARY LEE 1135 CANDLER RD CLEARWATER FL 33765 - 2304 9 PIPER, WALTER J 2115 RANGE RD CLEARWATER FL 33765 - 2126 RANGE ROAD LLC 400 CLEVELAND ST 7TH FL CLEARWATER FL 33755 - 4041 VASQUEZ, RONALD VASQUEZ, JANET 1136 CANDLER RD CLEARWATER FL 33765 - 2303 foSTIER, MARK POSTIER, SHELLY 2220 ALLIGATOR CREEK RD CLEARWATER FL 33765 - 2203 RANGE ROAD PROPERTIES LLC 5 AMBLESIDE DR BELLEAIR FL 33756 - 1909 WEAVER ENTERPRISES INC 2050 WEAVER PARK DR CLEARWATER FL 33765 - 2175 WHITE PROPERTIES LTD WOLF, HAZEL WORK & SON-KRAEER HOLDINGS INC 113 MARINA DEL REY CT WOLF, SPENCER 18016 VILLA CREEK VILLAGE CLEARWATER FL 33767 - 2941 1189 CANDLER RD TAMPA FL 33647 - 2596 CLEARWATER FL 33765 - 2304 Cqpy of Clearwater Comment i The Murray Company-Progress Energy Clearwater Campus Conditions Associated With FLD2006-04026 TYPE Comments Reviewed B Engineering 1. Submit a utility plan showing all existing public and private utilities. Steve Doherty (Community Development Code 4-202). 727-562-4773 Response All existing public and private utilities area shown on the Utility Plan. WRA CRC 2. Show all proposed new utility construction/connections on the utility plan. Show all city details applicable to this project. The City's Construction Standards and Utility Information can be found on our web site: www.m clearwater.com/ ov/de ts/ wa/en in/Production/stddet/index.as . There are no proposed new utility connections associated with the new Administration Building. The existing potable water and sanitary laterals will be WRA Response utilized from the existing building. A small adjustment to the connections may CRC need to be done in order to effectively connect to the new building. Please see attached Utility Plan. 3. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within an impervious areas. Response Acknowledged. WRA CRC All of the above to be addressed prior to CDB. Prior to issuance of a certificate of occupancy: 1. If the applicant prefers not to install the required sidewalk, the applicant will be required to make a payment in lieu for sidewalk: 906 ft. (sidewalk length) x 5 ft. (wide) = 4,530 sq. (Belcher Road) and 601 ft. (sidewalk length) x 4 ft. (wide) = 2,404 sq.ft. (Range Road) for a total of 6,934 sq.ft. x $6.87 (based on annual sidewalk contract) = $47,636.58. Due prior to C.O. Original application needs signed by owner or representative and submitted to the engineering department. Per Community Development Code Section 3-1701. Response Acknowledged. WRA CRC General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental No Issues Heather Faessle Condition 727-562-4897 James Keller Fire Condition Show the Location of Fire Department Connection on Belcher 727-562-4327 X3062 The existing conditions survey and as-builts from the Progress Energy-Clearwater WRA Response Campus site do not show any evidence of a FDC on Belcher so it has not been CRC located on the attached plans. Show the location of Fire Hydrants, 1 Fire Hydrant within 40 feet of the FDC and a separate hydrant within 300 feet for fire fighting purpose. The building is not proposed to be sprinkled so they are no FDCs proposed. There WRA Response is an existing fire hydrant on-site that is within 300 feet that will be utilized to CRC meet the requirement for fire fighting purposes. Building is sprinkled show the location of the Fire Department Connection and a fire hydrant within 40 feet. Response The building is not proposed to be sprinkled. WRA CRC Show locations of fire hydrants on site plan Ah a Response There are two fire hydrants on the existing site and they have been indicated on WRA the Utility Plan. CRC Per Section 3-1204.D all landscaping must be protected from vehicular and Landscape pedestrian traffic by the installation of curbing and wheel stops, or other protective John Schodtler Curbing devices along the perimeter of any landscaping which adjoins vehicular use areas 727-562-4547 Condition and sidewalks. These protective devices shall have a minimum height of six inches above grade. There is a 6" standing curb proposed around all parking lots that will prevent vehicles from damaging any landscaping. Vehicles that are proposed to park up WRA Response against sidewalks will have to have parking bumpers to prevent the blocking of CRC the pedestrian access. The sidewalk will also be 6" above the pavement to act as a curb. Landscape Revise landscape plan to show a true 15 and 10 foot landscape buffers along John Schodtler Belcher and Range Roads 727-562-4547 Response Dimensions have been added to the Landscape Plan that show a 15 foot landscape WRA buffer along Belcher and a 10 foot landscape buffer along Range Road. CRC Provide required landscape buffers at the intersection of Belcher and Range Rds. Response The required landscape buffer has been extended around the intersection of WRA Belcher and Range Roads. CRC Provide landscape buffer along the fence near the pond (Belcher Rd). Response The landscape buffer has been included along the fence near the pond on Belcher WRA Road. CRC Provide foundation plantings for 100% of the new administration building facade fronting Belcher Road, per Section 3-1202.E.2 The entire building facade for the new administration building fronting Belcher Response Road has been hatched and called out as foundation landscaping. A note has been WRA added to the Landscape Plan stating that the building facade along Belcher Road CRC must have 100% foundation plantings per Sec. 3-1202.E.2. Provide more information to the planting schedule, with regards to the type of shrubs proposed. What type? How tall? How many? Response The types of shrubs for both the interior and landscape buffers have been detailed WRA to greater extent in the planting schedules. CRC Provide information to the planting schedule for the trees and shrubs utilized for the landscape buffering. Response A separate planting schedule has been added to the landscape plan that details the WRA plantings with the landscape buffer areas. CRC Landscaping is required along the perimeter of a chain link fence even when internal to the site. Add minimum 3 foot of landscaping along internal sections of fencing around the new admin building and down to Belcher Road). Response Shrubs have added to the Landscape Plan on the section of the fence internal to WRA the site from the new Admin Building to Belcher Road. CRC Land Resource Relocate the Telecom Building to preserve the 18" tree prior to CDB. Rick Albee Condition 727-562-4741 The proposed Telecom Building has been relocated to preserve the 18" sycamore WRA Response tree. A separate permit has been submitted to the City for the construction of the CRC Telecom Building. Preserve the 5 and 10" pine trees east of the Fleet Service building prior to CDB Response The 5" and 10" pine trees east of the Fleet Service building have been preserved WRA and can be seen on the revised Landscape Plan. CRC Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.: crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy Ah a line, actual tree ba de limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree reservation. Provide prior to building permit. The Tree Preservation Plan prepared by a Certified Arborist is currently in the WRA Response process of being completed. A copy of the Tree Preservation Plan will furnished CRC to the City of Clearwater upon completion. Prior to issuance of a building permit the applicant is to provide the following: Bob Maran Storm Water 1) copy of approved SWFWMD permit or letter of exemption. 727-562-4592 Condition 2) 2) stage storage chart to show that the proposed retention pond can hold the increased volume shown in the drainage calculations. Acknowledged. Prior to final approvals a SWFWMD permit will be provided to City of Clearwater. Stage storage calculations are not provided because the development is actually reducing the volume of runoff generated by the site. The WRA Response final built-out of the Clearwater Campus will actually decrease the impervious by CRC more than 10,000 sf causing a decrease in stormwater runoff as detailed in the drainage analysis. Solid Waste Show location of solid waste service 3 8yd Dumpsters, with enclosures. Tom Glenn Condition 727-562-4930 Response Murray Company is in the process of coordinating with Progress Energy on the WRA placement of the dum sters. CRC Traffic Eng 1. Provide an accessible path from a building's accessible entrance to a public Bennett Elbo Condition sidewalk and to multiple buildings on site compliant with Florida Accessibility 727-562-4775 Code for Building Construction Chapter 11, Section 11-4.3.2. An accessible path from all building's accessible entrances to a public sidewalk WRA Response and to multiple buildings has been provided as shown on the revised Site Plan. CRC Crosswalks and sidewalks have been added where feasible to allow these accessible paths. 2. Provide handicap parking stall and sign details compliant with City Standards. (Part C Section 100, Index No. 118 & 119) htt ://www.m clearwater.com/ ov/de ts/ wa/en in/Production/stddet/index.as Response The handicap sign and parking details have been added to plans in the Site Notes WRA and Details Sheet. CRC 3. Show 20' x 20' sight visibility triangles at the driveway along Belcher Road. (Community Development Code, Section 3-904). Response A 20' x 20' sight visibility triangle has been provided to the Site Plan at the WRA driveway along Belcher Road to ensure a clear line of site. CRC 4. Provide dimensions of driveways, drive aisles, and parking spaces on site plan. Response Dimensions have been provided on the Site Plan detailing driveways, drive aisles, WRA and parking spaces including handicap spaces. CRC 5. Dimensions shall comply with the Community Development Code Section 3- 1402(A). Response All dimensions provided on the Site Plan are in accordance with the Community WRA Development Code Section 3-1402(A). CRC All of the above to be addressed prior to CDB. General Notes s : 1) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Zoning DRC Note: Relocation of the communication tower needs to be discussed in more John Schodtler Condition depth. This may require a separate Flexible approval. 727-562-4547 The communication tower for the Telecom Building has been removed from the WRA Response plans. It is acknowledged that a separate permit will be needed for the CRC construction of the communication tower. f Is the metal shed located at the corner of Range and Belcher to be removed, since it will be located on the outside of the proposed fence? Response A note has been added to the Site Plan stating that the existing metal shed will WRA Ah a 'qW need to be relocate ithin the proposed fence line. CRC Proposed chain link fence will need to be black or green vinyl coated. (Staff recommends black). Response Acknowledged. WRA CRC The existing chain link fence along the pond needs to be replaced to match the new vinyl coated fence. Response The plans have been modified to show the replacement of the chain link along the WRA and bank. CRC The building elevations show at least one doorway per elevation, but the site plans do not reflect sidewalks or porches leading u to them? Revise the site plan. The Site Plan has been revised to show sidewalks leading up to all entrances and WRA Response exits of the proposed new Admin Building. The preliminary architectural CRC background of the proposed building has been added to the Site Plan to show these ingress/egress locations. Provide one set of building elevations for the proposed Telecom Building. Include color and dimensions. The proposed Telecom Building will not be constructed as part of this WRA Response Comprehensive Infill Development. A separate permit application has been filed CRC with the City of Clearwater for the construction of the Telecom Building. r • >< of Clearwater Comments The Murray Company-Progress Energy Clearwater Campus Conditions Associated With FLD2006-04026 TYPE Comments Reviewed B DRC Note: Relocation of the communication tower needs to be discussed in more John Schodtler Landscape depth. This may require a separate Flexible approval. 727-562-4547 Response The relocation of the communication tower has been taken out of the WRA Comprehensive Infill Development Plan. CRC The Telecom Building will also exceed the 25% improvement requirement and will need to be included in this request. Provide 15 sets of dimensioned building elevations of the proposed Telecom Building. One set needs to be color. 06/22/06 - Provide one set of building elevations for the proposed Telecom Building. Include color and dimensions. Per coordination from The Murray Company and Progress Energy with City of WRA Response Clearwater, the Telecom Building will not be subject to the 25% improvement CRC requirement mentioned above. The Telecom Building has been taken out of the Comprehensive Infill Development Plan and submitted as its own separate permit. Provide a Tree Preservation Plan prepared by a certified arborist, consulting Rick Albee arborist, landscape architect or other specialist in the field of arboriculture. This 727-562-4741 plan must show how the proposed building, parking, stormwater and utilities Land Resource impact the critical root zones (drip lines) of trees to be preserved and how you Condition propose to address these impacts i.e.: crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree reservation. Provide prior to building permit. The Tree Preservation Plan prepared by a Certified Arborist is currently in the WRA Response process of being completed. A copy of the Tree Preservation Plan will be CRC furnished to the City of Clearwater upon completion and prior to Building Permit. Relocate the FDC from under the canopies of the 5" and 10" pine trees prior to building permit. Response The FDC under the canopies of the 5" and 10" pine trees has already been WRA installed as art of the Fleet Service permit. CRC Solid Waste Show location of solid waste service on site plan (3 8yd Dumpsters, with Tom Glenn Condition enclosures), prior to Jul 12, 2006 "PROVIDE TWO COPIES 727-562-4930 Response The plans have been modified to show the locations of the 3, 8cy dumpsters. WRA CRC 1. Provide an accessible path from a building's accessible entrance to a public Bennett Elbo Traffic Eng sidewalk and to multiple buildings on site compliant with Florida Accessibility 727-562-4775 Condition Code for Building Construction Chapter 11, Section 11-4.3.2. 6/30/06 - PROVIDE SIDWALK TO BELCHER ROW. Response A sidewalk connection has been added from the new Admin Building to the WRA Belcher ROW and can be seen on the modified plans. CRC 2. Show 20' x 20' sight visibility triangles at the driveway along Belcher Road. (Community Development Code, Section 3-904). 06/30/06 - THE BASE OF THE SITE TRIANGLES MUST BE AT THE PROPERTY LINE. Response The base of the triangles has been moved to the property line and can be seen on WRA the modified plans. CRC ORIGINAL RECEIVED iUL 12 2006 PLANNING DEPARTMENT CITY OF CLEARWATER I 3. Provide dimensions of driveways, drive aisles, and parking spaces on site plan. 06/30/06 - PROVIDE DIMENSIONS OF DRIVEWAY TO BELCHER ROAD. Dimensions of the driveway connection to Belcher Road have been added to the WRA Response site plan. The width of the driveway connection is remaining the same as existing CRC conditions. All of the above to be addressed prior to CDB. Jul 12, 2006 - 2 COPIES General Notes s 1) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit A lication. ORIGINAL RECENED JU1.12 206 PLANNING C1Ef'AI1TIViEI?Y CITY OF CLEA MATER V-9 of Clearwater Comments City The Murray Company-Progress Energy Clearwater Campus Conditions Associated With FLD2006-04026 TYPE Comments Reviewed B DRC Note: Relocation of the communication tower needs to be discussed in more John Schodtler Landscape depth. This may require a separate Flexible approval. 727-562-4547 The relocation of the communication tower has been taken out of the WRA Response Comprehensive Infill Development Plan. CRC The Telecom Building will also exceed the 25% improvement requirement and will need to be included in this request. Provide 15 sets of dimensioned building elevations of the proposed Telecom Building. One set needs to be color. 06/22/06 - Provide one set of building elevations for the proposed Telecom Building. Include color and dimensions. Per coordination from The Murray Company and Progress Energy with City of WRA Clearwater, the Telecom Building will not be subject to the 25% improvement CRC Response requirement mentioned above. The Telecom Building has been taken out of the Comprehensive Infill Development Plan and submitted as its own separate penrut. Provide a Tree Preservation Plan prepared by a certified arborist, consulting Rick Albee arborist, landscape architect or other specialist in the field of arboriculture. This 727-562-4741 plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you Land Resource propose to address these impacts i.e.: crown elevating, root pruning and/or root Condition aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree reservation. Provide prior to building permit. The Tree Preservation Plan prepared by a Certified Arborist is currently in the WRA Response process of being completed. A copy of the Tree Preservation Plan will be CRC furnished to the City of Clearwater upon completion and prior to Building Permit. Relocate the FDC from under the canopies of the 5" and 10" pine trees prior to building permit. Response The FDC under the canopies of the 5" and 10" pine trees has already been WRA installed as art of the Fleet Service permit. CRC Solid Waste Show location of solid waste service on site plan (3 8yd Dumpsters, with Tom Glenn Condition enclosures), prior to Jul 12, 2006 "PROVIDE TWO COPIES 727-562-4930 Response The plans have been modified to show the locations of the 3, 8cy dumpsters. WRA CRC 1. Provide an accessible path from a building's accessible entrance to a public Bennett Elbo Traffic Eng sidewalk and to multiple buildings on site compliant with Florida Accessibility 727-562-4775 Condition Code for Building Construction Chapter 11, Section 11-4.3.2. 6/30/06 - PROVIDE SIDWALK TO BELCHER ROW. Response A sidewalk connection has been added from the new Admin Building to the WRA Belcher ROW and can be seen on the modified plans. CRC 2. Show 20' x 20' sight visibility triangles at the driveway along Belcher Road. (Community Development Code, Section 3-904). 06/30/06 - THE BASE OF THE SITE TRIANGLES MUST BE AT THE PROPERTY LINE. Response The base of the triangles has been moved to the property line and can be seen on WRA the modified plans. CRC ORIGINAL RECEIVED JUL 12 2006 PLANNING DEPARRI' E?' CITY Of CLEAR 3. Provide dimensions of driveways, drive aisles, and parking spaces on site plan. 06/30/06 - PROVIDE DIMENSIONS OF DRIVEWAY TO BELCHER ROAD. Dimensions of the driveway connection to Belcher Road have been added to the WRA Response site plan. The width of the driveway connection is remaining the same as existing CRC conditions. All of the above to be addressed prior to CDB. Jul 12, 2006 - 2 COPIES General Notes s 1) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. ORIGINAL RECEIVED JUL 12 2006 PLANNING DEPARTC11: CITY, OF CLEARW 1" TrY fs?a?i? ;;?'Conditions Associated With• g% FLD2006-04026 ? 2166 PALMETTO ST Fire Condition James Keller 562-4327 x3062 06/20/2006 Show the Location of Fire Department Connection on Belcher Not Met 06/20/2006 Show the location of Fire Hydrants, 1 Fire Hydrant within 40 feet of the FDC and a seperate Not Met hydrant within 300 feet for fire fighting purpose. 06/20/2006 Building is sprinkled show the location of the Fire Department Connection and a fire hydrant within Not Met 40 feet 06/20/2006 Show locations of fire hydrants on site plan. Not Met Land Resource Condition Rick Albee 727-562-4741 06/20/2006 Relocate the Telecom building to preserve the 18" tree prior to CDB. Not Met 06/20/2006 Preserve the 5 and 10" pine trees east of the Fleet Service building prior to CDB. Not Met 06/20/2006 Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape Not Met architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree preservation. Provide prior to building permit. Solid Waste Condition Tom Glenn 562-4930 06/19/2006 Show location of solid waste service 3 8yd Dumpsters, with enclosures, Not Met Traffic Eng Condition Bennett Elbo 562-4775 06/15/2006 Provide an accessible path from a building's accessible entrance to a public Not Met sidewalk and to multiple buildings on site compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2. 6/30/06 - PROVIDE SIDEWALK TO BELCHER ROW. 2. Provide handicap parking stall and sign details compliant with City standards. (Part C Section 100, Index No. 118 &119) 6/30/06 - MET http://www. myclearwater.com/gov/depts/pwa/engin/Production/stddet/index.asp 3. Show 20'x 20' sight visibility triangles at the driveway along Belcher Road. (Community Development Code, Section 3-904). 6/30/06 - SITE TRIANGLES ARE NOT SHOWN CORRECTLY. THE BASE OF THE TRIANGLE IS THE PROPERTY LINE. 4. Provide dimensions of driveways, drive aisles, and parking spaces on site plan. 6/30/06 - PROVIDE DIMENSION OF DRIVEWAY TO BELCHER ROAD. 5. Dimensions shall comply with the Community Development Code Section 3-1402(A). 6/30/06 MET All of the above to be addressed prior to CDB. General Note(s): 1) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Zoning Condition John Schodtler 727-562-4547 06/16/2006 DRC Note: Relocation of the communication tower needs to be discussed in more depth. This Not Met may require a seperate Flexible approval. Print Date: 07/03/2006 CaseConditons Page 1 of 2 FLD2006-04026 2166 PALMETTO ST • Zoning Condition John Schodtler 727-562-4547 06/22/2006 The Telecom building will also exceed the 25% improvement requirement and will need to be Not Met included in this request. Provide 15 sets of dimensioned building elevations of the proposed Telecom Building. One set needs to be color. 6/2212006 - Provide one set of building elevations for the proposed Telecom Building. Include color and dimensions. Print Date: 07/03/2006 CaseConditons Page 2 of 2 0 • City of Clearwater Comments WIGINAL RECEIVED JUL 03 2006 The Murray Company-Progress Energy Clearwater CA MS DEPARTMENT Conditions Associated With FLD2006-04026 CITY OF CLFARWATER TYPE Comments Reviewed B Subm a utility plan showing all ll existing public and private utilities. Steve Doherty Engineering Development Code 4-202 (Community 727-562-4773 Response All existing public and private utilities area shown on the Utility Plan. WRA CRC 2. Show all proposed new utility construction/connections on the utility plan. Show all city details applicable to this project. The City's Construction Standards and Utility Information can be found on our web site: www.m clearwater.com/ ov/de ts/ wa/en in/Production/stddet/index.as . There are no proposed new utility connections associated with the new Administration Building. The existing potable water and sanitary laterals will be WRA Response utilized from the existing building. A small adjustment to the connections may CRC need to be done in order to effectively connect to the new building. Please see attached Utility Plan. 3. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within an impervious areas.) Response Acknowledged. WRA CRC All of the above to be addressed prior to CDB. Prior to issuance of a certificate of occupancy: 1. If the applicant prefers not to install the required sidewalk, the applicant will be required to make a payment in lieu for sidewalk: 906 ft. (sidewalk length) x 5 ft. (wide) = 4,530 sq. (Belcher Road) and 601 ft. (sidewalk length) x 4 ft. (wide) = 2,404 sq.ft. (Range Road) for a total of 6,934 sq.ft. x $6.87 (based on annual sidewalk contract) = $47,636.58. Due prior to C.O. Original application needs signed by owner or representative and submitted to the engineering department. Per Community Development Code Section 3-1701. Response Acknowledged. WRA CRC General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental No Issues Heather Faessle Condition 727-562-4897 James Keller Fire Condition Show the Location of Fire Department Connection on Belcher 727-562-4327 X3062 The existing conditions survey and as-builts from the Progress Energy-Clearwater WRA Response Campus site do not show any evidence of a FDC on Belcher so it has not been CRC located on the attached plans. Show the location of Fire Hydrants, 1 Fire Hydrant within 40 feet of the FDC and a separate hydrant within 300 feet for fire fighting purpose. The building is not proposed to be sprinkled so they are no FDCs proposed. There WRA Response is an existing fire hydrant on-site that is within 300 feet that will be utilized to CRC meet the requirement for fire fighting purposes. Building is sprinkled show the location of the Fire Department Connection and a fire hydrant within 40 feet. Response The building is not proposed to be sprinkled. WRA CRC Show locations of fire hydrants on site plan r-l C There are two fire hydrants on the existing site and they have been indicated on WRA Response the Utility Plan. CRC Per Section 3-1204.13 all landscaping must be protected from vehicular and Landscape pedestrian traffic by the installation of curbing and wheel stops, or other protective John Schodtler Curbing devices along the perimeter of any landscaping which adjoins vehicular use areas 727_562-4547 Condition and sidewalks. These protective devices shall have a minimum height of six inches above grade. There is a 6" standing curb proposed around all parking lots that will prevent vehicles from damaging any landscaping. Vehicles that are proposed to park up WRA Response against sidewalks will have to have parking bumpers to prevent the blocking of CRC the pedestrian access. The sidewalk will also be 6" above the pavement to act as a curb. Revise landscape plan to show a true 15 and 10 foot landscape buffers along John Schodtler Landscape Belcher and Range Roads 727-562-4547 Dimensions have been added to the Landscape Plan that show a 15 foot landscape WRA Response buffer along Belcher and a 10 foot landscape buffer along Range Road. CRC Provide required landscape buffers at the intersection of Belcher and Range Rds. Response The required landscape buffer has been extended around the intersection of WRA Belcher and Range Roads. CRC Provide landscape buffer along the fence near the and (Belcher Rd). Response The landscape buffer has been included along the fence near the pond on Belcher WRA Road. CRC Provide foundation plantings for 100% of the new administration building facade fronting Belcher Road, per Section 3-1202.E.2 The entire building facade for the new administration building fronting Belcher Response Road has been hatched and called out as foundation landscaping. A note has been WRA added to the Landscape Plan stating that the building facade along Belcher Road CRC must have 100% foundation plantings per Sec. 3-1202.E.2. Provide more information to the planting schedule, with regards to the type of shrubs proposed. What type? How tall? How many? Response The types of shrubs for both the interior and landscape buffers have been detailed WRA to greater extent in the planting schedules. CRC Provide information to the planting schedule for the trees and shrubs utilized for the landscape buffering. Response A separate planting schedule has been added to the landscape plan that details the WRA plantings with the landscape buffer areas. CRC Landscaping is required along the perimeter of a chain link fence even when internal to the site. Add minimum 3 foot of landscaping along internal sections of fencing (around the new admin building and down to Belcher Road). Response Shrubs have added to the Landscape Plan on the section of the fence internal to WRA the site from the new Admin Building to Belcher Road. CRC Land Resource Relocate the Telecom Building to preserve the 18" tree prior to CDB. Rick Albee Condition 727-562-4741 The proposed Telecom Building has been relocated to preserve the 18" sycamore WRA Response tree. A separate permit has been submitted to the City for the construction of the CRC Telecom Building. Preserve the 5 and 10" pine trees east of the Fleet Service building prior to CDB The 5" and 10" pine trees east of the Fleet Service building have been preserved WRA Response and can be seen on the revised Landscape Plan. CRC Provide a Tree Preservation Plan prepared by a certified arborist, consulting ORIGINAL arborist, landscape architect or other specialist in the field of arboriculture. This RECEIVED plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you jL 03 2006 propose to address these impacts i.e.: crown elevating, root pruning and/or root aerations stems. Other data required on this plan must show the trees canopy PLANNING DEPARTM .NT CITY OF CLEARWATER 'uY'C"lNAL RECENED i ? line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines ,JL 03 2006 if required), and the tree barricade detail. And any other pertinent information relating to tree reservation. Provide prior to building permit. iA-PARTM The Tree Preservation Plan prepared by a Certified Arborist is currently in the ""'T' ?A Response process of being completed. A copy of the Tree Preservation Plan will furnished CRC to the City of Clearwater upon completion. Prior to issuance of a building permit the applicant is to provide the following: Bob Maran Storm Water 1) copy of approved SWFWMD permit or letter of exemption. 727-562-4592 Condition 2) 2) stage storage chart to show that the proposed retention pond can hold the increased volume shown in the drainage calculations. Acknowledged. Prior to final approvals a SWFWMD permit will be provided to City of Clearwater. Stage storage calculations are not provided because the Response development is actually reducing the volume of runoff generated by the site. The WRA final built-out of the Clearwater Campus will actually decrease the impervious by CRC more than 10,000 sf causing a decrease in stormwater runoff as detailed in the drainage analysis. Solid Waste Show location of solid waste service 3 8yd Dumpsters, with enclosures. Tom Glenn Condition 727-562-4930 Response Murray Company is in the process of coordinating with Progress Energy on the WRA placement of the dum sters. CRC Traffic Eng 1. Provide an accessible path from a building's accessible entrance to a public Bennett Elbo Condition sidewalk and to multiple buildings on site compliant with Florida Accessibility 727-562-4775 Code for Building Construction Chapter 11, Section 11-4.32. An accessible path from all building's accessible entrances to a public sidewalk WRA Response and to multiple buildings has been provided as shown on the revised Site Plan. CRC Crosswalks and sidewalks have been added where feasible to allow these accessible paths. 2. Provide handicap parking stall and sign details compliant with City Standards. (Part C Section 100, Index No. 118 & 119) htt://www.m clearwater.com/ ov/de ts/ wa/en in/Production/stddpt/index,as Response The handicap sign and parking details have been added to plans in the Site Notes WRA and Details Sheet. CRC 3. Show 20' x 20' sight visibility triangles at the driveway along Belcher Road. (Community Development Code, Section 3-904). Response A 20' x 20' sight visibility triangle has been provided to the Site Plan at the WRA driveway along Belcher Road to ensure a clear line of site. CRC 4. Provide dimensions of driveways, drive aisles, and parking spaces on site plan. Response Dimensions have been provided on the Site Plan detailing driveways, drive aisles, WRA and parking spaces including handicaps aces. CRC 5. Dimensions shall comply with the Community Development Code Section 3- 1402(A). Response All dimensions provided on the Site Plan are in accordance with the Community WRA Development Code Section 3-1402(A). CRC All of the above to be addressed prior to CDB. General Notes(s): 1) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Zoning DRC Note: Relocation of the communication tower needs to be discussed in more John Schodtler Condition depth. This may require a separate Flexible approval. 727-562-4547 The communication tower for the Telecom Building has been removed from the WRA Response plans. It is acknowledged that a separate permit will be needed for the CRC construction of the communication tower. Is the metal shed located at the corner of Range and Belcher to be removed, since it will be located on the outside of the proposed fence? Response A note has been added to the Site Plan stating that the existing metal shed will WRA ;Nl ?1 need to be relocated within the proposed fence line. CRC Proposed chain link fence will need to be black or green vinyl coated. (Staff recommends black). Response Acknowledged. WRA CRC The existing chain link fence along the pond needs to be replaced to match the new vinyl coated fence. The plans have been modified to show the replacement of the chain link along the WRA Response and bank. CRC The building elevations show at least one doorway per elevation, but the site plans do not reflect sidewalks or porches leading u to them? Revise the site plan. The Site Plan has been revised to show sidewalks leading up to all entrances and WRA exits of the proposed new Admin Building. The preliminary architectural CRC Response background of the proposed building has been added to the Site Plan to show these ingress/egress locations. Provide one set of building elevations for the proposed Telecom Building. Include color and dimensions. The proposed Telecom Building will not be constructed as part of this WRA Response Comprehensive Infill Development. A separate permit application has been filed CRC with the City of Clearwater for the construction of the Telecom Building. ORIGINAL RECEIVED JUL 03 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 5/22/06 CIRP Variance Request The Murray Company and Progress Energy are requesting a variance at their Clearwater Campus for: . ` 0 1. The (10')) setback and (5') landscape buffer requirements along (1,256') West and (250') East of their access road located on the Westside of the property. This variance is necessary because Progress Energy uses the drive for their line trucks to access the site, and require the current width for safe travel of trucks entering and exiting the property. V/ 2. The (20') setback requirement at the (601') along Range Road. This variance is necessary because Progress Energy line trucks must be able to access both sides of their pole piles and storage isles to safely load the trucks. The (10') landscape buffer along this edge of the property would still be put in place. 13 3. The (5') landscape buffer requirements at the (300') of property line between 0 Progress Energy and Hercules. This variance is requested because the area is currently green space and has retention ponds on both sides. 4. The (5') sidewalk requirement at (906') along Belcher Road. This variance is necessary because the area is currently being used by Pinellas County Stormwater Management as a drainage swale. In addition there is no sidewalk at the adjoining Y property to tie into and there is no room for a sidewalk to be installed safely at the area by retention pond. 5. The (4') sidewalk requirement at (601') along Range Road. This variance is necessary because there is no sidewalk at the adjoining property or at Belcher Road to tie into. In addition, there is no sidewalk along this side of the street at all between Belcher Road and Hercules Avenue, but there is a sidewalk on the opposite side of the street. 6. The barbwire fencing facing outward instead of inward. This variance is necessary because it is a Progress Energy security standard and is necessary to the security of the Clearwater Campus. ? -11 CDAI 1 t nj? I t _t? ? . ORIGINAL RECEIVED MAY 2 5 2066 _ U SV C- " pLANNING DEPA00ENT CITY OF CLEARW4ATFR 15500 LIGHTWAVE DRIVE • SUITE 100 • CLEARWATER, FL 33760 • OFFICE (727) 524-6000 • FAX (727) 524-6998 rx • PAL! `'" Conditions Associated With si..4 FLD2006-04026 IT 2166 PALMETTO ST Land Resource Condition Rick Albee 727-562-4741 06/20/2006 Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree preservation. Provide prior to building permit. 07/05/2006 Relocate the FDC from under the canopies of the 5 and 10" pine trees prior to building permit. Solid Waste Condition Tom Glenn 562-4930 06/19/2006 Show location of solid waste service on site plan (3 - 8yd Dumpsters, with enclosures), rigor to Ju! 12, 2006 "PROVIDE 2 COPIES. Traffic Eng Condition Bennett Elbo 562-4775 06/15/2006 Provide an accessible path from a building's accessible entrance to a public sidewalk and to multiple buildings on site compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2. 6/30/06 - O WALK TO BELCHE ROW. 2. Provide handicap parking stall and sign details compliant with City standards. (PartC Section 100, Index No. 118 &119) 6/30/06 - MET http://www. myclearwater.com/gov/depts/pwa/engin/Prod uction/stddet/i ndex.asp 3. Show 20'x 20' sight visibility triangles at the driveway along Belcher Road. (Community Development Code, Section 3-904). 6/30/06 - SIF TRIANGLES ARE NOT SHOW??V CORRECTLY. THE BASE OF THE TRIANGLE IS THE PROPERTY LINE. 4. Provide dimensions of driveways, rive aisles, and par Ring spaces on site plan. 6/30/06 - WS OF DRIVEWAY TO BELCHER ROAD. 5. Dimensions shall comply with the ommuni eve opment Code Section 3-1402(A). 6/30/06 MET All of the above to be addressed prior to CDB. ?N, Z d General Note(s): 1) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Zoning Condition John Schodtler 727-562-4547 Not Met Not Met Not Met Not Met 06/16/2006 DRC Note: Relocation of the communication tower needs to be discussed in more depth. This Not Met may require a seperate Flexible approval. 06/22/2006 1heTelecom building will also exceed the 25% improvement requirement and will need to be Not Met included in this request. Provide 15 sets of dimensioned building elevations of the proposed Telecom Building. One set needs to be color. 6/22/2006 - Provide one set of building elevations for the proposed Telecom Building. Include color and dimensions. Print Date: 07/05/2006 CaseConditons Page 1 of 1 • • Clearwater U FAX COVER MEMO CITY OF CLEARWATER PLANNING DEPARTMENT 100 S. MYRTLE AVE., 2nd Floor CLEARWATER, FL 33756 (727) 562-4567 FAX: (727) 562-4865 TO: _13 0 e- 'S H 6 R#j .» le- FAX: 5 29q - 6 `l 49 Phone: FROM- Phone: DATE: G 7 0 S'' O ( , SUBJECT: 1.?7-0-?0 (o 4D 20 MESSAGE: U P ?r?TS'?F St t f? M ?T' P2? 2- 'f i? JtA? 12TW - rQ 5n?d (:!7J 'Tj2,A 6,K- 'FD rz- AHGu.S C,-D(3 Mr=6nr.)& NUMBER OF PAGES(INCLUDING THIS PAGE) 2- Jul. 05 2006 01:01PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95246998 Jul.05 01:00PM 01'00 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). City of Clearwater Comments The Murray Company-Progress Energy Clearwater Campus Conditions Associated With FLD2006-04026 TYPE Comments Reviewed B 1. Submit a utility plan showing all existing public and private utilities. Steve Doherty Engineering (Community Development Code 4-202). 727-562-4773 WRA Response All existing public and private utilities area shown on the Utility Plan. CRC 2. Show all proposed new utility construction/connections on the utility plan. Show all city details applicable to this project. The City's Construction Standards and Utility Information can be found on our web site: www.m clearwater.com/ ov/de ts/ wa/en in/Production/stddet/index.as . There are no proposed new utility connections associated with the new Administration Building. The existing potable water and sanitary laterals will be WRA Response utilized from the existing building. A small adjustment to the connections may CRC need to be done in order to effectively connect to the new building. Please see attached Utility Plan. 3. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within an impervious areas.) WRA Response Acknowledged. CRC All of the above to be addressed prior to CDB. Prior to issuance of a certificate of occupancy: 1. If the applicant prefers not to install the required sidewalk, the applicant will be required to make a payment in lieu for sidewalk: 906 ft. (sidewalk length) x 5 ft. (wide) = 4,530 sq. (Belcher Road) and 601 ft. (sidewalk length) x 4 ft. (wide) = 2,404 sq.ft. (Range Road) for a total of 6,934 sq.ft. x $6.87 (based on annual sidewalk contract) = $47,636.58. Due prior to C.O. Original application needs ?., signed by owner or representative and submitted to the engineering department. Per Community Development Code Section 3-1701. Response Acknowledged. WRA CRC General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental No Issues Heather Faessle Condition 727-562-4897 James Keller Fire Condition Show the Location of Fire Department Connection on Belcher 727-562-4327 X3062 The existing conditions survey and as-builts from the Progress Energy-Clearwater WRA Response Campus site do not show any evidence of a FDC on Belcher so it has not been CRC located on the attached plans. Show the location of Fire Hydrants, 1 Fire Hydrant within 40 feet of the FDC and a separate hydrant within 300 feet for fire fighting purpose. The building is not proposed to be sprinkled so they are no FDCs proposed. There WRA Response is an existing fire hydrant on-site that is within 300 feet that will be utilized to CRC meet the requirement for fire fighting purposes. Building is sprinkled show the location of the Fire Department Connection and a fire hydrant within 40 feet. Response The building is not proposed to be sprinkled. WRA CRC r__ Show locations of fire hydrants on site plan I n There are two fire hydrants on the existing site and they have been indicated on WRA Response the Utility Plan. CRC Per Section 3-1204.1) all landscaping must be protected from vehicular and Landscape pedestrian traffic by the installation of curbing and wheel stops, or other protective John Schodtler Curbing devices along the perimeter of any landscaping which adjoins vehicular use areas 727-562-4547 Condition and sidewalks. These protective devices shall have a minimum height of six inches above grade. There is a 6" standing curb proposed around all parking lots that will prevent vehicles from damaging any landscaping. Vehicles that are proposed to park up WRA Response against sidewalks will have to have parking bumpers to prevent the blocking of CRC the pedestrian access. The sidewalk will also be 6" above the pavement to act as a curb. Revise landscape plan to show a true 15 and 10 foot landscape buffers along John Schodtler Landscape Belcher and Range Roads 727-562-4547 Dimensions have been added to the Landscape Plan that show a 15 foot landscape WRA Response buffer along Belcher and a 10 foot landscape buffer along Range Road. CRC Provide required landscape buffers at the intersection of Belcher and Range Rds. The required landscape buffer has been extended around the intersection of WRA Response Belcher and Range Roads. CRC Provide landscape buffer along the fence near the and (Belcher Rd). The landscape buffer has been included along the fence near the pond on Belcher WRA Response Road. CRC Provide foundation plantings for 100% of the new administration building facade fronting Belcher Road, per Section 3-1202.E.2 The entire building facade for the new administration building fronting Belcher Road has been hatched and called out as foundation landscaping. A note has been WRA Response added to the Landscape Plan stating that the building facade along Belcher Road CRC must have 100% foundation plantings per Sec. 3-1202.E.2. Provide more information to the planting schedule, with regards to the type of shrubs proposed. What type? How tall? How man y9 The types of shrubs for both the interior and landscape buffers have been detailed WRA Response to greater extent in the planting schedules. CRC Provide information to the planting schedule for the trees and shrubs utilized for the landscape buffering. A separate planting schedule has been added to the landscape plan that details the WRA Response plantings with the landscape buffer areas. CRC Landscaping is required along the perimeter of a chain link fence even when internal to the site. Add minimum 3 foot of landscaping along internal sections of fencing (around the new admin building and down to Belcher Road). Shrubs have added to the Landscape Plan on the section of the fence internal to WRA Response the site from the new Admin Building to Belcher Road. CRC Land Resource Relocate the Telecom Building to preserve the 18" tree prior to CDB. Rick Albee Condition 727-562-4741 The proposed Telecom Building has been relocated to preserve the 18" sycamore WRA Response tree. A separate permit has been submitted to the City for the construction of the CRC Telecom Building. Preserve the 5 and 10" pine trees east of the Fleet Service building prior to CDB The 5" and 10" pine trees east of the Fleet Service building have been preserved WRA Response and can be seen on the revised Landscape Plan. CRC Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.: crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy i • line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree reservation. Provide prior to building permit. The Tree Preservation Plan prepared by a Certified Arborist is currently in the WRA Response process of being completed. A copy of the Tree Preservation Plan will furnished CRC to the City of Clearwater upon completion. Prior to issuance of a building permit the applicant is to provide the following: Bob Maran Storm Water 1) copy of approved SWFWMD permit or letter of exemption. 727-562-4592 Condition 2) 2) stage storage chart to show that the proposed retention pond can hold the increased volume shown in the drainage calculations. Acknowledged. Prior to final approvals a SWFWMD permit will be provided to City of Clearwater. Stage storage calculations are not provided because the development is actually reducing the volume of runoff generated by the site. The WRA Response final built-out of the Clearwater Campus will actually decrease the impervious by CRC more than 10,000 sf causing a decrease in stonnwater runoff as detailed in the drainage analysis. Solid Waste Show location of solid waste service 3 8yd Dumpsters, with enclosures. Tom Glenn Condition 727-562-4930 Response Murray Company is in the process of coordinating with Progress Energy on the WRA placement of the dum sters.. CRC Traffic Eng 1. Provide an accessible path from a building's accessible entrance to a public Bennett Elbo Condition sidewalk and to multiple buildings on site compliant with Florida Accessibility 727-562-4775 Code for Building Construction Chapter 11, Section 11-4.3.2. An accessible path from all building's accessible entrances to a public sidewalk WRA and to multiple buildings has been provided as shown on the revised Site Plan. CRC Response Crosswalks and sidewalks have been added where feasible to allow these accessible paths. 2. Provide handicap parking stall and sign details compliant with City Standards. (Part C Section 100, Index No. 118 & 119) htt://www.m clearwater.com/ ov/de ts/ wa/en in/Production/stddet/index.as Response The handicap sign and parking details have been added to plans in the Site Notes WRA and Details Sheet. CRC 3. Show 20' x 20' sight visibility triangles at the driveway along Belcher Road. (Community Development Code, Section 3-904). A 20' x 20' sight visibility triangle has been provided to the Site Plan at the WRA Response driveway along Belcher Road to ensure a clear line of site. CRC 4. Provide dimensions of driveways, drive aisles, and parking spaces on site plan. Dimensions have been provided on the Site Plan detailing driveways, drive aisles, WRA Response and parking spaces including handicap spaces. CRC 5. Dimensions shall comply with the Community Development Code Section 3- 1402(A). All dimensions provided on the Site Plan are in accordance with the Community WRA Response Development Code Section 3-1402(A). CRC All of the above to be addressed prior to CDB. General Notes(s): 1) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Zoning DRC Note: Relocation of the communication tower needs to be discussed in more John Schodtler Condition depth. This may require a separate Flexible approval. 727-562-4547 The communication tower for the Telecom Building has been removed from the WRA Response plans. It is acknowledged that a separate permit will be needed for the CRC construction of the communication tower. Is the metal shed located at the corner of Range and Belcher to be removed, since it will be located on the outside of the proposed fence? Response A note has been added to the Site Plan stating that the existing metal shed will WRA .s need to be relocated within the proposed fence line. CRC Proposed chain link fence will need to be black or green vinyl coated. (Staff recommends black). Response Acknowledged. WRA CRC The existing chain link fence along the pond needs to be replaced to match the new vinyl coated fence. The plans have been modified to show the replacement of the chain link along the WRA Response and bank. CRC The building elevations show at least one doorway per elevation, but the site plans do not reflect sidewalks or porches leading u to them? Revise the site plan. The Site Plan has been revised to show sidewalks leading up to all entrances and WRA exits of the proposed new Admin Building. The preliminary architectural CRC Response background of the proposed building has been added to the Site Plan to show these ingress/egress locations. Provide one set of building elevations for the proposed Telecom Building. Include color and dimensions. The proposed Telecom Building will not be constructed as part of this WRA Response Comprehensive Infill Development. A separate permit application has been filed CRC with the City of Clearwater for the construction of the Telecom Building. * 8 40 1.50 pm Case Number: FLD2006-0402u - 2166 PALMETTO ST Owner(s): Florida Power Corp C/O Tax Dept Cx2g St Petersburg, Fl 33733 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Representative: The Murray Company - Christopher Wilson 15500 Lightwave Drive Ste 100 Clearwater, Fl 33760 TELEPHONE: 727-243-6894, FAX: 727-524-6998, E-MAIL: cwilson@themurraycompany.com Location: 14.2 acres located at the southwest corner of Palmetto Street and Belcher Road. Atlas Page: 271B Zoning District: IRT, Industrial, Research and Technology Request: Flexible Development Approval to redevelop an existing Progress Energy facility (office/storage/vehicle service) including a side (west) setback reduction from ten to zero feet to existing pavement along the palmetto street entrance;a side (east) setback reduction from ten to zero feet to existing pavement along the palmetto street entrance; a front (north) setback reduction from 20 to 10 feet to pavement; allowance for a chainlink fence six feet in height with barbed wire facing out to be permitted in front of the principle structure, as a Comprehensive Infill Redevelopment Project, per section 2-113.C.; also included are reductions to landscape buffers... Proposed Use: Offices Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, Fl 33758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E-MAIL: No Email Presenter: John Schodtler, Planner II Attendees Included: The DRC reviewed this application with the following comments: General Engineering: 1 . 1. Submit a utility plan showing all existing public and private utilities. (Community Development Code 4-202). 2. Show all proposed new utility construction/connections on the utility plan. Show all city details applicable to this project. The City's Construction Standards and Utility Information can be found on our web site: www.myclearwater.com/gov/depts/pwa/engin/Production/stddet/index.asp 3. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within any impervious areas.) All of the above to be addressed prior to CDB. Prior to issuance of a certificate of occupancy: 1. If the applicant prefers not to install the required sidewalk, the applicant will be required to make a payment in lieu for sidewalk: 906 ft. (sidewalk length) x 5 ft. (wide) = 4,530 sq. (Belcher Road) and 601 ft. (sidewalk length) x 4 ft. (wide) = 2,404 sq.ft. (Range Road) for a total of 6,934 sq. ft. x $6.87 (based on annual sidewalk contract) = $47,636.58. Due prior to C.O. Original application needs signed by owner or representative and submitted to the engineering department. Per Community Development Code Section 3-1701. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . No Issues Fire: Development Review Agenda - Thursday, June 29, 2006 _ Page 40 1 . Show the Locationtire Department Connection on Belcher c 2. Show the location of Fire Hydrants, 1 Fire Hydrant within 40 feet of the FDC and a seperate hydrant within 300 feet for fire fighting purpose. 3. Building is sprinkled show the location of the Fire Department Connection and a fire hydrant within 40 feet 4. Show locations of fire hydrants on site plan. Harbor Master: No Comments Legal: No Comments Land Resources: 1 . Relocate the Telecom building to preserve the 18" tree prior to CDB. 2. Preserve the 5 and 10" pine trees east of the Fleet Service building prior to CDB. 3 . Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree preservation. Provide prior to building permit. Landscaping: 1 . Revise landscape plan to show a true 15 and 10 foot landscape buffers along Belcher and Range Rds. 2. Provide required landscape buffers at the intersection of Belcher and Range Rds. 3 . Provide landscape buffer along the fence near the pond (Belcher Rd). 4. Provide foundation plantings for 100% of the new admini station building facade fronting Belcher Road, per Section 3-1202.13.2. 5 . Provide more information to the planting schedule, with regards to the type of shrubs proposed. What type? How tall? How many? 6. Provide information to the planting schedule for the trees and shrubs utilized for the landscape buffering. 7. Landscaping is required along the perimeter of a chainlink fence even when internal to the site. Add minimum 3 foot of landscaping along internal sections of fencing (around the new admin building and down to belcher road). 8. Per Section 3-1204.D. all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade. Parks and Recreation: No Comments Stormwater: 1 . Prior to issuance of a building permit the applicant is to provide the following: 1)copy of approved SWFWMD permit or letter of exemption. 2)stage storage chart to show that the proposed retention pond can hold the increased volume shown in the drainage calculations. Solid Waste: 1 . Show location of solid waste service 3 8yd Dumpsters, with enclosures, Traffic Engineering: Development Review Agenda - Thursday, June 29, 2006 - Page 41 V 4 ? i Provide an access?nath from a buildings accessible entrance to a nublic sidewalk and to multiple buildings on site compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2. 2. Provide handicap parking stall and sign details compliant with City standards. (Part C Section 100, Index No. 118 &119) http://www. mycl earwater.com/gov/depts/pwa/engin/Production/stddet/index.asp 3. Show 20'x 20' sight visibility triangles at the driveway along Belcher Road. (Community Development Code, Section 3-904). 4. Provide dimensions of driveways, drive aisles, and parking spaces on site plan. 5. Dimensions shall comply with the Community Development Code Section 3-1.402(A). All of the above to be addressed prior to CDB. General Note(s): 1) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Planning: 1 . DRC Note: Relocation of the communication tower needs to be discussed in more depth. This may require a seperate Flexible approval. 2. Is the metal shed located at the corner of Range and Belcher to be removed, since it will be located on the outside of the proposed fence? 3. Proposed chain link fence will need to be black or green vinyl coated. (Staff recommends black). 4. The existing chainlink fence along the pond needs to be replaced to match the new vinyl coated fence. 5. The building elevations show atleast one doorway per elevation, but the site plans do not reflect sidewalks or porches leading up to them? Revise the site plan. 6. Provide one set of building elevations for the proposed Telecom Building. Include color and dimensions. Other: No Comments Notes: Development Review Agenda - Thursday, June 29, 2006 - Page 42 CITY OF CLEARWATER PLANNING DEPARTMENT Post Office Box 4748, Clearwater, Florida 33758-4748 Municipal Services Building, 100 South Myrtle Avenue, Clearwater, Florida 33756 Telephone (727) 562-4567 Fax (727) 562-4576 June 23, 2006 THE MURRAY COMPANY - CHRISTOPHER WILSO 15500 LIGHTWAVE DRIVE STE 100 CLEARWATER, FL 33760 RE: FLS2005-12103 LOCATED AT - 2166 PALMETTO ST Dear : THE MURRAY COMPANY -CHRISTOPHER WILSON The following are comments generated at the City's Pre-Development Review Committee (PRE-DRC) meeting regarding your case number: FLS2005-12103 . These comments are generated early to give you assistance in preparing responses to the comments for the upcoming DRC Meeting on: Thursday, June 29, 2006 Please be prepared to address these comments and any others that may be generated at the DRC meeting. Resubmittals will not be accepted at the meeting, please make arrangements to resubmit to Sherry Watkins after the DRC meeting. If you have any questions about times or location, please contact Sherry Watkins, at 727-562-4582. Sincerely, John Schodder, Planner II cc: File DRC Pre-DRC Comments Mail Out • t 0 Conditions Associated With FLD2006-04026 ?y s`i'ti 2166 PALMETTO ST Engineering Condition Steve Doherty 562-4773 06/15/2006 1. Submit a utility plan showing all existing public and private utilities. (Community Development Not Met Code 4-202). 2. Show all proposed new utility construction/connections on the utility plan. Show all city details applicable to this project. The City's Construction Standards and Utility Information can be found on our web site: www.myclearwater.com/gov/depts/pwa/engin/Production/stddet/index.asp . 3. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within any impervious areas.) All of the above to be addressed prior to CDB. Prior to issuance of a certificate of occupancy: 1. If the applicant prefers not to install the required sidewalk, the applicant will be required to make a payment in lieu for sidewalk: 906 ft. (sidewalk length) x 5 ft. (wide) = 4,530 sq. (Belcher Road) and 601 ft. (sidewalk length) x 4 ft. (wide) = 2,404 sq.ft. (Range Road) for a total of 6,934 sq. ft. x $6.87 (based on annual sidewalk contract) _ $47,636.58. Due prior to C.O. Original application needs signed by owner or representative and submitted to the engineering department. Per Community Development Code Section 3-1701. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental Condition Heather Faessle 562-4897 06/13/2006 No Issues Not Met Fire Condition James Keller 562-4327 x3062 06/20/2006 Show the Location of Fire Department Connection on Belcher Not Met 06/20/2006 Show the location of Fire Hydrants, 1 Fire Hydrant within 40 feet of the FDC and a seperate Not Met hydrant within 300 feet for fire fighting purpose. 06/20/2006 Building is sprinkled show the location of the Fire Department Connection and a fire hydrant within Not Met 40 feet 06/20/2006 Show locations of fire hydrants on site plan. Not Met Landscape Curbing Condition John Schodtler 727-562-4547 06/16/2006 Per Section 3-1204.D. all landscaping must be protected from vehicular and pedestrian traffic by Not Met the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade. Landscape John Schodtler 727-562-4547 06/16/2006 Revise landscape plan to show a true 15 and 10 foot landscape buffers along Belcher and Range Not Met Rds. 06/16/2006 Provide required landscape buffers at the intersection of Belcher and Range Rds. Not Met 06/16/2006 Provide landscape buffer along the fence near the pond (Belcher Rd). Not Met 06/16/2006 Provide foundation plantings for 100% of the new administation building facade fronting Belcher Not Met Road, per Section 3-1202.E.2. CaseConditons Print Date: 06/23/2006 Page 1 of 3 FLD2006-04026 2166 PALMETTO ST Landscape John Schodtler 727-562-4547 06/16/2006 Provide more information to the planting schedule, with regards to the type of shrubs proposed. Not Met What type? How tall? How many? 06/16/2006 Provide information to the planting schedule for the trees and shrubs utilized for the landscape Not Met buffering. 06/16/2006 Landscaping is required along the perimeter of a chainlink fence even when internal to the site. Not Met Add minimum 3 foot of landscaping along internal sections of fencing (around the new admin building and down to belcher road). Land Resource Condition Rick Albee 727-562-4741 06/20/2006 Relocate the Telecom building to preserve the 18" tree prior to CDB. Not Met 06/20/2006 Preserve the 5 and 10" pine trees east of the Fleet Service building prior to CDB. Not Met 06/20/2006 Provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape Not Met architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, stormwater and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail. And any other pertinent information relating to tree preservation. Provide prior to building permit. Storm Water Condition Bob Maran 562-4592 06/09/2006 Prior to issuance of a building permit the applicant is to provide the following: Not Met 1)copy of approved SWFWMD permit or letter of exemption. 2)stage storage chart to show that the proposed retention pond can hold the increased volume shown in the drainage calculations. Solid Waste Condition Tom Glenn 562-4930 06/19/2006 Show location of solid waste service 3 8yd Dumpsters, with enclosures, Not Met Traffic Eng Condition Bennett Elbo 562-4775 06/15/2006 Provide an accessible path from a building's accessible entrance to a public Not Met sidewalk and to multiple buildings on site compliant with Florida Accessibility Code for Building Construction Chapter 11, Section 11-4.3.2. 2. Provide handicap parking stall and sign details compliant with City standards. (Part C Section 100, Index No. 118 &119) http://www.myclearwater.com/gov/depts/pwa/engin/Production/stddet/index.asp 3. Show 20'x 20' sight visibility triangles at the driveway along Belcher Road. (Community Development Code, Section 3-904). 4. Provide dimensions of driveways, drive aisles, and parking spaces on site plan. 5. Dimensions shall comply with the Community Development Code Section 3-1402(A). All of the above to be addressed prior to CDB. General Note(s): 1) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Zoning Condition John Schodtler 727-562-4547 Print Date: 06/23/2006 CaseConditons Page 2 of 3 r FLD2006-04026 2166 PALMETTO ST Zoning Condition John Schodtler 727-562-4547 06/16/2006 DRC Note: Relocation of the communication tower needs to be discussed in more depth. This Not Met may require a seperate Flexible approval. 06/16/2006 Is the metal shed located at the corner of Range and Belcher to be removed, since it will be Not Met located on the outside of the proposed fence? 06/16/2006 Proposed chain link fence will need to be black or green vinyl coated. (Staff recommends black). Not Met 06/16/2006 The existing chainlink fence along the pond needs to be replaced to match the new vinyl coated Not Met fence. 06/16/2006 The building elevations show atleast one doorway per elevation, but the site plans do not reflect Not Met sidewalks or porches leading up to them? Revise the site plan. 06/22/2006 Provide one set of building elevations for the proposed Telecom Building. Include color and Not Met dimensions. Print Date: 06/23/2006 CaseConditons Page 3 of 3 5Dq - &gctg 0 4- ? Jun. 23 2006 07:58AM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95246998 Jun.23 07:57AM 01'30 SND 04 OK TO TURN OFF REPORT, PRESS 'MENU' ##04. THEN SELECT OFF BY USING '+' OR FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX (435-7329). LLF," CITY OF CLEARWATER } earwater PLANNING DEPARTMENT ° MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W.MYCLEARWATER. C OM May 30, 2006 The Murray Company - Christopher Wilson 15500 Lightwave Drive Ste 100 Clearwater, F133760 RE: FLD2006-04026 -- 2166 PALMETTO ST -- Letter of Completeness Dear The Murray Company -Christopher Wilson : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2006-04026. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Development Review Committee (DRC) will review the application for sufficiency on, in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. You will be contacted by the Planning Department's Administrative Analyst within one week prior to the meeting date for the approximate time that your case will be reviewed. You or your representative (as applicable) must be present to answer any questions that the DRC may have regarding your application. Additional comments may be generated by the DRC at the time of the meeting. If you have any questions, please do not hesitate to contact me at 727-562-4547 or John. Schodtler@myclearwater.com. Sincerely yours, 9*"1K1"Z111W_ John Schodtler Planner II Letter of Completeness.`' FLD2'0067W 66 - 2166 PALMETTO ST May. 30 2006 03:08PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95246998 May.30 03:07PM 00'38 SND 01 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). CITY OF CLEARWATER > Clearwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 W W W . MYC LEARW ATER. C OM May 26, 2006 The Murray Company - Christopher Wilson 15500 Lightwave Drive Ste 100 Clearwater, F133760 RE: FLD2006-04026 -- 2166 PALMETTO ST -- Letter of Incompleteness Dear The Murray Company -Christopher Wilson : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2006-04026. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Provide one signed/sealed and 14 copies of this properties survey (with legal description). Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by Tuesday, June 6, 2006 (12:00 noon). If you have any questions, please do not hesitate to contact me at 727-562-4547 or John. Schodtler@myclearwater.com. Sincerely yours, John Schodtler Planner II Letter oflncompleteness - FLD2006-04026 - 2166 PALMETTO ST } May. 26 2006 03:21PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95246998 May.26 03:21PM 00'38 SND 01 OK TO TURN OFF REPORT, PRESS 'MENU' ##04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEBE CALL 1-800-HELP-FAX (435-7329). 0 Clearwater . Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 CASE #: RECEIVED BY (staff initials): DATE RECEIVED: ? SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ORIGINAL ? SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and RECEIVED application are required to be collated, stapled, and folded into sets Mfif 0 5 2006 ? SUBMIT APPLICATION FEE $ PLANNING DEPARTMENT NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) CITY OF CLEARWATER FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 03/28/2006) PLEASE TYPE OR PRINT- A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPLICANT NAME: Michael Carter, Property Projects Manager, Progress Energy MAILING ADDRESS: 2166 Palmetto Street, Clearwater, Florida 33765 PHONE NUMBER: 727-820-5380 FAX NUMBER: 727-820-4930 PROPERTY OWNER(S): List ALL owners on the deed AGENT NAME: Christopher Wilson, The Murray Company MAILING ADDRESS: 15500 Lightwave Drive, Suite 100, Clearwater, Florida 33760 PHONE NUMBER: 727-524-6000 FAX NUMBER: 727-524-6998 CELL NUMBER: 727-243-6894 E-MAIL ADDRESS: cwilson aft B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: Progress Energy PROJECT VALUATION: $5,000,000.00 STREET ADDRESS 2166 Palmetto Street, Clearwater, Florida 33765 PARCEL NUMBER(S): 12-29-15-00000-140-0100 PARCEL SIZE (acres): 14.2 PARCEL SIZE (square feet): 613,225 Portion of the East '/2 of the Southeast 1/4 of Section 13, Township 29 South, Range 15 East more particularly described as: From the Southeast comer of the Northeast 1/4 of said Section 13, Township South, Range 15 East, run North 390 feet; then West, 50 feet LEGAL DESCRIPTION: for a Point of Beginning; thence continue West, 300 feet; then South, 100 feet; then West, 280 feet; then South 250 feet; then West 43 feet; then North, 1265 feet; then East, 623 feet; then South, 910 feet to the Point of Beginning; the said ???? depicted in EXHIBIT "A" appended hereto and by this reference made a part hereof. Containing 14.2 Acres, more or less. PROPOSED USE(S): 12,700 SF of Office Space DESCRIPTION OF REQUEST: Our request is to vary from current set back to pavement and 25% building valuation requirements necessary for site plan approval of a new administration building for Progress Energy. We will demo the existing "E" and "B" buildings Specifically identify the request and build a new administration building, future expansion area, and green space in its place. The parking requirement (include number of units or square will be more than required at all times during construction. There are currently 294 parking spaces on-site and only 189 footage of non-residential use and all spaces required. When the project is finished there will be 278 parking spaces for a required amount of 248. The requested code deviations; e.g. newly constructed building will serve the same function as the demolished buildings but is programmed to meet reduction in required number of Progress Energy's current administrative needs. parking spaces, specific use, etc.) CADocuments and Settings\oneillc\Desktop\Comprehensive Infill Project (FLD) 2006 (3).doc Page 1 of 8 r THE r r . COMPANY • • NATIONWIDE FAC?ILITY CHRIS WILSON 15500 Lightwave Drive, Suite 100 Office: (727) 524-6000 Fax: (727) 524-6998 Clearwater, FL 33760 www.themurraycornpany.com mobile: (727) 243-6894 E-mail: cwilson@themurraycompany.com _ ne:j 1, r Adam call ? Ghri? l??sonl ?2o t?tsss C?c-?cz.?! cA s E p? LIS ?xR?? tc?r.1 I IL Av? r 0 K.' TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) El Include if required by the Traffic Operations Manager or his/her designee or if the proposed development: ¦ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. ¦ Will generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. ¦ Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's (ITE) Trip General Manual. The Traffic Impact Study must be prepared in accordance with a "Scoping Meeting" held with the Traffic Operations Manager and the Planning Department's Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. ? Acknowledgement of traffic impact study requirements (Applicant must initial one of the following): Traffic Impact Study is included. The study must include a summary table of pre- and post-development levels of service for all roadway legs and each turning movement at all intersections identified in the Scoping Meeting. Traffic Impact Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562- 4750. ORIGINAL L. FIRE FLOW CALCULATIONS/ WATER STUDY: 0 5 2006 Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine ii any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needsfof any re&uiredX;% sprinkler, standpipe and/or fire pump. If afire pump is required the water supply must be able to supply 150% of its rated capacity, Complianre.RitVA the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. 4 O Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fire Flow Calculations/Water Study is included. Fire Flow Calculations/Water Study is not required. CAUTION - IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Signature of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Swor and subscribed before me this r day of A.D. 20 01- to me and/or by who is personally known has produced as 'd ntificati n. otary blic, My commission expires: CADocuments and Settings\oneillc\Desktop\Comprehensive Infill Project (FLD) 2006 (3).doc Page 8 of 8 .4 0 N . ' AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: Progress Energy 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): 2166 Palmetto Street Clearwater, Florida 33765 3. That this property constitutes the property for which a request for a: (describe request) Our request is to vary from current set back to pavement and 25% building valuation requirements necessary for site plan approval of a new administration building for Progress Energy. 4. That the undersigned (has/have) appointed and (does/do) appoint: The Murray Company as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; ORIGINAL 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City RECEIVED representatives to visit and photograph the property described in this application; 1'A Y Y 0 ) 2036 7. That (1/we), the undersigned authority, hereby certify that the foregoing is true and correct. 1A of Awr uNG DEPARTME Property owner Property Owner ' CITY OF CLEF,RVWEI Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Before me the undersigned, an officer duly commissioned by the laws of the State o Florida, on this day of , 02R ? personally appeared C , who having been first duly sworn Deposes Ind says that he/she fully understands the contents of the affidavit that he/she signed. MY t X?tdMiSSiON # D!) 528211 a= E:XPIpE :June '1.2008 lxlec Tnro Na% Uhtl4?YI11P fS © . , o Notary Public 'gnature Notary Seal/Stamp My Commission Expires: ?t Ott CADocumenls and Settings\oneillc\Desktop\Comprehensive Infill Project (FLD) 2006 (3).doc Page 9 of 8 , OCI TY OF CLEARWATER oater PLANNING DEPARTMENT Clearw " MUNICIPAL SERVICES BUILDING 0 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576 WWW.MYCLEARWATER.COM May 02, 2006 The Murray Company - Christopher Wilson 15500 Lightwave Drive Ste 100 Clearwater, F133760 RE: FLD2006-04026 -- 2166 PALMETTO ST -- Letter of Incompleteness Dear The Murray Company -Christopher Wilson : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2006-04026. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 0 Your description of request is unclear. Clarify, what specifically are you asking to vary? Setbacks to pavement, building height, landscape buffers, 25% building valuation? Provide one full sized set of building elevations V< The signature portion of the application is incomplete. The Notary did not print the signers name as required. pe4'_ Amend the Affidavit to Authorize Agent, section 3 to include the request, see above is not acceptable. //5-' Clarify who Michael Carter is. What is his title with Progress Energy. 6. Provide two copies of a TREE INVENTORY; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; 7. Provide two copies of a TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) - please design around the existing trees; v 8. The site data table is lacking information. Provide one table with three columns: EXISTING, REQUIRED, PROPOSED. Need to submit 15 copies. V--9. Remove from sheet 3 the "Future Expansion" areas, as they are not apart of this proposal. Vl O. The building height on the building elevations does not match the site data table on sheet 3. Revise one or the other. 11. If an existing use is improved or remodeled in a value of 25 percent or more of the valuation of the principal structure as reflected on the property appraiser's current records than an existing lot shall be brought into full compliance with the landscaping and parking codes. Section 4-202 of the Community Development Code states that if an application is deemed incomplete, the deficiencies of the application shall be specified by Staff. No further development review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please resubmit by Friday, May 5, 2006 (12:00 noon). If you have any questions, please do not hesitate to contact me at 727-562-4547 or John. Schodtler@myclearwater.com. Letter oflncompleteness - FLD2006-04026 - 2166 PALMETTO ST CITY OF CLEIRWATER 0 -,,Clearwater PLANNING DEPARTMENT - MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562-4567 FAX: (727) 562-4576. WWW.MYCLEARWATER.COM May 02, 2006 Sincerely yours, John Schodtler Planner II Letter gfIncompleteness - FLD2006-04026 - 2166 PALMETTO ST 0 0 May. 02 2006 02:37PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 95246998 May.02 02:37PM 00'54 SND 02 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING '+' OR '-'. FOR FAX ADVANTAGE ASSISTANCE, PLEASE CALL 1-800-HELP-FAX C435-7329). CDB Meeting Date: August 15, 2006 Case Number: FLD2006-04026 Agenda Item: E5 Owner/Applicant: Progress Energy/Michael Carter Representative: Mr. Christopher Wilson, The Murray Company Address 2166 Palmetto Street CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development Approval to redevelop an existing Progress Energy facility (office/storage/vehicle service), in the Industrial Research & Technology District, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-1304.C. and a Comprehensive Landscape Program, under the provisions of Section 3-1202.G of the Community Development Code; with: ? A side (west) setback reduction from ten to zero feet to existing pavement along the palmetto street entrance; ? A side (east) setback reduction from ten to zero feet to existing pavement along the pal- metto street entrance; ? A front (north) setback reduction from 20 to 10 feet to pavement; ? Allowance for a chain link fence six feet in height with barbed wire facing out to be permitted in front of the principle structure, ? A reduction to the west (side) perimeter landscape buffer from 5 feet to zero feet; ? A reduction to the east (side) perimeter landscape buffer of the Palmetto access road from 5 feet to zero feet; and ? A reduction to the south (side) perimeter landscape buffer from 5 feet to zero feet. EXISTING ZONING/ Industrial, Research and Technology District (IRT) LAND USE: Industrial Limited (IL) PROPERTY SIZE: 14.106 acres PROPERTY USE: Current Use: Progress Energy Office/StorageNehicle Service Proposed Use: Progress Energy Office/StorageNehicle Service ADJACENT ZONING/ North: Industrial, retail, restaurant, office uses LAND USES: West: Wholesale/warehouse East: Detached dwellings South: Office ANALYSIS: Site Location and Existing Conditions: The 14.106 -acre site is located at the southwest corner of palmetto Street and Belcher Road. North Belcher Road is a heavily traveled, four-lane divided roadway. The east side of North Belcher Road is residentially developed with single-family detached dwellings. The west side of North Belcher Road is developed industrially. The site is developed with office, warehouse Staff Report - Community Development Board - August 15, 2006 Case FLD2006-04026 - Page 1 of 7 0 storage, and vehicle service buildings. Under BCP2005-09432, the site was redeveloped with a fleet services building, allowing required maintenance to equipment and vehicles. Additionally, permits have been issued for the demolition of building C under BCP2006-06166 and building D under BCP2006- 01477. The site has also been constructed with Progress Energy's Information Technology and Telecommunication (ITT) but (constructed under BCP2006-06812) to allow for the relocation of the telecommunication from the building proposed for demolition. Proposal: The combined redevelopment of the entire Progress Energy site has exceeded the 25 percent improvement requirements of Section 3-1401.B.3 (parking) and Section 3-1202.A.3 (landscaping) and requires that all parking and landscaping be brought into full compliance with the Code. According to the Pinellas County Property Appraiser's Office the value of the site improvement equals $1,846,454 and 25 percent of this valuation is $461,613. The proposal includes the construction of a single story, 12,700 square foot administration building to replace two existing office buildings (B and E). This building will be oriented to the eastern property line facing Belcher Road. It will be constructed in the eastern half of the footprint of building E. The remaining area will remain open space and be grassed until future expansion needs arise. The proposed building complies with all Code requirements. Included is a reduction to the side (west) setback from ten to zero feet to existing pavement along the Palmetto Street entrance. This reduction is for approximately 1,266 lineal feet of existing paved drive aisle and outdoor storage area along the entire width of the western property line used by Progress Energy as their main entrance for Commercial vehicles. Also included is a reduction to the west (side) perimeter landscape buffer from 5 feet to zero feet, once again to existing pavement utilized as a drive aisle and outdoor storage area. The proposal includes a side (east) setback reduction from ten to zero feet to existing pavement and a reduction to the east (side) perimeter landscape buffer of the Palmetto access road from 5 feet to zero feet. This reduction is for approximately 250 lineal feet of existing drive aisle utilized as Progress Energy's main commercial vehicle entrance. The applicant has expressed that this is the primary entrance for their large commercial vehicles and that narrowing it to bring it into compliance with the above-mentioned setbacks and landscape buffers will prove to be more of a hindrance than improvement to their daily operations with regards to the ease of accessibility to and from the site. Included in the proposal is a front (north) setback reduction from 20 to 10 feet to pavement. This setback to pavement exists at less than 10 feet. Any pavement in the first ten feet of the property will be removed in an effort to meet the landscape buffer requirement along Range Road. This improvement will greatly enhance the property and the immediate vicinity along Range Road. The proposal includes a reduction to the south (side) perimeter landscape buffer from 5 feet to zero feet. This reduction is for approximately 300 lineal feet as measured from the east property line at Belcher Road heading to the west along the property line shared with Hercules Hydraulics. The remainder of the south property line will meet the five foot landscape buffer and will be utilized to screen headlights from vehicles parking in one of the newly proposed parking areas. Staff Report - Community Development Board- August 15, 2006 Case FLD2006-04026 - Page 2 of 7 0 0 A six-foot tall, galvanized chain link fence is currently located along the perimeter of the property. This fence is topped with barbwire to provide additional protection to the equipment and materials stored outdoors. The majority of the fence is rusting and very unattractive. Included in the proposal is an allowance for a black or green vinyl coated chain link fence six feet in height to be permitted in front of the principle structure. Code Section 3-805 requires chain link fences to be located on a parcel to the rear of the front building line of the principal building(s). Due to the nature of Progress Energy's outdoor storage usage of the site makes this impractical. The replacement of the aging chain link fence with an attractive vinyl coated chain link fence with appropriate landscaping buffering will be a highly visible improvement to the parcel. Additionally, the proposal includes allowance for the barbwire to face out instead of in, as required per Section 3-802.E. According to Progress Energy's Corporate Security Fence Guidelines the fence shall have a three-strand barbwire top guard facing outward at a fort-five (45) degree angle to serve as a structural barrier for the protection of physical assets and personnel. An additional function of fencing is to provide a psychological deterrent to criminal behavior especially with regards to crimes of opportunity. Using a fence as the physical demarcation of Progress Energy property helps to limit trespassing and may help to channel the flow of authorized traffic through entrances. Staff believes the direction of the barbwire along the street right of ways will have little impact to the visual impact to the. neighboring non-residential properties and not overhang the property lines. The barbwire along the adjacent properties will overhang onto neighboring properties and is not allowable. Staff recommends conditional approval for the barbed wire to face outward so long as it does not protrude over any property lines. The development of this site will improve the appearance of this site and the surrounding area. All applicable Code requirements and criteria including, but not limited to, General Applicability criteria (Section 3-913) and Comprehensive Infill Redevelopment Project criteria (Section 2-113.C) have been met. Code Enforcement Analysis: There are no outstanding enforcement issues associated with this site. Staff Report - Community Development Board - August 15, 2006 Case FLD2006-04026 - Page 3 of 7 0 • COMPLIANCE WITH STANDARDS AND CRITERIA (Sections 2-301.1 and 2-302): Standard Proposed Consistent Inconsistent MAXIMUM FLOOR AREA 0.11 X RATIO FAR 0.65 IMPERVIOUS SURFACE 0.75 X RATIO ISR 0.85 LOT AREA (20,000 sq. ft. 613,244 square feet; 14.106 acres X minimum LOT WIDTH .(200 feet Belcher Road: 916.95 feet X minimum Range Road: 621.11 feet FRONT SETBACK (20 feet Belcher Road: 20 feet (to pavement) X minimum Range Road: 10 feet to pavement) SIDE SETBACK (10 feet West: 0 feet (to pavement) X minimum) East (Palmetto Street entrance): 0 feet (to pavement) HEIGHT (50 feet maximum) 20 feet X PARKING SPACES (248 278 spaces X spaces req.) COMPLIANCE WITH COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (Section 2-1304.C): Consistent Inconsistent 1. The development or redevelopment of the parcel proposed for development X is otherwise impractical without deviations from the use, intensity and development standards. 2. The development of the parcel proposed for development as a X Comprehensive Infill Redevelopment Project will not reduce the fair market value of abutting properties. 3. The uses within the Comprehensive Infill Redevelopment Project are X otherwise permitted in the City of Clearwater. 4. The use or mix of uses within the Comprehensive Infill Redevelopment X Project is compatible with adjacent land uses. 5. The development of the parcel proposed for development, as a X Comprehensive Infill Redevelopment Project will upgrade the immediate - -vicinity of the parcel proposed for development. 6. The design of the proposed Comprehensive Infill Redevelopment Project X 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. 7. Flexibility in regard to lot width, required setbacks, height and off-street X 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. 8. Adequate off-street parking in the immediate vicinity according to the X 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. Staff Report - Community Development Board - August 15, 2006 Case FLD2006-04026 - Page 4 of 7 0 L COMPLIANCE WITH GENERAL STANDARDS (Section 3-913): Consistent Inconsistent 1. Development of the land will be in harmony with the scale, bulk, coverage, X density and character of adjacent properties. 2. Development will not hinder or discourage development and use of adjacent X land and buildings or significantly impair the value thereof. 3. Development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. Development is designed to minimize traffic congestion. X 5. Development is consistent with the community character of the immediate X vicinity. 6. Design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of June 29, 2006, and deemed the development proposal to be sufficient to move forward to the Community Development Board (CDB), based upon the following findings of fact and conclusions of law: FINDINGS: 1. The subject 14.106 acres is zoned Industrial, Research and Technology District (IRT); 2. The proposed redevelopment exceeds the 25 percent improvement requirement ($461,613) of the Code at $5,000,000; 3. The proposed reductions to landscape buffering and the flexibility requested will upgrade and enhance the community character and visual appearance of the immediate vicinity along this portion of North Belcher Road; 4. The proposal will upgrade and enhance the community character and visual appearance of the immediate vicinity; 5. The proposed development is consistent and compatible in scale, bulk, coverage and character with other commercial properties in the vicinity; and 6. There is an active code enforcement case for the parcel. CONCLUSIONS OF LAW: 1. Staff concludes that the proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-803.C; 2. Staff further concludes that the proposal is in compliance with the General Applicability criteria per Section 3-913 and the other standards of the Code; and 3. Based on the above findings staff recommends approval of this application. Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development Approval to redevelop an existing Progress Energy facility (office/storage/vehicle service), in the Industrial Research & Technology District, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-1304.C. and a Comprehensive Landscape Program pursuant to Section 3-1202.G of the Community Development Code; with: A side (west) setback reduction from ten to zero feet to existing pavement along the palmetto street entrance; A side (east) setback reduction from ten to zero feet to existing pavement along the palmetto street .entrance; A front (north) setback reduction from 20 to 10 feet to pavement; Allowance for a chain link fence six feet in height with barbed wire facing out to be Staff Report - Community Development Board - August 15, 2006 Case FLD2006-04026 - Page 5 of 7 0 • permitted in front of the principle structure; A reduction to the west (side) perimeter landscape buffer of the Palmetto access road from 5 feet to zero feet; A reduction to the east (side) perimeter landscape buffer of the Palmetto access road from 5 feet to zero feet; A reduction to the south (side) perimeter landscape buffer from 5 feet to zero feet; and A reduction to the south (side) perimeter landscape buffer from 5 feet to zero feet for the property at 2166 Palmetto Street, with the following conditions: CONDITIONS OF APPROVAL: 1. Prior to the issuance of any building permits, all Fire Department conditions must be addressed; 2. All Traffic Engineering conditions must be addressed prior to the issuance of any building permits, 3. Prior to the issuance of a Certificate of Occupancy, any required Transportation Impact Fees are paid; 4. The final design and color of the building be consistent with the building elevations submitted to, or as modified by, the Community Development Board; 5. The final layout of the site be consistent with the site plans submitted to, or as modified by, the Community Development Board; 6. Prior to the issuance of any building permits, provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, storm water and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail and any other pertinent information relating to tree preservation; 7. Relocate the Fire Department Connection (FDC) from under the canopies of the 5 and 10 inch pine trees located east of the Fleet Services building prior to the issuance of any building permits; 8. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within any impervious areas.); 9. Prior to issuance of a certificate of occupancy: If the applicant prefers not to install the required sidewalk, the applicant will be required to make a payment in lieu for sidewalk: 906 ft. (sidewalk length) x 5 ft. (wide) = 4,530 sq. (Belcher Road) and 601 ft. (sidewalk length) x 4 ft. (wide) = 2,404 sq. ft. (Range Road) for a total of 6,934 sq. ft. x $6.87 (based on annual sidewalk contract) _ $47,636.58, pursuant to Community Development Code Section 3-1701; 10. Pursuant to Section 3-1204.13 all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade; 11. Prior to the issuance of any building permits, revise the landscape plan to show 100 percent coverage in the require 15 and 10 foot landscape buffers along Belcher and Range Roads. Also revise the landscape planting schedule as needed; 12. Landscaping is required along the perimeter of any/all chain link fence even when internal to the site; 13. The final design of the landscaping be installed and maintained consistent with the landscape plan submitted to, or as modified by, the Community Development Board; 14. Prior to issuance of a building permit, provide a copy of the approved SWFWNM permit or letter of exemption; 15. Prior to issuance of a building permit, provide a stage storage chart to show that the proposed retention pond can hold the increased volume shown in the drainage calculations; 16. Prior to issuance of a building permit, revise site plans to show location of solid waste services on site plan (3 - 8 yard dumpster with enclosures); 17. Relocation of the communication tower will require separate approval; Staff Report - Community Development Board - August 15, 2006 Case FLD2006-04026 - Page 6 of 7 18. The removal or relocation of the metal shed located at the corner of Range Road and Belcher Road, prior to the issuance of a Certificate of Occupancy; 19. All proposed chain link fence be black or green vinyl coated; 20. All proposed barb wire be faced inward unless installed so as to not overhang a property line; 21. All building permits be applied for within one year of the Community Development Board approval (by August 15, 2007); and 22. The final Certificate of Occupancy be obtained within two years of issuance of the first building permit. Prepared by: Planning Department Staff: John Schodtler, Planner H ATTACHMENTS: Aerial Photograph of Site and Vicinity Location Map - Future Land Use Map Zoning Atlas Map Application S: IPlanning DepartmentlC D BIFLEX (FLD)IPending cases) Up for the next CDBIPalmetto 2166 Progress Energy (IRT) - 08-15-06 (JVS)IFLD2006-04026 StaffReport.doc Staff Report - Community Development Board - August 15, 2006 Case FLD2006-04026 - Page 7 of 7 FLD2006-04026 2166 Palmetto Street 5/1-0/2006 • i ,:.:. :•:?ra!?!.:-?-• - ?'•' ''•• o D g THAMES Si _• ? 5 H u 'a Oe ? • ' • ?::. P '.: Y Y VAHOERBILT OR VANOERBRT •ra CAL F-: •':: `:. ANOR BLVD N ?. ?.?.?.? .': ..,.•.•.. i art .':••` U :: ?y? R ?? :.:? ?;• K J Lacey J- : < < ::'.: •,• • t ?':• HERINGTON [ \U\ SIIEF?O.: ::.::'.. ?...Si: •;::: .':'. ..•:'•.:. .:.. ••.• f...' P? WND ' : `:r :•K PROJECT ::.... - ... , .: . -•. ' GRAND AVE WEAVER PARK DR , ,,.,.?}# SITE "':?1 ` '••• 7-lii OL `\j^\\, fwrtwOn In NGTON •+ w . '.. e: •: ..? _ :-: i V , Len(em WaY ?? Li • E .•• SITY DR j OR MARILYN Si MARILYN Si $HARKEY ifar"!• !i-._?.a - RO s J d' ? g MCKINLEY S U4•:: ]i; ": '::':- ... MCKINLEY ST D Q9 ;.;.•..x? ?? ,}.J :: .. :.:.•,,• ::' :.::-:. .••:?y 7 e NARDNG ?QaW ? a '.?'"1 .'••"•'•yr".-,?:•. :.'•E?U'..: :pC.' :'' ?il ? •": Sf(M?iSR • • •: ? Z ` HARDING ST 2 Y 0 Op, t?:;?_ •.:.1.. •:•:,:.: :'••'':.:• Z GPIAiA a I \ :N?"'^u rr.w Jr. .. y DREW U CLEVELAND W F1 M F1 F1 F1 F1 F] F1 0 0 Fn Location Map Owner. Progress Energy Case: FLD2006-04026 Sites: 2166 Palmetto Street Property 14.2 Size Acres : Atlas 271 B Page: PINS: 12-29-15-00000-140-0 100 S:\Planning Department\C D B\FLEX (FLD)\Pending cases\Reviewed and Pending\Palmetto 2166 Progress Energy - 06-01-06 (JVS)\Map Request Form.doc 0 0 1 kw 1 ` r _ 4 .?. 11 dIW! ?.. 1 P » €;.:. :. Ir:.. 1 % rr r. N ' •t, •1 it f r:l.1 ,,n iv_ h' - ? ?y ®M - , -11 1? T r 11 •1 ?" C f Q r Aerial Map Owner: Progress Energy Case: FLD2006-04026 Sites: 2166 Palmetto Street Property 14.2 - -- - -- - Size Acres : - Atlas 271 B _Page: PINS: 12-29-15-00000-140-0100 S:\Planning Department\C D B\FLEX (FLD)\Pending cases\Reviewed and Pending\Palmetto 2166 Progress Energy - 06-01-06 (JVS)\Map Request Form.doc 9 0 A 's ??_:- '• B A!A' _ : 1501 I 13 14 ';.::•: . :.. m,az oNV,omN ,oo eo 221996q o-l ,o In<o o, ?? o ? m 2192 • '* =' ",? 12 ?' N O _ < . T :'•r.._„ • N N N :: efi: :..L.. . 1483 O ?:... '°' <W '•4' 5^:R° b? ??,,^^=Q . °-t 1459 ' O :•::::::::.'.?? .:: r!-.. .216:: ::^l: : 11 .•:•:: :• 'x'-•:: O _ . P 4A A, IRT „ 1151 IRT - 11 0 f.ft A. O M.2 A- O 10 f O •;? . n.: OAO A.. •t}•{ A:: i a a<m 110/ p? r,GNT 2 106 • 101 - '•, .?" :::;??::' is ":;;. '=::.145;+.:?;.:.•,?:: -:::.: i '::{: ?.' ? v: 'r': • ' ? '• • •::: ::: i:': ' " :.:: N ID5 Awo O .:w: .•...:.:.•. •..: :..:.• - - 4M A.. 00 :•?:::.?: ' N •.'?!;•i:"• ' '':: %`••' N X10'},1• ?t ,>? aN- x°11 , m? •u „a ,aYi •"'"?"'' m1e2 tu I , .- w m Q MHDR ,2 . :..: ? 5 A 3 Z a t A• . 25190 t. I ^ ' 2070 • 0 n E3 ' Zoning Map Owner. Progress Energy Case: FLD2006-04026 Sites: 2166 Palmetto Street Property 14.2 Size Acres : Atlas 271 B Page: PINS: 12-29-15-00000-140-0100 SAPlanning Department\C D B\FLEX (FLD)\Pending cases\Reviewed and Pending\Palmetto 2166 Progress Energy- 06-01-06 (JVS)\Map Request Form.doc 0 0 1575 ? /?R'.\ •'. 1501 MM A. 14 10102 {D fDW f9c e63 : O n N i. i :• H H :: ':^:.„' a o :.Kag . 1483 459ox °' R RA D :.:?: L 4 eq 116 2 12 1-5 A.. 42 A , 11; FO 1151 ??,?,. r N O ?• ?.. T M.2 A- 1 O U0 A- U w r.. :' :::..... ? 1-" M 1101 A- dFF 1.05 A- 1. A PA LMETTO a M I N I 11112 0 5 1 4 Owner. Progress Energy Sites: 2166 Palmetto Street Atlas 271 B Paae: PINS: 12-29-15-00000-140-0100 04 04 90 ¢:: :_ :• . . : . W 1 ? • w ?q $ r 9/ ? .ti p . x 1 j 14 Existing Use Map Case: FLD2006-04026 Property 14.2 Size(Acresl : SAPlonnina Department\C D B\FLEX (FLDAPendina cases\Reviewed and Pendina\Palmetto 2166 Proaress N N N N N N ': 1 s e r 'q:; , ye , p Energy - 06-01-06 (J VS) \Map Request Form. doc 0 0 10 M 14 ??•..; ? . ?> 1501 :•:r.::: 15.18 Ac :.......... :... • IL 13 14 ::: o "•'.:' 219s ONpmmN m0 7p m 219 mm, 21 D mmh 1?m m 9?? ' •. •: ' 12 ''.,:::'. p p N?cVNN NN ? .,'?"^?;,.•?• 1483 ? • ' • '• dw •n!3:i; •... 1459 M2 A,. N 1 .::?:? N N N ?::? •:r is ?: 'a' .: ::::::...:. .::. .. r{? ':ii•::. 4e as ? . 11 51 E' . ?.;.: t ';: 7'.i?• •'? ??. ?"/:::• 158 A. , . . ..:2T • H.2 Am 318 Ac,p '•'?.':::,i0+:::: :' ••'.:::•:.: . ,.u AdW/ 1101 Acq 7': ;::?'.•::::.'.':: :::'. .; "D O : 2 p 4M A— ??fyq,?,] A -PA A LMETTO S R N N N N N N :•'i;. . lI1 9 1 1 s p ? ,q "Zt 1117 , np , .., .. J " i. m,az W ?. ' 115.,2 W .. o ? 5 4 3N 2 Q Future Land Use Map Owner. Progress Energy Case: FLD2006-04026 Sites: 2166 Palmetto Street Property 14.2 Size Acres : Atlas 271 B Paae: PINS: 12-29-15-00000-140-0100 S:\Planning Department\C D B\FLEX (FLD)\Pending cases\Reviewed and Pending\Paimetto 2166 Progress Energy- 06-01-06 (JVS) \Map Request Form.doc Y? .ad 2 barbed wire). mmW"'f.W--AmW I Subject Property -North Western property line (chain link fence with Subject Property -North Western property line (chain link fence with barbed wire). Subject Property -North west corner of lot (outdoor storage). Subject Property -North west corner of lot (outdoor storage). a Property located north west of subject (2140 Range Road). - ? _ Alf,' i Property located north of subject (2150 Range Road) . Property located north of subject (1490 Belcher Road). Property located north of subject (1490 Belcher Road). Property located west of subject (2125 Range Road). a 8J_ ,. Residential Properties located to the east. On. ?. i :- .? ?. ""k .- _.? wo.-fem.,.. ? ??_=?.... '" ,?'a-:aA^R?' +s#".r*4 ,+- ° ~r.?+','ic +?i!M.rs ? ' ?.:?" _"''•;' _ ?....yy,: Subject Property -Fleet Maintenance Building previously approved & under construction. Subject Property -Warehouse building to be structurally upgraded. ?¢Q •,i1. . its .` ?'c low .t ;r. _ ? ?'•`t _ _.- r rr t '. 'f= > t.?„a 4 : ?-°' .?ci?j.y }t.: _..ssx ar?..a:,.r _. ..ri '?..riu.. ':•a+, x. .. i..., .?'s__ _ •1 - .??. ? ., ae u. .s Rt.? T-' ,?.• . I, 'tv ^?' TPA' ? -? S ti"7 Subject Property -Warehouse building to be structurally upgraded. Subject Property -Warehouse building to be structurally upgraded. R Subject Property -North property line (outdoor storage). may.. ? - s? k^t dR.-? fem. ` ? • - ..? .nom ,rs ? ?'?? .-"ry?C.??,?y, ? , _ ? r' Subject Property -North property line (outdoor storage). .. ;:lrF?? yr??+Y• i' ,d[ 3' ?.G yy'_ ?'.?; Jy?ys'? _. ?. f ? '? "s .. "? .p,>t „?' a? _ ?'"- i?( - - ? ? :; - F+a'- -r_ ,E. ?:_ •'°. n ?!' _lF3Y ity7'y'4" _?,,0.?4.5,?.?.%??r;I: -? .1. i„ _ ??.? _ _.R. ..awl - ?'... - Subject Property -North property line (outdoor storage). a - Subject Property -North East corner (Entrance Gates not in use). f k >F ?. mays., y'^R`y.??i±• .a? <qH':' 3 ? ?Y ?d "5. Subject Property -Communications Tower. ..???? - ?$rr??r.'y =d9Pr L y;3J _:5 Y? [ [ Y F d .F,Y` F'n(y '??3.'' ?L?+4y?-?'lA?y'(•?T YYy, ??L'? ? - ? • T'? t !1r'?"? N '? ?h ?? *?-?? yr ?"?i "V.4?" ? j _ ? `? ? rt! I;` r? '7?'. ?, y •, , n ? f e : r -- P7 `s.1? r e i?` •T ?' * ??«t'eY 3 ?r' fin" ?"" ? ? ?19X ? a d ? `>' F _ '??r p 3. • 6'e r ; le s ? 41 _ t , c t::u,a ea•ar,{ - ?, i?? ? i? ? ?- .CIE y ?iy; Subject Property -Metal Shed located at the northeast corner of property. I i 11 I 1 h0r Ita-+ { r, Mi w*`?J ? ?.- ??? ? + ? ?,-* ?? • ,y'k .A'. ? ?i tat??, yam, ` y. . F+ Cy Subject Property -East property line (Belcher Road). Note: Chain link fence, overhead lighting, drainage Swale, and lack of public sidewalk. Subject Property looking west at the north end of the property (outdoor storage). ? r Subject Property -East property line (existing retention pond). Property located south of subject (1016 N. Belcher Rd.). Property located south of subject (1016 N. Belcher Rd.). f , Property located south of subject (1016 N. Belcher Rd.). ? ? dyN• +. .. .a NoqressEwg, - - - ----------- Subject Property - main entrance off of Palmetto Street. Subject Property -main entrance off of Palmetto Street. s yNv Y PROPOSED PLANS FOR PROGRESS ENERGY - CLEARWATER CAMPUS SECTION 12-29S-15E, CITY OF CLEARWATER, FLORIDA SNEET DESCRIPTION 1. COYER SHEET 2. EXISTING CONDITIONS AND AS-BUILT SURrEr 3. SITE PLAN t. LANDSCAPE PLAN INDEX OF DRAWINCS 0 _ y "C Z C= - OZ ?0 r F-+ mO m ? ° D o PREPARED FOR THE MURRAY COMPANY 15500 LICHTWAVE DRIVE CLEARWATER, FL 33760 B 1 ! ui f4 rye OJECT L TION *a ?F+l 8 j r VICINITY MAP PREPARED BY ' Water Resource Associates, Inc. Engineering - Planning - Environmental Science 4260 West Lineba h Avarua Tampa. F"'a 33624 PMne: 613.265.3130 Fax: 8132 5.6610 axw.wraoonvmantcosm MAY 2006 r F FLORIDA POWER CORPORATION CLEARWATER OPERATIONS CENTER SEC. 12-29-15 .o ti 0 w ? J attawt ?w?e.va e.aeawa s° ?d t Mau. ' ?` rr?i?w? n an 1266.01' 1 N ?a .-O F"l MNZ{Y4-r p7/11 Z emnu 7 ? is riaa n ao EXISTING ZONING INFORMATION wnNm?cm -A K- PARKING SUMMARY NOTE, EXISTING CONDITIONS SURVEY COMPILED BY PENINSULA DESIGN t n p ? _ -v, n 6 GRAPHIC 6G1L6 lir (m PC") l npe-eoa - w-r ?. •?S 4 O fit Nov/ N 's, 1% 0 flu "rte ` ..• MIT. • la : ,e ?• e nt Y ? ' ' e C a e e w.c.o. du e : °? JJ?? e ? •, i ? 0 ? '?. 0 Z 1 ? a ? 6 • ' S Q sr I ? I I, -g-21: r .` tw ==?" =?:: I BELCHER =r -. "fftAD - NOTE: THESE EXISTING CONDITIONS DO NOT ORIGINAL INCLUDE THE ONGOING CONSTRUCTION OF THE RECEIVED FLEET SERVICE SITE PERMIT #BCP2005-08575. A 1 g 2006 COPY OF THE AS-BUILTS TO DATE WILL BE INCLUDED WITH THIS SUBMITTAL. DEPART CII OF CLEARW 0 ?O u Ftq c W O U ?U ? OW d r ?, L C7 ?a C. Y ?o Ng ?Ml rn? ? 33 3 _E 3W PLANNINr- Dcup .,, 4 f 07V v C GRAPHIC SCALE Iwrt ?1 Mct. r a.N?a f..r i?e< oy >ba°w°nn ` •o 1286.01 .w x .as 43 CONTINIVION'OFACOESS S.N U/a b i w D + M a DRNE TO PALMETTO AVEx. 'R{+i+sJ a R.v pr •wia r----- - ?- A. A' e 1 wH tcw '_ - '1i r A. : I Landscape/Buffer `- d ,csw. wf ? ? I _ DEMO awa a k h?' (Non-Residential) ,. ''C A? I -T i .,' ; }}ICY. V "d. T. I aULR/C A ! '? ONF m. I r PRI 1 Trw / 75° 999 ?6 .. S ONE SPJI{Y I2 _°^'? I CDM( 'Ix yL', FLE 10D3 Shrub. ;TAI f._ °' N rfA iLOGfI El. MV tf.e. I 5r16?K LANDSCAPE-LEGEND- '+?,.:.a-'-? Sp?'°*? _ s . •L2"' „,IM IOwY ArY \ r..._ ? C , n e? t • wswY wl ww hl I ? ?a '? S `L ?, ......lK.,. i I I y, N M ? _I... # -DEMQ? ? ??' ?r ? ? '80X CUT ' X fwi a fiwl I e. -.r ?.. -t _ T` L - ' ^? ..- - rp_ w ?y Y 1 ?-+ 9G WNAt J Q 4a1ef/Uw E>nSnNG ._•? ? M1n?a' CY'+/ ZE. ?_eY • `V ??}FF ??'_.ni,'Aa .?N f-. C? QrooK r"o?friTa°?R• NND ?I - - +*? ? ? ?? -°.,n". LL ? iLel 5'IAN ONE BUFFER ?R Q O B URRMS wGRASS ARG 1V PROPERTY SETBACK DEMMe RxA 1 V:'---FAA-P LANDSCAPE SUMMARY w .. - mws.r. ww/ I ? way ' _ .- .. a % ? % .rAAw oroa Z. n r _ ??. F ar v'? . >rr ACf Ate/ °"' ? L e„ J/ st II. ...Q fmy?c??y?, ?C AF??LLw?f?Y,O? Q? b' 4` ¢ _f?rp //f OM r,o ? .)}. iwifF/ OmR iTY wv ?IJ rt? ,`` rs'( ••• S 'i L Or?wr4ClsYfww! q??/ T ?'?° $ f'd+R.I +M ,.'E??P,._._.'z?..o: -E 0• ? n 1y9 ?f9 \J.,r. `-- O//Ol?AP0ti4J-nlltl _.. >,....- Z"? j. TIE INTO FENCE a?__-may AT THIS LOCATION .r TIEINrO ? [J/? PLANTING SCHEDULE + _raia-d Fence Iw tEiasmxiE ?L MD0.W r MR P?T ®..r mne?r a wfrl. ?/re ADDITIONAL LANDSCAPE NOTES g E C H E +?/re •+w. rra+ + r.srtuma (I) ALL PLANTS MUST BE STATE FLORIDA GRADE /I r.rA Uaw OR BETTER .?? .mwAa?eu / au r-r/m _ wwa %00T IRRIGA 17ON CO YERAGED PER CITY OF T HA YE CL-m CI 9:?r?f? • EARWATER LAND DEVELOPMENT CODE. PROPERTY BOUNDARY fMk fN/ rv f?-?J o /MrWVV TIE INTO FENCE a t .? y AT TH6 LOGTKNI j( °ti, ?? ' p 6; r VN 4A' f .1/a r0 3 e g Y ~ S - ' AREA PREVIOUSLY APPI20VED I?WRH PERMR BCP3IX5L8S[5' 6 w y'<r. r.w tr aQi •? !! `S.A a RTY BWNDV3Y Z ' / G, / ? ? ?w fw I ? ? `D '4 FENCE AT T 1 FENCE A iV BUFFER?E uS 6 E G }) S I Z S 6? ? I Iry V it I M I ,?, n '! f N,Aw: ?lfrr 3 ` Lan scape BURe (Range) w ° . ... ^'1? 1 7 ww. ;Ar./ 3V ...x333 Yom' a ' 'O,N ' t Pu. hs +? b ? r y' $ . M. axi'?n iss .I wa ? n y y i n c xu L * ` U ' CRCRETE BN.OwG rnL rwDN et sn.a5 STRUCTURALLY M "? ""P w • ° ^S % ? ? ./ G Z W [ail I ENHANCE \Npr t p •• a I ? ?. ?'a '°. Q o a C..a J V ^' 'Al 0 `? e a Af ? 1 Sf f a Fm.» o w 2 y 4 _ Y r ? I I y H _.W ?4 ? ti - T ' V 1 ym.f.r ' /-? 4 s:_ _ _ ? 3 ?'. ? N OPO SED FENCE 15'IANOSCAPE PRO hTY 0~iaw,ffM1 R ¢ ?,'L BUFFER BWNOA , alt Srj w twv..Aw SETBBACK U andsCape Buffer (Belcher) ROAD (Belcher) IS' Nid. ion ? ORIGINAL RECEIVED 3UL 19 [UM PLANNING DEPARTMENT CITY OF CLEARWATER FrAW / EAST' B AlM ou M.N FL0 7?(r'?357LO 1 G Ml- is P7 Same B"A" sm"W.M TAW EMAIM w..v." MOM MWATM cuM.K ORIGINAL RECEIVED '' . 19 2006 DEPARTMENT 0". Cl.EARWATER ?QQ W Zap NQ? a. ?u m O+? rc d +so? w Owi R ? 11. ?d A2 Signage Existini2 Siizna2e to Remain: l.) Signage at Palmetto Street I a ? 2.)Signage at Interior Drive Entrance off Palmetto w QbMVWWWWJ&WA 0 New Signage: 1.) No new signage will be added to the site during this Campus Upgrade. zOe LU LLl d LU ? Q 0ix 20 ?U a arvater Clearwater Firescue 610 Franklin Street - Cleanwa,orida 33756 X'Ie U Public Works Administration- Engineering Department 100 S. Myrtle Avenue, Suite 200 - Clearwater, Florida 33756 Fire Flow and Hydrant Worksheet This worksheet is required to be submitted to and approved by the Authority Having Jurisdiction (AHJ) prior to DRC meeting for any project that is more than 3 stories or more than 30' in hieght above the lowest Fire Dept vehicle access point or for any other project that will require an Automatic Wet Standpipe System and/or Fire Pump before any permits for new building conshruction, building expansion or fire hydrants will be issued by the City of Clearwater. Information and design must comply with Fords Building Code, Chapter 9 - Fire Protection Systems, Florida Fire Prevention Code to include applicable NFPA Code (NFPA 1, 13, 130,13E, 13R, 14, 15, 20,, 291 and 1142 Annex H) and AA WA M-17 -Installation, Field Testing and Maintenance of Fire Hydrants. Project Information Project Name: PROGRESS ENERGY - CLEARWATER ADMINISTRATION BUILDING Project Address: 2166 PALMETTO STREET Project Address: CLEARWATER, FLORIDA Genera) Water Sys tem Information Location of nearest Fire Hydrant: GRID 2718 Hydrant 0 21 Size of Water Main supplying Fire Flow: Looped System or Dead-end WM? Static: 54 psi Residual: 30 psi Pilot: 27 psi Flow: 900 gpm Distance of test gauges relative to the base of the riser: Horizontal ft Vertical (Elevation) It TOTAL NEEDED FIRE FLOW (N.F.F.): I I GPM IS EXISTING SYSTEM SUPPLY SUFFICIENT TO MEET N,F,F. ABOVE? Q NO Qx YES Codes and Standards System Component Applicable NFPA Standard Near Edition and Other Applicable Codes or Statutes ORIGINAL FIRE PROTECTION SYSTEM 4FPA 13 - INSTALLATION OF SPRINKLER SYSTEM - 2002 EDITION attach additional sheets if required. 1 I r„ J L H "Projecr' Includes a Fire Pump, supply the following: Fire Pump Information: Pump Capacity: 9Pm Chum Pressure: Rated Pressure: On-site Storage Tank Capcity(??; psi Pressure @ 150% flow: Preparer Name: TONY FOISTER Company Name: COAST TO COAST FIRE PROTECTION, INC. Mailing Address: 5317 56TH COMMERCE PARK BLVD. City: TAr"A State: FLORIDA Zip: 33610 Phone: (813)287-2138 Fax: (613)626-4976 psi PLANNING DEPARTMENT CTi f uF CLEARWATER ` a 00 T? I.Tr f I L,( r. Ole " ) . Ell, 60 k' Fire Prevention items to be addressed prior to DRC approval: 1- Provide Fire Flow Celculations / Wader Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine If any upgrades are required by file developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and/or fire pump. If afire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, NFPA 14, NFPA 20, NFPA 291, and NFPA 1142 (Annex 14) is required. 2- When an FDC is required, it shall be a minimum of t S' from building and shall have a fire hydrant within 40'. This hydrant shall not be located on some main as Fire Sprinkler and must be on supply side of double detector check valve. This hydrant is in addition to the hydrant that is required for firefighting purposes that Is to be within 30V of building as the hose lays and on the same side of street as the project. 3. Provide and show on the plan minimum 30• turning radius for emergency vehicle ugmas and egress at all entrance, and exits. 4- Provide and show on the site plan 24 ft width at driveways / drive aisles for emergency vehicle Dress and egress for from and rear parking lots. Where drive way is split by an island with one-way traffic each side of island provide and show on site plan a minimum 20 ft wfdfh driveway on each side of the island 5• Provide fire department access roadway (with tum-around, Y, T or Cul-De-Sac) In accordance with NFPA -1. Fire Department access madway must have 24-toot dear width end 1M foot vertical clearance, and be capable of supporting the weight of fire department vehicles (60,000lbs) N Hydrant Test Conducted by: CITY OF CLEARWATER WATER DEPARTMENT - J. ALLEN (Indudefaltach copy of actual test sheet) NFPA Hazard Classification Appendix A-2 MAY 2 5 2006 1. GENERAL PLANNING DEPARTMENT I.I. SCOPE CITY OF CLEARWATER I.I.I. This section provides the general requirements necessary to qualify for, prepare and submit a proposal for installation of a fence system at a Progress Energy facility. The requirements noted in this document shall be understood to be the minimum Progress Energy requirements. Additional documentation relating to a specific project may be attached to this document in order to provide supplementary information. 1.2. REFERENCE STANDARDS 0 Progress Energy Corporate Security Fencing Guidelines Progress Energy Fencing Guidelines ORIGINAL. RECEIVED 1.2.1. Reference standards or recommended practices referred to herein shall be the latest edition or revision of the item referenced. 1.2.2. Systems shall be designed, manufactured, tested and installed in accordance with NFPA 70 (National Electrical Code / NEC), state codes, local codes, requirements of Authorities Having Jurisdiction (AHJ), and in particular: 1. SBCCI (Southern Building Code Congress International) requirements 2. ADA (Americans with Disabilities Act, Public Law 101-336) requirements 3. Manufacturer's requirements 4. Standard industry practices In the event that any codes disagree with one another, or are in conflict, the Contractor shall use the more restrictive code. 1.2.3. Equipment and materials for which there are Underwriter's Laboratories (UL) standard testing requirements, listings and labels shall be appropriately listed and labeled by UL 1.3. DEFINITIONS 1. AHJ is a generic term used for a person or organization that has some form of joint sovereignty. This term is commonly used to refer to local governments or local/state Fire Marshalls or Building Inspectors 2. Terminal posts are posts placed at the ends and corners of fences and to support gates. 3. Pull posts are terminal posts bracing a long stretch of fence or offering a change of elevation. All other posts are line posts. 4. A Top Rail is a horizontal member to which fabric is attached with ties or clips at intervals not exceeding two (2) feet. 5. A Top Guard is an overhang of barbed wire along the top of the fence and is positioned at a forty-five (45) degree angle, usually facing the unprotected side of the fence. 6. Fabric is a fencing material from steel wire, wound and interwoven in such a manner as to provide a continuous mesh without knots or ties except through the use of knuckling or twisting the ends of the wires to form the selvage of the fabric. Revision 3.0 1 of 12 CONFIDENTIAL Appendix A-2 • Progress Energy Fencing Guidelines 7. Knuckling is a type of selvage that is developed by interlocking adjacent pairs of wire ends and then bending the wire ends back into a closed loop. 8. Twisting is a type of selvage that is developed by twisting adjacent pairs of wire ends together in a closed helix of three full twists, then cutting the wire ends at a sharp angle to provide sharp points. The wire ends beyond the twist should be at least 1/4 inch long. 9. Selvage is the edge on either side of a woven or flat-knitted fabric so finished as to prevent unraveling. 10. Accessible components or devices are those which are readily available to unauthorized personnel and which may be vulnerable to tampering or compromise. Components or devices are considered accessible if they are: a) Located lower than ten feet from the floor on a finished or unfinished wall inside a building. ORIGINAL b) Mounted to the finished surface of a suspended ceiling inside a building. RECEIVED c) Mounted on the exterior surface of a building. MAY 2 5 2006 d) Mounted to any surface or structure outside a building. PLANNING DEPARTMENT CITY OF CLEARWATER Components or devices that are located completely inside another locked enclosure or which are normally concealed by building structure are generally considered to be inaccessible. 1.4. CONTRACTOR QUALIFICATIONS 1.4.1. Due to the nature of the work involved, Contractors desiring to bid on the work herein described shall be pre-qualified by Progress Energy. Access to Fencing specifications, construction documents and drawings is limited to only those Contractors who have been pre-qualified. Under no circumstances shall a Contractor be provided with such documents prior to approval by Progress Energy. 1.4.2. The Contractor represents that it is fully experienced and properly qualified. to perform the type of work described in this document. Progress Energy realizes that the Contractor is the expert in the installation of Fencing systems, therefore, it is the responsibility of the Contractor to effect a properly functioning and safe Fencing system. This responsibility includes any items that may or may not be specifically noted in this document. 1.4.3. The Contractor shall: 1.4.3.1. Act as an independent contractor and not as an agent or employee of Progress Energy. 1.4.3.2. Be solely responsible for compliance with all applicable laws governing the employment of its employees and for Contractor's own acts and those of Contractor's employees, agents and contractors during the performance of Contractors obligations hereunder. 1.4.3.3. Contractor shall immediately notify Progress Energy, in writing, of any Judgment, Disqualification, Permit Revocation are any other similar action taken against the Contractor by any legitimate Regulating Authority or Licensing Agency that may occur during the course of the work that the Contractor performs for Progress Energy. 1.4.3.4. Be responsible for all taxes, permits or other fees imposed due to the work of the Contractor. Revision 3.0 2 of 12 CONFIDENTIAL Appendix A-2 Progress Energy Fencing Guidelines 1.4.3.5. Be regularly engaged in installing fencing, gates and related components, and shall have been engaged in such work for a period of not less than three years prior to bid submittal. 1.4.3.6. At the time of the bid be licensed by all appropriate authorities (State, Municipal and Local) for the type of work to be performed. Contractors who have licenses or permits pending, relevant to this project, shall not be considered acceptable for bidding on this project. 1.4.3.7. All personnel employed by the Contractor shall be registered with the appropriate State or Municipal Licensing Board as provided for by current state statutes. 1.4.3.8. Include with his bid a copy of his current business license as issued by the State in which the work is to be performed. 1.4.3.9. Provide upon request the name and location of a similar project which would be available for inspection by Progress Energy Corporate Security or their representative in order to verify the competency of the Contractor to perform within the scope of this project. 1.5. DOCUMENT PREPARATION AND CONTROL 1.5.1. All fencing design guides, design development documents, construction drawings and record drawings are extremely confidential. Access to these documents shall be restricted to authorized Progress Energy personnel and the Contractor. Parties receiving these documents shall take every reasonable precaution to protect these documents from unauthorized access. 1.5.2. Drawings and documents relating to this project which are no longer required shall be disposed of by complete destruction. 1.5.3. Distribution of any Section of these specifications to other persons or companies shall not be made without prior approval of Progress Energy. 1.6. SUBMITTALS 1.6.1. Layout drawings for all fencing, gates and related components in the project. The layout drawings shall indicate in detail the labeling of each component including any electrical connections, power supplies, terminal strips, switches or other similar components. 1.6.2. Shop drawings to include point-to-point wiring diagrams for each building. Point-to-point diagrams shall detail each device location and all associated wire runs. 1.6.3. Manufacturer's product data sheets for all equipment and components provided for in this project. Data sheets shall include equipment specifications, code compliance, certifications and other information as required for proper evaluation. 1.6.4. Detailed descriptions of all equipment locations and mounting particulars. 1.6.5. A schedule of the electrical requirements for the proposed equipment. 1.6.6. The Contractor shall describe coordination efforts that have been made or need to be made, either by the contractor, owner or any other party, for the installation to proceed on schedule in the manner described. 1.6.7. Submittals will be reviewed for comments by Progress Energy and the appropriate Architect / Engineer involved in the project. The review of submittals shall not be interpreted as a checking of detailed dimensions or approval of deviations from contract documents. ORIGINAL RECEIVED Revision 3.0 3 of 12 CO` 1? 11 Ell W PLANNING DEPARTMENT CITY OF CLEAP?AIATPP Appendix A-2 2. INSTALLATION 2.1. SCOPE MAf 2 5 2006 P CITY OF CLLEARWATERT Progress Energy Fencing Guidelines 2.1.1. This section provides guidelines for the installation of fencing and gates for Progress Energy. Drawings, a Basis of Design or other supplementary data may be attached to this document to provide additional information. 2.1.2. The requirements noted in this document shall be understood to be the minimum Progress Energy requirements. These requirements shall be expanded as necessary to ensure quality, however, written approval from Progress Energy must be obtained prior to deleting or revising a requirement contained herein. 2.1.3. Progress Energy shall make final approval of the fence system design and its suitability for the application. The Contractor should seek design input and comments from Progress Energy Corporate Security at all design stages. 2.2. PURPOSE 2.2.1. Fencing serves as a structural barrier for the protection of physical assets and personnel. An additional function of fencing is to provide a psychological deterrent to criminal behavior especially with regards to crimes of opportunity. Using a fence as the physical demarcation of Progress Energy property helps to limit trespassing and may help to channel the flow of authorized traffic through entrances. 2.3. COMPONENTS 2.3.1. Quality Assurance 2.3.1.1. Materials and equipment shall be new, unused and conform to grade, quality and standards specified. 2.3.1.2. Materials and equipment shall be of the most recent version or production design available at the time of installation. 2.3.1.3. Substitution of other Manufacturers / Vendors products for those specified shall not be permitted without prior review and approval by Progress Energy. 2.3.2. Cable and Conductors 2.3.2.1. All wiring shall be installed as specified by the manufacturer's published procedures. Jacket material shall be suitable for the application. 2.3.2.2. Color-coding shall be used on all wiring and cabling and shall be used in a consistent manner. 2.3.2.3. Cable must be labeled at both ends as well as in junction boxes 2.3.3. Hardware 2.3.3.1. Miscellaneous hardware required for installation shall be suitable for the purpose for which it is used. Hardware includes such items as nuts, bolts, screws, washers, miscellaneous fasteners, terminals, terminal strips, tie wraps and other related parts. 2.3.3.2. Where the equipment manufacturer specifies hardware for use in the installation, the hardware specified shall be used. • ORIGINAL RECEIVED Revision 3.0 4 of 12 CONFIDENTIAL Appendix A-2 • Progress Energy Fencing Guidelines 2.3.3.3. The finish on all hardware and fasteners shall be suitable for the environment in which it will be used and shall be selected to minimize corrosion or deterioration due to moisture, sunlight, temperature extremes and other similar environmental concerns. 2.3.4. Painting and Finish 2.3.4.1. All surfaces to be painted shall be prepared and cleaned in compliance with the paint manufacturer's instructions for surface conditions and as herein specified. Paint shall be applied by spraying to produce a smooth finish free of brush marks. Total paint thickness after the application of all coats shall be not less than 6.0 mils dry film thickness. Do not apply paint over dirt, rust, scale, grease, moisture, scuffed surfaces or conditions otherwise detrimental to a durable and uniform finish. Do not paint over any code-required labels, such as Underwriters' Laboratories and Factory Mutual, or any component identification, performance rating, name or nomenclature plates. 2.3.4.2. Where the surface has been prime coated by the manufacturer, recoat the primed surface where there is evidence of suction spots or other unsealed areas due to insufficient sealing. Equipment primed by the manufacturer which exhibits evidence of having been improperly stored or exposed to the effects of weather shall have the primer coat removed and be prepared and painted as if it had not been primed. 2.3.4.3. Where the surface is ferrous metal, the minimum acceptable degree of surface preparation shall be as indicated in the schedule by the applicable SSPC specification number. The bottom coat shall be a rust penetrating or encapsulating oil-based primer. If the surface is galvanized, the surface shall be solvent cleaned and the bottom coat shall be an oil-based primer. 2.3.4.4. Where the surface is aluminum or other nonferrous metal, the surface shall be solvent cleaned and the bottom coat shall be an oil-based primer. 2.3.4.5. Where the surface is non-metallic and has not been primed by the fabricator, the bottom coat shall be a latex acrylic primer and shall be selected for maximum adhesion to the substrate. The primer selected shall contain no oils or solvents that will damage the substrate and shall be an appropriate base for the finish coats. 2.3.4.6. The second and third coats shall be a quick-drying enamel with a satin finish. A minimum of two separate coats shall be applied over the bottom coat, allowing sufficient time between coats for uniform curing of the paint. Additional coats shall be applied as required to provide an opaque, smooth surface of uniform finish, color, appearance and coverage. 2.3.5. Software 2.3.5.1. Software shall be new and the most recent version of production design available at the time of installation. 2.3.5.2. Where software licensing is required, the software shall be licensed directly to Progress Energy with automatic notification being made directly to Progress Energy of any patches, upgrades or other issues affecting the operation of the system. Any annual fees required by the software manufacturer or other entity for usage, updates, licensing or other similar reasons will be paid directly by Progress Energy. 2.3.5.3. The Contractor shall provide a copy of the software on media to Progress Energy prior to system acceptance. 2.4. REQUIREMENTS Revision 3.0 ORIGINAL RECEIVED MAY 2 5 2006 5 of 12 PLANNING DEPARTMENT CITY OF CLEARWATER CONFIDENTIAL Appendix A-2 • Progress Energy Fencing Guidelines 2.4.1. General 2.4.1.1. The specifications contained in this document and the drawings submitted with the specification represent an outline of the desired system. Ensuring the compatibility of the equipment described is the responsibility of the contractor submitting the proposal. Neither this document, nor any attached supplementary information, is intended to list all parts, interfaces and miscellaneous equipment that may be needed, rather, it is the responsibility of the contractor submitting the proposal to provide the equipment necessary to provide a properly functioning system. 2.4.1.2. All work shall be completed in a neat, organized and professional manner. 2.4.1.3. The Contractor shall provide, in accordance with individual manufacturer's instructions, the installation of all equipment specified within this section of the specifications and/or shown on the associated drawings unless specified as being installed by others. 2.4.1.4. The Contractor shall provide all wiring, connectors, power supplies, interfaces and other hardware as necessary to effect a normally operating system. 2.4.1.5. Compression type terminal strips shall be used whenever terminations are made at points other than on the components. There shall be no splices in any cable except where necessary to interface with pre-wired devices. Repairs to damaged cables or extending cables by splicing will not be permitted. The Contractor shall be responsible for all materials and labor necessary to replace cables that have been installed improperly or damaged in installation. 2.4.1.6. Color-coding shall be used on all wiring and cabling and shall be used in a consistent manner. 2.4.1.7. The Contractor shall provide all incidental conduit, boxes, enclosures, wiring, 120 VAC power extensions, terminations, materials and connections to all equipment unless specified as being provided by others. 2.4.1.8. Connections of all equipment and devices shall be made in the manner recommended by the manufacturer and must meet the approval of Progress Energy Corporate Security as a condition of the acceptance of this project. 2.4.1.9. The Contractor shall provide and install tamperproof screws on all cabinets, boxes and other similar enclosures that are easily accessible by employees or the general public. 2.4.1.10. Cabinets, boxes and other similar enclosures containing control components shall be provided with tamper switches. The tamper switches shall report an alarm condition if the enclosure is opened. 2.4.1.11. Cabinets, boxes and other similar enclosures containing control components or cabling and which are easily accessible to employees or the general public shall also be provided with an integral lock or a hasp for a padlock. Progress Energy shall provide any required padlocks. 2.4.1.12. Any cabinet, box or other similar enclosure that is mounted above a ceiling, or is mounted more than ten (10) feet above the floor in an interior location, may be deemed as being unaccessible to employees or the general public. 2.4.1.13. The Contractor shall be responsible for all materials and labor necessary to replace any components that have been installed improperly or damaged in installation. 2.4.1.14. A separate suitable ground wire shall be connected to all lightning protection devices installed. ORIGINAL RECEIVED MAY 2 5 2006 Revision 3.0 6 of 12 PLANNING DEPARTMENT CONFIDENTIAL CITY OF CLEARWATPP Appendix A-2 • Progress Energy Fencing Guidelines 2.4.1.15. All enclosures containing electronic equipment or bypass switches shall have a permanent, engraved label affixed to the front of each unit to show which point or area it controls. 2.4.1.16. There shall be no gaps in the fence line or gates that would allow an individual unauthorized access. 2.4.1.17. Controllers, power supplies and similar components shall always be installed in a secure room or area (phone or electrical closet, above ceiling and other similar locations). 2.4.2. Specific 2.4.2.1. The fence shall be seven (7) feet in height of fence fabric with a three-strand barb wire top guard facing outward at a forty-five (45) degree angle. The total overall height of the fence with the top guard should be at least eight (8) feet. The individual strands of barb wire shall be spaced six (6) inches apart. The arms supporting the barbwire are attached to the top of the fence and shall withstand a weight of two hundred and fifty (250) pounds applied at the outer strand of barbed wire. (NOTE: Substation complexes shall have a minimum overall height of ten (10) feet) 2.4.2.2. Fabric 2.4.2.2.1. Fabric should be stretched taut. 2.4.2.2.2. The fabric used for the fence should be attached to the gate frame at 15-inch intervals. 2.4.2.2.3. The fabric should be fastened at 15-inch intervals to the line posts. The edge of the fabric should be fastened to the top and bottom rails with wire ties at intervals not exceeding twenty-four (24) inches. The ends of the wire ties should be on the protected side of the fence. 2.4.2.2.4. Ties and clips shall be of sufficient strength to secure the fabric to the posts. 2.4.2.2.5. Selvage should be knuckled at one end and twisted at the other. 2.4.2.2.6. The bottom of the fence should be no more than two inches above hard ground and fastened to posts. In areas of soft soil the fabric should reach below the soil to account for erosion. If this does not provide adequate protection, the bottom of the fence should be anchored into the ground. The bottom of the fence shall have a bottom rail or support wire. 2.4.2.2.7. If the fence crosses uneven grounds, streams, culverts or other similar conditions, these areas should be protected with additional fence fabric or grating to deter penetration but should not disrupt the flow of any water. 2.4.2.2.8. The material for the fabric should be #9 AWG, steel with a coating (zinc, aluminum, aluminum alloy, polyvinyl chloride resin or other similar materials) applied to the steel in order to increase the useful life of the fence material. Mesh openings shall be no larger than two (2) inches. 2.4.2.2.9. Fencing material other than steel may be used in lieu of steel if all of the following conditions are met: a) Support equal to or greater than steel is achieved. b) Satisfies the stated purpose of the fence. c) Is used in a limited application at the property. d) Reviewed and approved by Progress Energy. ORIGINAL RECEIVED Revision 3.0 7 of 12 MAY 2 5 2006 CONFIDENTIAL PLANNING DEPARTMENI CITY OF CLF.AP`"ATro Appendix A-2 • Progress Energy Fencing Guidelines 2.4.2.2.10. The fence fabric should be able to withstand a breaking load of 1,290 pounds. 2.4.2.3. Posts 2.4.2.3.1. Line Posts shall be spaced equidistantly and shall not be more than ten (10) feet apart. 2.4.2.3.2. In order to help keep the wire taut and the posts solid, terminal posts should be braced diagonally to the nearest line post and there should be no more than a fifty (50) degree angle between the brace and the ground. 2.4.2.3.3. A top rail shall be installed on the top of the fence. 2.4.2.3.4. The diameter of the post holes shall be at least four (4) times the largest cross section of the post. 2.4.2.3.5. The depth of the post holes shall be at least thirty-six (36) inches. After a post has been set plumb and in alignment, the hole should be filled with concrete (2,500 PSI) and the exposed surface of the concrete crowned in order to shed water. Other techniques of fence post installation may be acceptable if they provide equal or greater strength to the concrete settings noted above, and if they are approved by Progress Energy prior to installation. 2.4.2.3.6. Post holes set in rock shall be half filled with nonshrinkable hydraulic cement and the post should be forced to the bottom of the hole and set plumb. Additional cement should then be worked into the hole and the surface of the cement crowned. 2.4.2.3.7. Post tops shall consist of ornamental tops or combination tops with barbed wire supporting arms, as required. 2.4.2.3.8. Post braces shall be provided for each gate, corner, pull and end post. Post braces shall consist of a round tubular brace extending to each adjacent line post at approximately mid- height of the fabric and a truss consisting of a rod not less than 5/16 inch diameter from the line post back to the gate, comer, pull or end post, with a turnbuckle or other equivalent provision for adjustment. 2.4.2.4. Gates and Hardware 2.4.2.4.1. Gate frames shall be constructed of tubular members, either round or square, and welded at all corners. 2.4.2.4.2. Posts, braces, tension wire and rails shall be made of steel. Gate frames may be made of steel or aluminum. 2.4.2.4.3. Gate hinges, post caps, barbed wire supporting arms, stretches for bands and other parts shall be made of commercial grade steel, malleable iron, ductile iron or equal except that post tops, rail ends, ties and clips may be of aluminum. 2.4.2.4.4. Gates shall be of the swing or sliding type as required, complete with latches, stops, keepers and hinges. Consideration should be given for the three strands of barbed wire of the gate. 2.4.2.4.5. Gate hinges shall be of adequate strength for the gate and with large bearing surfaces for clamping in position. The hinges shall not twist or turn under the action of the gate. 2.4.2.4.6. The gates shall be capable of being easily opened and closed by one person. ORIGINAL RECEIVED MAY 2 5 2000 Revision 3.0 8 of 12 PLANNING DEPARTMENI CITY OF CLEARVIATCr CONFIDENTIAL Appendix A-2 • Progress Energy Fencing Guidelines 2.4.2.4.7. The hinge pins and bolts at the gates should be spot-welded to prevent the removal of the gate with the use of simple hand tools. The hinge pins and bolts should be located on the protected side of the fence. 2.4.2.4.8. Gate fabric shall be the same type as used in the fence construction. 2.4.2.4.9. Fencing and gate hardware should be installed to prevent any type of removal or tampering without significant expenditure of time and effort. 2.4.2.4.10. The bottom of the gate should be no more than six (6) inches above hard ground or pavement to prevent individuals from crawling underneath the gate. 2.4.2.4.11. Automatic vehicular slide gates should be installed with a v-track type design. Vehicular slide gates with a usage rate that exceeds ten (10) openings per day will utilize a Hy-Security Model 222EX hydraulic operator. 2.4.2.4.12. All automatic gates will have a minimum of three (3) magnetic loops for vehicle detection. Two (2) magnetic loops will be installed immediately uiside and outside of the slide gate to prevent the gate from closing on a vehicle. One (1) request to exit magnetic loop should be installed optimally at 30"-35" from the slide gate if feasible. 2.4.2.4.13. All automatic gates will have infi-ared photoswitches installed immediately inside the gate to prevent the gate from closing on a vehicle or individual. 2.4.2.4.14. All automatic gates will have a gate edge sensor installed on the closing edge of the gate to prevent the gate from closing on a vehicle or individual. 2.4.2.5 Courtesy Telephones 2.4.2.5.1 Shall be an ADA compliant, multi-function, high strength, tampered, weatherproof and vandal resistant security unit that integrates a hands free communications device. 2.4.2.5.2 Surface mounted units shall be wall mounted, tampered, vandal resistant, weatherproof, ADA compliant and shall integrate a half-duplex speakerphone into an aesthetically pleasing housing. All exposed steel surfaces shall be finished in the color specified by Progress Energy. ORIGINAL 2.4.2.5.3 Flush mounted units shall be a hands-free phone designed for mounting in an existing wall RECEIVED or structure. The units shall be tampered, vandal resistant, weatherproof and ADA compliant. 2.4.2.5.4 Units equipped with strobe lights will start to flash at a rate of 80 times per minute upon MAY 2 5 2006 activation of the call button. The strobe shall flash thereby drawing attention to the location, and shall continue to flash until the call is terminated by the appropriate Progress Energy PLANNING DEPARTMENI personnel. CITY OF CLEARWATER 2.4.2.5.5 The telephone and intercom stations shall be installed using tamper-proof screws. The Contractor shall provide at least two tools to Progress Energy to remove screws for service. Tamper resistant fasteners shall be such that they cannot be removed without special computer designed wrenches provided for that specific purpose by the manufacturer. Allen head, Phillips head, torque and other similar fasteners shall not be acceptable. 2.4.2.5.6 Courtesy telephone stations shall be configured to automatically dial a telephone station installed at the Progress Energy Command Center. If more than one Courtesy telephone dials the security console, the telephone station at the Command Center shall have a display permitting the identification of the Courtesy telephone placing the call. Revision 3.0 9 of 12 CONFIDENTIAL Appendix A-2 • • Progress Energy Fencing Guidelines 2.4.2.5.7 If the facility PBX does not support the mode of operation described above, provide a single-line telephone set to receive emergency calls at the Progress Energy prescribed location. Provide any ring generators, power supplies, terminal blocks or other hardware necessary to establish a single-line connection between the emergency telephones and the prescribed location. 2.4.2.5.8 Lightning and surge protection shall be provided as required by industry standards and the manufacturer's recommendation. 2.4.2.5.9 Each unit shall be provided with custom lettering indicating that the phone is a "SECURITY COURTESY PHONE". 2.4.2.5.10 Courtesy telephones and intercoms shall be mounted at a height to comply with ADA requirements. Each telephone, intercom station and mount shall be painted in a manner satisfactory to Progress Energy. 2.4.2.5.11 A weatherproof label with the station number shall be securely mounted at each enclosure containing control or bypass components that is located in a position exposed to weather or other inclement conditions. Label type and size shall comply with ADA requirements. 2.4.2.6 Vehicle Barrier Systems 2.4.2.6.1 The variables involved in determining when to use a vehicle barrier, and choosing what type of vehicle barrier to use, are too broad for the scope of this document. Although some general concerns will be addressed, the specifics have to be addressed on a case-by-case basis. 2.4.2.6.2 A vehicle barrier should be erected some distance in front of a personnel barrier in order to prevent an adversary from using a vehicle to achieve rapid penetration through the personnel barrier. The barrier should be designed so that it cannot be readily breached by ramming with a vehicle. In areas that cannot be continuously monitored, barriers that are difficult to remove should be installed (e.g. not cable types). 2.4.2.6.3 The purpose of a properly designed and positioned vehicle barrier is to delay vehicles long enough for other elements of the physical protection system to function. In order to plan a vehicle barrier system, one must: ORIGINAL a) Define the adversary threat and the threat vehicle for which the barrier system is RECEIVED intended to stop (vehicle weight, velocity, and physical characteristics). b) Define the target and set priorities on the spectrum of threats to which those MAY 2 5 2006 targets will be subjected. PLANNING DEPARTMENI c) Define the site-specific considerations such as terrain, road layout, buildings, CITY OF CLEARWATER parking lot layout and other similar aspects. 2.4.2.6.4 Types of Static Barriers 2.4.2.6.4.1 Ditches, Earthen Barrier, Concrete Highway Divider (also called a Jersey Barrier), Concrete Shapes (tables, planters or similar devices), Bollards, Impalements / Angle Posts, Steel or Cable Guard Rails, Heavy Equipment Tires, Buried tires, Cables and posts, Guard Rails, Railroad ties, Sand or Concrete filled barrels, Trees and Walls. 2.4.2.6.5 Types of Active / Portal Barriers 2.4.2.6.5.1 Hydraulically operated concrete block, Hydraulic posts or wedges, Metal net barricade, Sally port double gate, Steel pipe or I-beam gate, Blade barricade -metal Revision 3.0 10 of 12 CONFIDENTIAL Appendix A-2 Progress Energy Fencing Guidelines blades normally kept below the pavement are rapidly deployed, Pit barricade and Anti-crash gate. 2.4.2.6.6 There are temporary barriers available that are made of plastic. These units are positioned at the area needing protection and then filled with water or sand. Each section has a male/female connection allowing for multiple units to be connected. Typically used for gate access control, traffic control, hazardous material spills, or other similar conditions. 2.4.2.6.7 Where conditions warrant, photo optic sensors or Loop Detectors may be used for automatic deployment of barriers. 2.4.2.6.8 In all cases the Vehicle Barrier Systems guidelines established by the )department of Defense, Department of Energy and Sandia National Laboratories should be adhered to. 3. POST-INSTALLATION 3.1. SCOPE 3.1.1. This section provides the general requirements for the written documentation of the installation, Manufacturer's Use and Service manuals, system acceptance testing, warranty issues and operato6RIGINAL training. RECEIVED 3.2. DOCUMENTATION MAY 2 5 2006 3.2. 1. Drawings of Record PLANNING DEPARTMENT CITY OF CLEARWATER 3.2.1.1. The Contractor shall maintain at the installation site one record copy of all contract drawings, specifications, addenda, change orders and other modifications, in good order and marked up-to- date with a record of all changes made during construction. 3.2.1.2. Upon completion of work, the Contractor shall deliver three copies of the shop drawings, system testing, mechanical and electrical equipment schematics and diagrams to Progress Energy. 3.2.1.3. All record drawings shall reflect the work as it was actually installed. Any equipment changes made during the project shall be noted. 3.2.1.4. Record drawings shall be in a format and contain sufficient detail to permit the rapid and accurate troubleshooting of the system(s) by a skilled technician with no previous knowledge of the specific installation. Provision of record drawings on magnetic media in AutoCAD format shall be acceptable. 3.2.1.5. As-built documents shall be submitted only to Progress Energy for verification and distribution to the appropriate personnel. 3.2.2. Operation and Maintenance Manuals 3.2.2.1. After completion of work, Contractor shall deliver three (3) system operation and maintenance (O&M) manuals. 3.2.2.2. O&M manuals shall include operating instructions specific to the installation, and also step-by-step directions for routine operation of the system. Revision 3.0 11 of 12 CONFIDENTIAL Appendix A-2 • Progress Energy Fencing Guidelines 3.2.2.3. O&M manuals shall include service and maintenance manuals for each major component installed. Equipment requiring periodic maintenance shall be clearly noted. 3.2.2.4. The manufacturer's standard catalog cut sheets shall not be acceptable for use as O&M manuals. 3.3. TESTING 3.3.1. Site tests shall be performed with a representative of Progress Energy Corporate Security in attendance. 3.3.2. The Contractor shall coordinate the scheduled time of testing and access to the site to minimize the disruption of the activities of Progress Energy and of other contractors. 3.3.3. The Contractor shall demonstrate to Progress Energy that all sequences operate correctly and that all products, devices and system software operate as designed and specified. 3.3.4. Tests shall be performed on each major component of the fence. 3.3.5. Sufficient replacement parts shall be available to allow for timely replacement of any parts that are found to be unsatisfactory in performance. 3.4. TRAINING 3.4.1. The Contractor shall hold a training session at the job site at times mutually agreed upon between Progress Energy and the Contractor. 3.4.2. Field set-up time, start-up time and testing time shall not be considered as training time. 3.5. WARRANTY & SERVICE 3.5.1. The Contractor shall guarantee all equipment, wiring and other components of this system to be free of defects in workmanship and material for five (5) years, or the manufacturer's warranty period, whichever is longer, from the date of acceptance by Progress Energy. 3.5.2. Warranty service by the Contractor shall include four-hour emergency response service during normal contractor working hours and twelve-hour emergency response service after normal working hours, on weekends and on holidays. Response time shall be measured from the time of Contractor notification to the arrival of service personnel at the affected site to initiate repairs. The Contractor shall provide a method of requesting emergency service after normal working hours, on weekends and on holidays appropriate to the required response times. 3.5.3. Service requests are requests for work to repair or replace a system component or software application which has malfunctioned or been damaged. Service requests shall not include routine system additions, equipment relocations, or system upgrades. 3.5.4. The Contractor shall, at the time of bidding, include the cost for a full-coverage service contract for the first and second years following the initial warranty period as separate optional line items. The service contract shall provide for service and response times identical to those specified for the initial warranty period. Progress Energy shall be permitted to elect the service contract(s) anytime prior to the expiration of the initial warranty period at the price submitted with the original bid. END OF DOCUMENT ORIGINAL RECEIVED MAY 2 5 2006 Revision 3.0 12 of 12 PLANNING DEPARTMENT CONFIDENTIAL CITY OF CLEARWATEP r? FL-0817A 6/30/2007 1-^ ` . IGINAL ,EKED 7?r.A t R ',fu G DEPARTMENT IaIA f_ CLEARWAtER CI , Steven Y"iq4t FL-0817A 6/30/2007 is r: r Z cr. W flo C= Q?3 N Q d Cit (D U C9 K0 z? g? a Pinellas County Property Appraiser Information: 12 29 15 00000 140 06 Page 2 of 10 • 12 1 29 15 /'00000 1 140 1 0100 02-May-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:46:15 Ownership Information Non-Residential Property Address, Use, and Sales FLORIDA POWER CORP OBK: 00000 OPG: 0000 C/O TAX DEPT CX26 PO BOX 14042 ST PETERSBURG FL 33733-4042 56%? ^?? + rX(? Zt 100, S04 EVAC: Non- EXt?AS = - ;L64 0 so CiLO40 t8416t 4Sq .?1 ?46 1 ? 61 3.5 LA If 50 414q 4 Comparable sales value as Prop Rddr: 2166 PALMETTO ST of Jan 1, 2005, based on Census Tract: 267.03 les from 2003 - 2004: sa 0 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Imp Plat Information 0 /0 0/ 0 0 { ) 0000: Book Pgs - 0 /0 0/ 0 0 { ) 0000: Book Pgs - 0 /0 0/ 0 0 { ) 0000: Book Pgs - 0 /0 0/ 0 0 { ) 2005 Value EXEMPTIONS Just/Market: 3,750,900 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed/Cap: 3,750,900 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 3,750,900 Agricultural: 0 2005 Tax Information District: Cu Seawall: Frontage: Clearwater View: 05 Millage: 23.2372 Land Size Unit Land Land Land Front x Depth Price Units Meth 05 Taxes: 87,160.41 1) 300 x 916 3. 50 274, 800. 0 S Special Tax .00 2) 323 x 1,048 2.75 338, 595. 0 S 3) 0 x 0 .00 .00 Without the Save-Our-Homes 4) 0 x 0 .00 .00 cap, 2005 taxes will be : 5) 0 x 0 .00 .00 87, 160.41 6) 0 x 0 .00 .00 Without any exemptions, 2005 taxes will be 87,160.41 Short Legal PART OF E 1/2 OF SE 1/4 OF HE i/4 DESC FR SE CDR OF Description HE 1/4 RUN N 39OFT TH W 50 FT FOR POB TH CONT W 30OFT A tra Va. L? 5t: °/b 7U-V W1 XCbYt,,a Building Information 9'y 10 2S'f ??5n 2'il bo, So `f f?}°ew - 354 0 5 D $1 84L?`{s http://pao.co.pinellas.fl.usihtbin/cgi-scr3?o=1 &a=1 &b=l &c=1 &r=.16&s=4&t3=1 &u=Okp... 5/2/2006 Pinellas County Property Appraiser Information: 12 29 15 00000 140 010 • Propert y and Land Use Code descriptions , . Building I . Building. 2. . Buildin.g 3 . Building 4 . Building 5 . Building 6 Building #1 Page 3 of 10 12 / 29 / 15 / 00000 / 140 / 0100 :01 02-May-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:46:09 Commercial Card 01 of 6 Improvement Type: Offices Property Address: 2166 PALMETTO ST Prop Use: 360 Land Use: 91 S?ruc-tural E1?msn?s Foundation Spread/Mono Footing Floor System Slab on Grade Exterior Wall Conc Block/Stucco Height Factor 0 Party Wall None Structural Frame Masonry Pillar&Steel Roof Frame Bar Joist/Rigid Fram Roof Cover Built Up/Metal/Gyps Cabinet & Mill Average Floor Finish Uinyl Asbestos Tile Interior Finish Plaster Furred Total Units 0 Heating & Air Heating&Cooling Pckg Fixtures 16 Bath Tile Floor and Wall Electric Average Shape Factor Rectangle Quality Average Year Built 1,964 Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Aromas Description Factor Area Description Factor Area 1) Base Area 1.00 21,757 7) . 00 0 2) Open Porch .30 361 8) .00 0 3) Carport . 30 2,968 9) . 00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Commercial ExIL ra FE3 aL ur4-- s Description Dimensions Price Units Value RCD Year 1) ASPHALT 157840 1.75 157,840 276,220 276,220 999 2) FENCE 3820LF 5.00 3,820 19,100 7,640 1,970 3) CONC PAVE 17505F 4.00 1,750 7,000 7,000 999 4) WORKSHOP 280SF 4.00 280 11i2o 1,120 1,970 5) PORCH 550 7.50 550 4,130 3,800 2,002 6) SHED 10X20 12.00 200 2,400 21210 21002 TOTAL RECORD VALUE: 297,990 http://Pao.co.pinellas.fl.uslhtbinlcgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 5/2/2006 Pinellas County Property Appraiser Information: 12 29 15 00000 140 010 Page 4 of 10 0 - Building #2 12 / 29 1 15 1 00000 / 140 10100 :02 02-May-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:46:03 Commercial Card 02 of 6 Improvement Type: Warehouse Property Address: 0 Prop Use: 360 Land Use: 91 Structural Elcmcnts Foundation Spread/Mono Footing Floor System Slab Platform Height Exterior Wall Concrete Block Height Factor 22 Party Wall None Structural Frame Masonry Pillar&Steel Roof Frame Steel Truss & Purlin Roof Cover Built Up/Composition Cabinet & Mill Average Floor Finish Concrete Finish Interior Finish Unfinished Total Units 0 Heating & Air None Fixtures 2 Bath Tile Floor Only Electric Average Shape Factor Rectangle Quality Average Year Built 1,964 Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Areas Description Factor Area Description Factor Area 1) Base Area 1.00 17,446 7) .00 0 2) Office Area 1.75 704 8) .00 0 3) Canopy .20 5,740 9) .00 0 4) Loading Platform WD .40 3,630 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 GommE:rcial Extra FE3aturE3 s Description Dimensions Price Units Value RCD 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 Building #3 http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &i=.16&s=4&t3=1 &u=0&p... 5/2/2006 Pinellas County Property Appraiser Information: 12 29 15 00000 140 0 Page 5 of 10 12 / 29 / 15 /'00000 / 144 / 0100 :03 02-May-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:46:26 Commercial Card 03 of 6 Improvement Type: Warehouse Property Address: 0 Prop Use: 360 Land Use: 91 Structural E1?m?nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Concrete Block Height Factor 20 Party Wall None Structural Frame Masonry Pillar&Steel Roof Frame Bar Joist/Rigid Fram Roof Cover Built Up/Metal/Gyps Cabinet & Mill Average Floor Finish Concrete Finish Interior Finish Unfinished Total Units 0 Heating & Air None Fixtures 5 Bath Tile Floor Only Electric Average Shape Factor Rectangle Quality Average Year Built 1,967 Effective Age 30 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub AraaS Description Factor Area Description Factor Area 1) Base Area i. 00 3,320 7) . 00 0 2) Office Area 1.75 196 8) .00 0 3) Canopy .20 1,176 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 CammE!rcial Extra FE3 aturE3 s Description Dimensions Price Units Value RCD Year 1) FENCE 96 SF 5.00 96 480 190 1,967 2) CARPORT 14X31 12.50 434 5,430 2,230 1,967 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: 2,420 Building #4 http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 5/2/2006 Pinellas County Property Appraiser Information: 12 29 15 00000 140 04 Page 6 of 10 12 / 29 / 15 V00000 1 140 / 0100 :04 02-May-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:46:23 Commercial Card 04 of 6 Improvement Type: Pre-Engineered Metal Property Address: 0 Prop Use: 360 Land Use: 91 Structural E1?m?nts Foundation Spread/Mono Footing Floor System Slab on Grade Exterior Wall Prefinished Metal Height Factor 0 Party Wall None Structural Frame Rigid Frame Roof Frame Steel Truss & Purlin Roof Cover Corrugated Metal Cabinet & Mill Average Floor Finish Concrete Finish Interior Finish Wallboard Total Units 0 Heating & Air None Fixtures 6 Bath Tile Floor Only Electric Average Shape Factor Rectangle Quality Average Year Built 1,971 Effective Age 25 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Area S Description Factor Area Description Factor Area 1) Base Area 1.00 6,200 7) .00 0 2) Office Area 1.75 500 8) .00 0 3) Canopy .20 164 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Commercial Extra Fcatur4B E3 Description Dimensions Price Units Value RCD 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 Building #5 http://Pao.co.pinellas.fl.uslhtbinlcgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 5/2/2006 Pinellas County Property Appra r Information: 12 29 15 00000 140 0 4 Page 7 of 10 12 / 29 115 /00000 1140 / 0100 :05 02-May-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:46:37 Commercial Card 05 of 6 Improvement Type: Mobile Home Property Address: 0 Prop Use: 360 Land Use: 91 Structural Elcrosnts Foundation Piers Floor System Wood WJO Subfloor Exterior Wall Siding Minimum Height Factor 0 Party Wall None Structural Frame None Roof Frame Flat Roof Cover Corrugated Metal Cabinet & Mill Average Floor Finish Uinyl Asbestos Tile Interior Finish Wallboard Total Units 0 Heating & Air None Fixtures 6 Bath Tile None Electric Average Shape Factor Rectangle Quality Average Year Built 1,969 Effective Age 30 Other Depreciation 25 Function Depreciation 0 Economic Depreciation 0 Sub Ar c a s Description Factor Area Description Factor Area 1) Base Area i. 00 J,920 7) . 00 0 2) Open Porch . i5 240 8) .00 0 3) Canopy .20 240 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Gomrnsrc.ial Extra Fcatures Description Dimensions Price Units Value RCD 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 Building #6 http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 5/2/2006 Pinellas County Property Appr*r Information: 12 29 15 00000 140 0 4 Page 8 of 10 12 / 29 / 15 /00000 / 140 / 0100 :00 02-May-2006 Jim Smith, CFA Pinellas County Property Appraiser 13:46:44 Commercial Card 06 of 6 Improvement Type: Pre-Engineered Metal Property Address: 0 Prop Use: 360 Land Use: 91 Structural E1am?nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Prefinished Metal Height Factor 0 Party Wall Hone Structural Frame Rigid Frame Roof Frame Steel Truss & Purlin Roof Cover Corrugated Metal Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Paneling Average Total Units 0 Heating & Air Heating&Cooling Pckg Fixtures 12 Bath Tile Floor Only Electric Average Shape Factor Rectangle Quality Average Year Built 11985 Effective Age 15 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 S1111J Arc.?s Description Factor Area Description Factor Area 1) Base Area 1.00 9,600 7) .00 0 2) Canopy .20 1,664 8) .00 0 3) .00 0 9) .00 0 4) .00 0 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Commcr(-_ial Extrza Fcatures Description Dimensions Price Units Value RCD 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) F*_1 R Fil T M FQ http://Pao.co.pinellas.fl.uslhtbinlcgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 5/2/2006. Pinellas County Property Appraer Information: 12 29 15 00000 140 O4 2125 r"i . 167,97 M6 -- D c3 1FF.0 3 ?i 2131 R E cc 168,08 v 14/03 ffa cr 168.13 t'u n trr O :tcl 2166 PALtTTO ti t4, Q? ui -?0)r) 1/8 Mile Aerial Photograph (2002) Page 9 of 10 m W 2. U a: UJ w m F2-7? http://Pao.co.pinellas.fl.uslhtbinlcgi-scr3?o=1 &a=1 &b=1 &c=1 &r=.16&s=4&t3=1 &u=0&p... 5/2/2006 Pinellas County Property Appr* Information: 12 29 15 00000 140 0116 Page 10 of 10 A LN Hr i.n ? 1 --1 y r ?.?'?p S Jj• r . . y4r R ? ? t tx :tea ? r+=, ? -? ? »? X,002,4!, 4 s Y P r -?f f Q+, 't 14 ALI 11N D 55 p ?BlR ? 1T" M i Pinellas County Property Appraiser Parcel Information Back to Search Page An explanation of this screen 7 7% I S http://pao.co.pinellas.fl.us/htbin/cgi-scr3?o=l&a=l &b=1 &c=1 &i=.16&s=4&t3=1 &u=0&p... 5/2/2006 Map Output 40 Page 1 of l http://msb-gis-int/serviet/com.esri.esrimap.Esrimap?ServiceName=OVMap&C11entVersion... 5/2/2006 r PROPOSED PLANS FOR PROGRESS ENERGY - CLEARWATER CAMPUS SECTION 12-29S-15E, CITY OF CLEARWATER, FLORIDA PREPARED FOR u THE MURRAY COMPANY 15500 LIGHTWAVE DRIVE CLEARWATER, FL 33760 SHEET DESCRIPTION I. COVER SHEET 2. EXISTING CONDITIONS SURVEY 3. SITE PUN 4. LANDSCAPE PLAN INDEX OF DRAWINGS V POJECT LO ATION ? ? ?-f ? "1 "?„• J' ? 71 Ep I I ; `? VICINITY MAP PREPARED BY ' Water Resource Associates, Inc. Engineenng - Planning - Environmental Science 4260 West 4neb-gh Avenue Tampa, Flodda 33624 Phone: 613.266.31 30 Fax: 613.265.6610 ww265.31 aW?vnte.mn ORIGINAL RECEIVED APRIL 2006 PLANNING DEPARTMENT CITY OF CLEARWATER a FLORIDA `POWER CORPORATION CLEAMATM OPERATIONS CENTER SEC. 12-29-15 6RU4= ST Y w IY W (M RR) Q 1 W h M war rr wti t'da' ?E .4 w Rr .. /w an 4? w w w +. w w w w w w e. .,,. Nc? o ti Z- •s°sw.r°Yi aaor s° c ! ! yw ? ~ • w ?1 7 ? P S 11 L? ?11I w fe. i o.f ?` '- III e•.e y, w ! "- .'' w ~ 'bl t a s i• N .oo w ?, :. w j ww.e "Pf x w• wY. n Y. J , .w... w w ' r ?+ ti±? ?`' `• 4' w % EXISTING ZONING INFORMAMN Boa. a , T- -` o0 PARKING SUMMARY soxs sF. o.nuu. -?wsoee. u eim us.ce cnosF o PARIIG ,e n _ A19 P &EpUl-P-1- D w j Z si w C 1 ! Q ?, is •r- 1 , wis ? e ;, ? ? ? w w ,o - ? w ?r• 7/ /• .? 19 - R s riff .. C It-- w . + w %916.95' ' '•. 'Y. BELCHER.? n AD -? NOTE: THESE EXISTING CONDITIONS DO NOT EXISTING CONDITIONS SURVEY INCLUDE THE ONGOING CONSTRUCTION OF THE COMPILED BY PENINSULA DESIGN FLEET SERVICE SITE PERMIT #BCP2005-08575. A ORIGINAL COPY OF THE AS-BUILTS TO DATE WILL BE RECEIVED INCLUDED WITH THIS SUBMITTAL. MAV n ^ ,-I euuu PLANNING DEPARTMENT CITY OF CLEARWATER cE y .?f n z p ° wo w o U O a Qe ?ry Q.5 g?g'"a4l U.S ? fl? 06$i° ?e 3W MAY U 5 2006 PLANNING DEPARTMENT CITY OF CLEARWATEP GRAPHIC SCALE twFFrrr ?y ?..?oa q 41.E aafweeV 6y wL••i 4+.x?1aM i'Aw u. Aew eY ? J. \+a\'ww ea iy? y •r• y 1266.01' j("?'`?`'? w /' 4,.t_. /'- w lxE._Gr 41 3t? r yr z z 8 M' OONTIIiUATIOMOFkCCE55 F VE TO PALMETTO AVE;& m.i Te __ mac. _T .._ f'4 'k n•r•i ?n• O.IT .k yr _ _ _ _ _ ,_ f lrrn . ,? yi % .--` ..?." -T ?!"'` •'?;.. ... ., ,4 ri,+ ?.?-N `weRPF_w.in REVUu aaw •E.. :•w DEMO r M `? ' •t j? 3 p ' r r LANDSCAPE LEGEND PREVIOUS Y?PERMRTED f ?+ o N N x _ '? +EUa aY4Oe6 Iq, FLrSE euuvlN,a!Q I9 MIIIUe?.f1f Illlle?ae. y ?.? - FrL FlDM1 a. alt I a "e?.i' -x `. 383~ "!6 yr ? 9i'q. ar ?.. r 'w? p w.w y Y s ?s J _ 442 N O rfrt.r. 6 .. 'aiwr i I ?- A> ??w tpv? p rrrr ? a ,,... ? F ' •-'' I rs.cs.a v? '!+ y a FAtM 3 9S? Uf.F ar r?wlf ?. s-.?'`r .,'^* - W EM 'a°'? 'ta .? ? ?+ Ilk* Y a y O o awww rsw ,? 4 ...? qfT F'?};w ° .yt ? '*4 y? CJ .rl?.ere i? i _ 1 ? _ { ' _ . tt ? Y " ?i n 3 'un 'r• I y ? - p ? Yr r '4? I? .J C .. NEW ?E 1 .OO .? d 'k ®® rrwCv. Ar GRASSEO AREA + Y6 w '?r. w IRt s ' ..YA ? i Y i. Max N ?d LANDSCAPE SUMMARY •? ,.,? ?? ,w.M I:.a"? e r s.. ru ?" ° a 1 DEMO wEnu+F xl omac.+ :"nx f . k" 'tt a a to-cwx .r rrrrrl7 YWf _„?.-. ..a Y. our a F1LDtE^,O s.ac ssa? V C .NM?ei?rx Ntlf 'VI sclmm a.e 4. W C' % r.. RObR a !C I6 W srrwwq wqf - ?+ .w t ?+ F. wr °4r • fgewefq r i ""-` l•aer STRUCTURALLY . 4 O I ! f1 ? y F r /Na Tl Ar y rrar ENHANCE N T t•/ r . rssw . «r y y. 1 v •.P1.I Afq •_ y - _ NEW ADMIN. BLDG. i .r¢,+ t ? Y • d? L'7 •aM ?q {qf ^b 1!i '? . 12.7WS.F. SED' e e ' ` ,y i?. C' U d - nj&. pu!,gf "Q^ ? R r til<]t]® .RM ' i FF.0 -63 HEGHOe2V N +. r ey' +" `RL W ??-?ilrl?i+'y??..y?+?Y? ?._ 1"ft11?? •i . ? i +r i.o tr ??'rwuMr?fe !4 ZR? G' TieTr.TaT_filQ".'? ai. t ....? • • e. .`. °a c .. ,pe 'FS `8c : R? 6 $!? . 8xu w. `FS? r o-.. w r«. v 1! tx+l ?a °y? eww? "?a. I? s axrii.r p e /{ r?Ey `o 1 ?+? 4? aiw -'Fs A•..r ... ? E m _.?.L----?y ? his-a=- ?- ___ - _ TM -. o _' ?._..?_.? a.-.!. -•sr-- r`? F" ? a S r , N PLANTING SCHEDULE `` - xm a? ° w ,' ?' ?-?• r+ "-?? ?.°w?°..°.r ...?..,.r.,, w ..,.,, ..,,. ADDITIONAIA- -NDSCAPE NOTES +a ro 'a:,.,f ?'? ? Y wfr .w?.l.? • « gyF4 as'wrf wr 'Rn ••••• •.•••• •••• •?••• ? AUrrftMrs wsr ee s?AIc aoaoA eRAaE n, Q E LC H E R ROAD aa..r sw.wa f nyuLUfref C4 ALL Of DE AEII'LAIIOS&r or MAZE ... .. .r 1 w comma asAa?7mp "w L1 o ORIGINAL RECEIVED MAY 0 5 2006 PLANNING DEPARTMENT CITY OF CLEARWATER REUNED APR 2 7 2006 ` t RtlrCiVCU APR 2'7 2006 PLANNING DEPARTMENT cRnPrncscALE CITY OF CLEARWATER t ~ \?.. _Y- i`1w a /C 126fi.01/^ ??? / !`- -+ltC ??? f Woe ?S L4 ?. _/ 7 ?4 ?!r i g 4 _ _ _._____ s+w.° • __ - _'_-____,,,-?.?.?r?- _ ? _-_ p___ __ ?? _ __ a??-' ct•,--_...?,?,Z....___ :__.? _ _ _?'w, o >I 8 4 6 s ? °2 ' 4S'CONTINUATIONOF-ACCESS i y 0?RIVE TO PALMETTO AVE), Y ?! b YR ?•, ti'tr v ?y / Y4 ... r r ?? 6. --' - - ?? `R. y', 's ! • .4*ee mss.. Y? ? ? `•??, T 4;.,v •@ I? tl._ P Y? {? 4a "' ?o? el Y,, i / ?' w, .?'I J ^F a Gig A ?' N,* ?• DEMO •w F4:^'c L?'f ;• 4 '? eua•e a ?• - el[ ^"• ? ,?y??3?y ?' FREwousLr,POwTlms. F!by 4? b Ht S{?f y[fp. ?dY y. FLEET SERNCE BUIkgryB' '?•• LANDSCAPE LEGEND _ e wtln elwaen eu..._,. ?, v1r :,?' 'yd{{? y,'. .or Yrv •? I>-"... _ w no n. aa.2s q°` p_ •neas ? -4?I_ w._ gfg S:d ,b ,? v g: rr ® ?ww•r I:a !'.. <r;? .r. ?'•` , i vv :I ?2, ?? ! r -°# a °' ,? + i? ° ac • •rr?rr.•r q? ` .- t _ A6ifft•, /'ya ai v -ry +a1 j Q' 3 O +r?•w tOr• = Y Y q ?,_ 6 1_" ? ? ? y ? • a ?' `5. K • k. a s 4°rii fit. ' r •iro ?..ar ? gl' Q g r•U•Y Y? C? a > 4 y?>w ?'q r6 j'a ! 'vT.._/-?7 • Krv? Y ''L Ri.1 4,. 0. i ® a•rAr?'[4, y? - A _ `! s 'F° z pWF?.? < kf ONO:® / '?` - n L' h - ?5{f f I ; s 0. ?T 3 6 s O r•r•rr• r.`.`.°; m • u•.rr -"' `. *OENO U. Y r•••MM I 'ti ??ra Y M1 )E ?I ,W6 00 r ?? lwee YY vJ• Y? 1? (? .rrrrr• I n?=... -???:?.?- -?`,-?ti.?-?_?L ?_) °.".r. . will? »rw Y° yq ?? I?. iW fidv • ?? ??( ?r® I I?- 1T ! `- ? d ?Sr wr' ° LID 4 ? _? a SAS ?• +?i ?i / _ I FURIRE EXPANSION I '•-- Y? w i:v ? u~'. a a „ AREA 12,700 S.F. r `r Y 'v. v `Y `i u g b Y _ ?o I OO .F I Q`•'.B ?I YuARTURE PA EA10006 F0? (GRASSED FOR NOW) I ~ Y ? b ? I YC LANDSCAPE SUMMARY •E1 Attu aaoa GRASSED FO NoL IT. gwae _ e ... y nx R.aoR n, aces y '? I vn n« ??- ? ! as suwv I?. .'?, vl' _ ? ?•+ ??•• ?' °?' ? r rr.rwr rurr t DEMO .E, ..wM.r NWr I I » ?tl I r..-.- tK Std. '? -1. Y W F ..•rr.••r r, rr• ..< Y;,• v `. n.aal n saes ,?^» . ' «i I.Lj w w c4 3 .••r A w r Yr Y4 m{?:_,•?, n1 .?.?°`i°J.? ?.? ?• STRumRALLV . ••rr•yr r r.I x tAw ENHANCE Y4. .?r•er•r1rFr s ary ate. k. "Ir=, w " .rr ib = Yy Y I z 3 .••I.rFNFr1Y ewr gi j bir ?.r i Y? '? a I < a fY? •er•.wrrr 4••f _ M - •° y? t ,Y?F.fI NEWADMIN.B= Yr nr?. j+° d c V , 12,7W S.F. ' r6 •r•y??rrr?••? '?r ~_?-?S f i ? tt V (D lAl ?l!-Tr'R FFE- 3- ({iii M.r? l r, Y 'W if u a ??••r?rt???A ?•ye?•erYy??+ ?I? a 9d? ? Hrr rl •?.' 14?", ._ ?"e, .....+?ra. ? Yr -1'avr I. rK rlMr'J;ieF+lYf1•r:•.rJe7?` :'bail.. k<1- li .? ? ?nx'v"?.. H• I ; ?e:w o MM TI.L•ir?i eT- 'k. » a r. Icu a s M Y `F q( 1 - 1 Fw. r?+??y r +.?.e Y? ar... & - r • An-? \ / y ? T• ,J `li, m r Y. ?"'?,1??J!•PSL'i"" F rr l : ` a °in ?X '4 "° ? 'h 'swa;.,..:, V.J? 7D ~' ca c 8 .?'?+wT'_s rai?"er+ +? ?il •. ..:® '} ? :a V a`a' s rw 'a, `te, I rya ar .? a e„? 1111 "..-.t iY + + •'?.r?_•_•J.e?..?tLl?_I Ie?__ •! .'?'• Il_gTw.V _?? y /iv2k__' 4 ( t-. Gan +? a ww i. ??r rr iwl ?. "k. is '? Y. tr J16 s rJ vj? .- ?•? ~I ? ?- -p^-•?' -J i Y? .. ! ? N a $ r' =p s PLANTING SCHEDULE A. w ` as 0. I •,.,,....,.... .,, rrw ... ? ADDITIONA11LBVNIDSCAPE NOTES arYlr ..F«.1. r r.••4...,.1. ALL PLANS 051 BE sU rc ntraoA GRAtTE r BELCHER ROAD 3 c.•.rr .ro.w.••ee. s • r«a•rYr BEf1R Y•ree •rorwr r rw4•r•w nrlr •••1•rr? r . rr•.4 u•Y+r• (?) ALL Of I)E NEB' GAYbSCA/MYG M/5! MA I! wrl• .rrrrw w X "w r..?' 100S ONa4 TOW Aftwin LAnO?OEYELOPiLENlpc00f. IF-Mi 0 PERMIT INQUIRY CHECKLIST 1 2 3. Land Owner(s) Contact Person's Name: Calvin Saboorian Company Name: -Progress Energy Address: 2166 Palmetto St. Clearwater, FL 33765 Phone#: 727-820-5380 0 Agent (If Different from Land Owner) Contact Person's Name: Chris Wilson Company Name: The Murray Company Address: 15500 Lightwave Drive Clearwater, FL 33760 Phone#: 727-524-6000 Project Name: -Progress Energy-Clearwater Camp County: -Pinellas Please label the following items in square feet: Existing Conditions: Building, Sidewalk, etc.: 84,220 sq. ft. Vehicular Use: 419,115 sq. ft. Grass, Pervious Area: 71,566 sq. ft. **Total Lot Area: 574,901 sq. ft. S ec/Twp/R g e:_12/29S/1 5E Proposed Conditions: Building, Sidewalk, etc.: 83,461 sq. ft. Vehicular Use: 394,516 sq. ft. Grass, Pervious Area.: 96,924 sq. ft. **Total Lot Area: 574,901 sq. ft. **Existing Pond Area on-site is not included in the Total Lot Area. • Submit a brief narrative describing the proposed construction activity, project, etc. • Submit a location map. • Submit a recent aerial photograph with the project area (proposed construction area), wetland areas, and total land area (total land area of ownership) delineated. • Submit two sets of detailed construction drawings to clearly illustrate the extent and dimensions of the proposed construction activities project area, etc. • Are there any wetlands in or adjacent to the project area? If so, please contact Alberto Martinez, Environmental Scientist Manager, at (813) 985-7481, extension 2007, to discuss your project. • Other useful documentation to expedite your permit inquiry review includes the Natural Resources Conservation Service (NRCS) soil survey and the Flood Insurance Rate Map (FEMA) with the project boundary delineated on each. • Please mail to: Richard M. Alt, P.E. ORIGINAL Southwest Florida Water Management District RECEIVED 7601 Highway 301 North Tampa, FL 33637-6759 (813) 985-7481 Extension 2045 APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT OM M BEYAIM aA W-" YAW H "AIM SOYA M . N MOM B AI M aAw.ar • • If a Um? Z cull q 6 >>qUC K W E U ? (7 BQ O C 2? n U gg3? v Q A?w Z 0 W Z Z C9 fA.4-o+ ?Fm 03 da ? U G 3 s? e i 0 nw? A2 I.- z? PROPOSED PLANS ° Q W C'V 0,U CQ FOR L W Oi z PROGRESS ENERGY - CLEARWATER CAMPUS z g SECTION 12-29S-15E, CITY OF CLEARWATER, FLORIDA L1 PREPARED FOR THE MURRAY COMPANY 15500 LIGHTWAVE DRIVE CLEARWATER, FL 33760 r -N SHEET OESCRIP"ON I. COVER SHEET 2. EXISTING CONDITIONS SURVEY S. SITE PUN 4. LANDSCAPE PLAN INDEX OF DRAWINGS Ate. ROJECT LO ATION VICINITY MAP PREPARED BY f Water Resource Associates, Inc. Engineering - Planning - Envimnmental Science 4260 West Liseb-gh Avenue Tamps. Flodda 33624 Ph -813.265.3130 F-813.265.6610 _ www.wleconeWmnm.tan APRIL 2006 FLORIDA POWER CORPORATION CLEMNATER OPERATIONS CENTER SEC. 12-29-15 ORIGINAL wr _r"rvlr?r APR 2 7 200& KM141NG DEPARIMEM Cny OF G1,J; MIATER . r M W twnarl Q ?re.ma w-r r? -4 -A 17 \ + ` \ 1766.01'y `ter tt .5 4 - .... .. rw+• ?. .?. ar r0 ` I:X O ` T 4. C-L 14 6rR 1614 111 .v.?b°.aa a r m m[ e - , 1 J y M. w w = 4 46 EXISTING ZONING INFORMATION ITI iwp9E- ..n? PARKING SUMMARY rorn?ecoss s.r. o "?? -rwwaen c oss usnee v w xrA- a 141 N ' 9 rpru aepwn ev enesmc .w 1 N ? 0 Z ' e Q I ` ti I \ w ' X7l- a `?'{? ? ?•? r .? r ? ? LY. ^? 6916.95' wt. flvi!= BELCHER' ':? -CAD NOTE: THESE EXISTING CONDITIONS DO NOT ED C ??Y INCLUDE THE ONGOING CONSTRUCTION OF THE COMPILED BY PENINSULA DESIGN FLEET SERVICE SITE PERMIT #BCP2005-08575. A COPY OF THE AS-BUILTS TO DATE WILL BE INCLUDED WITH THIS SUBMITTAL. ti ?o 3 Ca 0 WU 0 o 3 u w 10 a U H Nw° ? e 0 i `g 0'S e n 3W FM 0 0 Signage 2.)Signage at Interior Drive Entrance off Palmetto r, a.. r1o? ! f •;#u ?? ?'? b a ic?ec " R•! Progr+u rgY RHf ??uu OpRro m? s C?atin? 7Sfh Fn!mr ua ?. e( ?r z? W Q O N ?u L.U p Uj p,- 0 s gU New Signage: 1.) No new signage will be added to the site during this Campus Upgrade. Existing Signage to Remain: 1.) Signage at Palmetto Street DRAINAGE ANALYSIS FOR PROGRESS ENERGY - CLEARWATER CAMPUS CITY OF CLEARWATER SEC 36 / TWP 28 / RGE 19 SUBMITTED BY THE MURRAY COMPANY PREPARED BY WATER RESOURCE ASSOCIATES, INC. 4260 WEST LINEBAUGH AVENUE TAMPA, FLORIDA 33624 APRIL 2006 ni t? ,dVl D. Farr I, Pt-- •?.r'_ •' prig P. E. No,? 4 o ORIGINAL RECEIVED APP 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Water Resource S 1 0 [ I I T T S • • TABLE OF CONTENTS 1. Introduction 2. Stormwater Control Plan LIST OF FIGURES Figure 1. Location Map Figure 2. Rainfall Intensity-Duration-Frequency Curve for Zone 6 Figure 3. Conceptual Site Plan for Redevelopment ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER 1. Introduction The proposed Progress Energy-Clearwater Campus redevelopment consists of constructing two new administration buildings. One will constructed in the same generalized footprint and other will be located directly adjacent to the existing building. The whole Progress Energy site is approximately 14.2 AC but only 4.50 AC will be disturbed from this redevelopment project. The site is located between Palmetto and Range directly west of Belcher (Figure 1). The site currently consists of 7 buildings that serve as offices and manufacturing for Progress Energy. The 4.50 AC of disturbed area is currently being routed through an existing stormwater pond. It will continue to be routed through the same stormwater pond after the redevelopment. 2. Stormwater Control Plan The stormwater runoff from the newly configured and constructed site plan will be routed to the existing stormwater pond through a newly constructed storm sewer conveyance system. This conveyance system will be sized according to runoff accumulation for each pipe segment. The existing impervious surface currently draining into the existing stormwater pond is approximately 242,900 sf. The newly designed impervious area draining to the pond will be reduced by approximately 10,000 sf based on the newly designed site plan (Figure 3). This results in a net decrease in discharge from the existing stormwater pond so the proposed redevelopment project will not be required to add any additional stormwater attenuation or water quality. ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • FIGURE I LOCATION MAP • ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER • % - .,r. ?? • - r J - to \ t +?? ' .. \1 1 C . ! e h. ", N 9. ,' f • r ;a ' F}* t'.': a* -???LTy+ `: / ?.•?? -;? .{-_, >.? J14 ,. ?, •_ E r : r . ?;?,«' ` 1 ,rte _ ? { w;..a?rll ??++l?'; .91 ?.' ??, I \ 1My? ?f f-q r ?Y iln it ?r.?i - 4F 1 ?• 1 ' Y ,c. l.. y !. 1? q ?? a1 •' r lt' { ?. y??q 1 Yl+, ! • - ry.) : 1 • ~ .? 'r.. 1 rf •' "Attu or-& A 4k l\ ?' r'r,{°t?•yh?"E 1, •,? ;, r a. - •Y J;,f"t 3t ?_ t ? ' ?. Y - 1 16 a ?`'rr• ? o. k %l .!. , rtt ?_. • fit/ 0, ,look, aJ((( 1? r ?-.?' -..` i" A! ?, . ?' 1 '.7 ..?1-t ?,d 1 \ '1 ?1? 1 L \ ,.j - v 1•+??' r;.? I SIC t i_ F•.."n'R,r? r i. ?: S 7?.rL' =?- - . -, ?r }} . ?F' ?=i ?_ , '` -?,? ti ,'?.'1`t ijj ' 1 ?, ; +Iw ? °f . ?°• aft` '? , - 1 ,?+`-. :. a.;,. !1'?`tlr-• t' ?a??.ta? ... - 1?. . ?,«'L, . _ ?! \k??.t ?•??'?+-t iGra`r ?? ?;M . ;r y - ??+"Y .s.:itfr Apr ? -` r _ (- r1• l . C- ? fi'r'-`-' ?? - ; . ? ?'' t? ,' ? r. ; ' `? ,?. .?" ?• ? .. •"' ? _r,., •? i _ _ ? i , ? ? ` , ?. fi : _? _ a -j- r ? _"? i `? .?; ? ? awa?t.,? ; ,k i, ? t` ? _ A ' - ,. ?•.?: ,? • ` ew C fi- _?_c ?'•?-t??- -? :r.. -' ? ? } ,:}1 [,? / , r . ?`'_ ?, ; ice L ;?7 r •!R" .•v ` ? t ,,?,. 1 -?. 1 rR' :?- `r 1A' r- ! r . ; . - , .. Water Resource Associates Inc PROJECT: Progress Energy Site - Clearwater, Florida I ORIGINAL DATE. 5-26-05 - N I , . Engineering - Planning - Environmental Science 4260 West Linebau h Ave - Fi ure 1 - -- -- ' I " REVISION DATE: none ?t=C?IVED E W g . g JOB NUMBER 0334 T Tampa, FL 33624 Phone: 813-265-3130 Fax: 813-265-6610 Location Map : LOJI; FILE NAME: site map.mxd 1 S www.wraconsultants.com GIs OPERATOR: ABH 1 Inch = 800 Feet PLANNING DEPARTMENT t _ny OF GLEQVJATER F- L-1 FIGURE 2 • RAINFALL INTENSITY-DURATION-FREQUENCY CURVE FOR ZONE 6 ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CLEARWATER AD .o 3 6 5 v O i? m 6 - 0 D m n MINUTE5 FIGURE 5-7 DURATION Rainfall Intensity-Duration-Frequency Curves for Zone 6 ,4 .3 2 • FIGURE 3 0 CONCEPTUAL SITE PLAN FOR REDEVELOPMENT ORIGINAL RECEIVED APR 2 7 2006 PLANNING DEPARTMENT CITY OF CG.FAPWATF°? l I z Z 7 0v m v M M r;i Z :...». v ro new v. 1266.07 n c a n ?r +«... .d f G,+.ro1 1 _-_ _,?__-_ 'nr-??p-?{?w-._ A__ u?:-_.- ? ._.-._._,,,,-_.-__-._-._. ?_-_.-_ _, S: .-- _?.y _-yam --in- •- -_.,.?.-_-._.-_-, _.- - N'OPACCESS su+, < •6 ?? ?'4 .> ,w p , ? I .y '«'+1 ."_ ?J •,.. TTO AVE '°D?a (r?,.r y '4,y pn ^9 s !4KT,?i/rc?!! 1 yy un DEMO 1 d?' EV"..0'NC: A ONE 5?LM" r f31,t[ _ PREVIOUSIY?PERMITTED+ o?ti. j > 3 25 1 CONC 0•" 5*clxr METµ FLEET SERVICE BUILDING' -+t i METAL Mf!D'NG f 17'• TYN. `-" a Rr 6 L. 7 YYT L I u ? .f FIN. FLOM EL. S6. n a77 . ` - q,t2`• t Rr f i 4i m a y..jLe L.__. ° I r. I O ?-r.» vm ?.=`-w-__ 9no?• ?sr tJve ? I 1..? nr. ? ,n,. `H75'1? ? ? w. ¢ .sx? ?e`: 4?'?r 't>? I a s -uar. ew, "^^< I...+I. _? s.+ ? i + d ai ` ' L ! I b [ u a c,1` 7 4. A>•r, .. \? I F'DEKAF7? :. L + ,2'F+i ^w? ':d -s, sr... ,b •?•-" T^E T CU °Y-9-'IT! a3??:.•?a taa Ai EA6nNG .s. ; i4^ 'ti. ! 'b 11g 1( ,ia4 } ? ANR?r ? feN .r•`.. )r..r' TWO STORY I 1/ r ii ??. 1 t.x ewd CONCRETE BUILOWC J _ ,a' I •n I. I I FUTURE EXPANSION FUTURE EXPANSIONF xfi I ' a °ia AREA 12,700 ^b, .R BV:lgNO 8 AC .war 1 (GRASSED FOR NOW) •1 01'? STORY S.F 4e E A '12f000 S?? µM v grz.t>+i.. • I? ' I ,? „? \ 8 METAL p C ¢ RASSED FOR NOW) ?- I > ) ON iD TO f1N. Ft.nwr El. Be :.AR I I CNE STORY '. r4 a ,wrS]rr - A k . 1 w QGN?E fLQNG t •? «.omu[r n O , , =-; ' I M f, E Jr r / FIN 1 DEMOE. FLOOR EL W.48 p (: BU",QING F J O•, I 'F..I I I u..-.«.JI I 4 ONE SIX ;j? 2nr _ d G i Aeera CONCrcETE £U'LgNC Cmc 6 d r 1! I? dy !!! FIN FLOOR EL --at ? / ?,.c >av tt STRUCTURALLY ,v C7? + b n.r 9,. ` 'y e ' .? I}+y 1 ENHANCE A 4 O r- ( t; t io .N , ?? all tia Q) tr' a tom. lY?? ?•b- •" III) NEW ADMIN. BLDG. fi« II r i 1 f ,? ; ^5 /T[r/ •? i j.' rro n?Fi e, _-.1 i 12.700 S.F. r...ov (1- I G'II t I 9 ?. { ;A ., ? e «.. n r ,. r /1 4'I? ( &tt114rrr? I' ? ? ?4 'IT, Ile t f JI ?j? i ?? 1?'4 4 ? i ??.c aK• "'TR, ^c I r ' ?i-?cl ? ??I d «. of 'r JIM -¢ Gw/n a. / / w ( EW GA _ ? D FSartI w/? Bw.r s °?' 0 0 50 100 _ - lea a;a s ?,]I, '? rl=, „, z fMr«q 1 ?' t Ft ? - W fR [ ) ~ ?? /J 1 1 inch = 100 feet ,- +s? --._. ti p' I: ?C„? a,•w? ,,>,. (^y,? I ..J,,.:7 s""r „a_? • e r Va. y .a f. l ® t .. v; v 916.9 5 't'titi xm.u „' F d r w ??" °r fw ar r€ Water Resource Associates, Inc. PROJECT: Murray Company-Progress Energy Clearwater Campus WRA PROJECT #: 0405 DESIGNED BY: CRC ' Engineering - Planning - Environmental Science FIGURE 3 ORIGINAL DATE: 03/17/06 DRAWN BY: VG 4260 W Linebaugh Ave. REVISED DATE: 04/25106 APPROVED BY: CRC Tampa, 0rida 33624 Phone: 813.26565.31.31330 Fax: 81 813 3.265.6610 FILE: sIrEPLAN.dwg SHEET Conceptual Site Plan WWW.wraconsultants.com SCALE: 1 In = 100 ft 1 of I 0 9 GRAPHIC SCALE 40 0 20 °o 80 160 IN FEET ) I in=40 ft I- r/ uer 1 7 M ._?.?? _ ? ? can 1 ?_?? ??+ __.:?? -. ? _.... 4 43' OONTINUATIOWOF=AGGESS `\\?,? DERIVE TO PALMETTO AVt!& ?? frpt y pna a.d '?y ?, tae 50.0' ` '6, li a w $ fkro imn+ I I Gna v rr, S 111 ''J 0 Ca"frcf ob=r I, Bx 6 7.4' °l9• ?° I » BUILDING A s 1ij ?I'U ?? b FN7E STORY METAL bj • METAL BUILDING 'r, prd FIN. FLOOR EL. 6dlT k.L @ we ? i???1pt`y=, f? C> 1X1 I- . r I I ? ?, "g N w I q, (PJ ? K Poa I 4 I rm+a ?e6 I\' u . . I\ ?"£rals I a? I I ? y 4 R4 ? I, . E)OSTING q ll ?' 4w v,w' VV TWO STORY CONCRETE BUIL094G ? I L?„ __ =-_ J Gblkp Sm r°Ma7_ m+4°i a r ed7D PROPERTY BOUNDARY 6' Orb t# F_ r/ pgpy y mm TIE INTO FENCE `? `4^ m F, ' b" R G %82 6aere ?' AT THIS CATIO o 126601 b"R5 wm e 4 ¢ N w w rry+ n" 0 S 6269 r /?M,w w y r J G q q+ J .w 4v 4! s?•' FIR 3/8' LO Z " ° e ^L o ` u qtr O ? 3 e• Ma b •y u,dred AREA PREVIOUSLY APPROVE 'b ~{y N *% IiI ^" (r491 _ - WITH PERMIT BCP2005-W" 4 li \?}/ t no a .- ^4 • one tawb I P?PERTY .•ti _? T I 4 w?,? .'.BOUNDARY N '6 I ti' i •` I 'b t+• •f Z I J° I DEMO sn4e F-; ?> ., pm nr! ** PROPOSED 1 ? tq 0. 56.67 'I FENCE AT 10' Tn e I I".L:i? ;..:;: :.._. I a baw4rk LANDSCAPE try _ ' » .,?, k:`" t :?::.';{ ,F t?, ff? °.>, BUFFER IX 1 a Ot,'E IL r_ ;::i? PREVI SERVICEBUILD. D I I g o '? I ( \ I„ 4 x 795 !Lr6 CGVC BLOCK ? ? FLEET SERVICE BUILDING `?'?? z4 ? IPP/ arc.?;L. ? 1 ? BUIL?xr; I'.'? :.1. ?: pi Nvt°? P 5 i ? ? ? ?sR ? C?rov.. I?fJ??' ? m??< R ° ? 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W Corte ntrt---.-w.W c e t o 5374 1, 3xabrr ,0 ,j # ' • '$ 0 too a 56.05 "' 'W iw A F 5}% y .,1 v e r. 0 r. 517] a n" EL 5 5325 PROPERTY ^' 1 t 00' ??'i '14 j • r16pe3a?iL- I t GRASSED AREA BOUNDARY f(p, "' 'i+a e• BtRLD(xCB ec oan i S(JJ 5,y-g?ur YT '?t!qr k b u, 3 „r orate amr 5'LANDSCAPf-' -'^kc;+ 4+ • r ONE STORY W? ^.y V'H •'E' ''6 $ y y?y ?°? y, z BUFFER E Y g METAL BUILDING 9 ,p rWRAr S A EA ° BUILDING E I purr ewt A +.6 'F Wa dr ,?+ 10 PROPERTY I FIN. FLOOR EL. 66.68 Lro1r wo }??y?F? ???? R I i? a %72 Q E "1° p" m A n 5262 •? E SETBACK f r DEMO 'O'w Eat W, Was '?, ,'_ CG ua,IXn?iDiNO ?, aF32Q SITE DATA TABLE EXISTING REQUIRED PROPOSED OFFICE 6L850SF NIA 38,531 SF MANUFACTURING 31,245 SF NIA 31,245 SF BUILDINGS 7 NIA 6 PARKING 345 163 254 HANDICAP PARK 4 7 10 VEHICLE USE 419,115 SF NIA J94,Slb SF FA3L 0.14 NIA D.I1 NOTES• 1) TOTAL LAUD AREA=14.1 AC OR 613.2 4S.F. 2) UFEICE SPACE REQUIREMENT • 3 SPACELIM USF 3) WlM1'UFAC?URMG SPACE REQUIREMENT-1.5 SPACELIOpOGS £40x10 Aad TIE INTO FENCE AT THIS LOCATION xx a E. 5497 '? FIN. FLOOR EL. 65.48 b" BUILDING F o W U R.; '6 I truxr. ONE STORY aG 4 L 'IS '?3 ,,1 ; ?1( .kcni CONCRETE BUILDING "'?y " 2 Z 1 1jA' @ °r 4 ? 'y 'Nr FIN. FLOOR EL. 56.86 NRd@ R • .,? W w w CG i q (? ?ac? xcvae ?a ?y, • f ?' STRUCTURALLY .,p 4 ` 4 'S' "p ?j F-I w P rrar7ama; ?y ° i ^" dorre@M n A78{ { ENHANCE 'a p ° a: d 9<d ?4 0 M '4ra 0ivet °r AW D n / to rr(. 3 slalx If '? [Z' I`• ' U ! - i rw 0 57 m EW ADMI BL G. a,l, rErcrprrro- iroi4r > ^ ,y L a 0 d,4 6° c5-ft k r l • _ ,a7 12,700 F. .4 l ; 0 < O FFE=6 i+ _ . J't f.0 1 e' 04 W " + + , ?+ t - rrr - p ° ry 0. w7 rmbe? ti r 1ep !I W1r. Rxadfgpl 0 e y tt ??.ff tro ?, dtep i N 8 r° ?Y a. 8 U `4' n R % %e2? ` t I. _ , Gau9tArr ''E'y m N ~ x ?? ,4 !? ' R . ANo~ la na R e %s7 pI /I N( HEIGHT iam L .y 1 Tai '?I 4 1e9d , TM?04N t a rt E?}, 1 M4pr y iup al454.35 I 'a4 o° + 4oR9 aIOW y, t;. ' I `'MCm e ? ?.. m. batt ow ?•' ow. LxH 4 I -b• • •+ y j, Groh AW ?? rt0 it 5423 V i 4 .` r ! I a 3f.q 7A4' D a,r R sc 5467 ?y u t I ' . 1 EW GA br £l R 31 + bs 0 S 57.72 F-1 @ - (1 -? lel ne a E 37.+5 y + 'S ••y, i 3 d ?' 0 Frk . I' ?? ?'' . F +ttb0 Sm. c PtlR Mfr $* a vto G, ?? Pi wloMtnE64w ?r ) J a .: w JPPP 6 H ?p Oru4r .l b 0 z i ,6 .. a E69?e6i w4 PW ''F0 ? £we 4V 3e 4.w "? v a e 1• _ ?_.... ?, Uq 61.P9 b" E• • 5577 n (iral y RELOCATE METAL SHED b?P abe94rptx Q c 5 "T7r &I4Ny ? 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I in. • 40 R lre6.# w a' Gm° t: rew° w/ £a ry to A A 6679 PROPERTY BOUNDARY `y 9• a+.a L.w f- N 7Naa q .ba TIE INTO FENCE " F C\or0'° "d' 7; 3yO?wfrc 1266,01' dr d s 8a7Mp tM"" Ar S LOCATION o r .. ?b =S 'w»r n+]JB N U oo E P h w "?• 1 1 ?f1 ! ?I % --'- 4 d I 43' OONTINUATIOWOF AGEESS Ra ~ati vie "4U 4J j W4i c $? ' ° 3 trti DRIVE TO 7ALMET s TO Avt-, D . oa er°I° yPOn AREA PREVIOUSLY APPROVED` •i ire '''L 3 earo ?lr 7p.J1 RH PERMIT BCP2005-09675/ It% ; a 50.0` , (704 C.- Pee a• ; I ?+y W aaP O wt, PROPERTY w/ BOUNDARY '6 Gar Beer w 'q n ,R I ' 1,`-I I '@.A ! ?°•., b °3 w N LLandscapmwdpe Buffer ` T9' 461' I DEMO 4 boAPAN kPROPOSED caH. roe '' tswwe F (Non-Residential) , I . o I e - . I rep a JBa7 FENCE AT 10 an ae maswwt j ®, I I w.r Il. 56t'? I a LANDSCAPE ww BUFFER a 5' Wide 9? it I 6 BUILDING A ? I ONE PREVIOUSLY PERMITTED W 6 "" Q 1 Tr / 3S w i6i woad cow m d ?'r FLEET SERVICE BUILDING ...?.i I It 100%ee Shrubs '. ° ONE STORY METAL c ?` F 'SI. I BDlL.i4 Fi; 'ae'? 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'? auaawwr •^" ENHANCE `4 9 ? a ? 3 .rpwrtl twgtawaa amt I I?`aw °4 roe arer NEW ADMIN. BLDG. OIF •?;'at 4 1? r4r '(' i;,? 12,700 S.F YBr Ekc veer a "6. '2. C] h ... - •ArommOll06MIT(a g7aFa V' L? F, . FFE=63.50' ., w 0 l - wpsMpeMO 0 _.?: L F `:. f i n ° ` s?('? a'ri' FL a .AwMaa amRFV - Oi "4 3 .(?}5j .at. f: ..-6a9ay (TSa1 q + v "y' U ' •d?-? ?. p ? Q rx E a 8 3 F 'R a ti 'A • SW AM 6000 N JAN a G •~? __...r t1xMi J/ a , fi ? ? .. N t t ? Ae fe'm'tbnr It w '`tr,3 m .71060 AIK'L foomm Axvor eu -' q' eau araaw? a° I ar.. PROPOSED : "4•' armour ran R ? ° a4 0 a roe W c ,? bx t7 Sel} r r' Qt SOwfr mGH I £ ?' ?'qa y v'v .=/tss y pArworFO i r1. HEIGHT 20' ? s .... fi?R 'k. 'o Ito, Z. Se let V r.. mnr p a _-A 25 >t1w'Oew{oOR A>0 w? 6µi6 ti a # •I f N A noxwio a. a«nnin N`It''' bma moat R, i I' • t w _ q i I I. a , Aft , ran a 573$ eE ^by P: s sTi u 41- a w 31-3.1 a7AC&AW BMa10a A10.N A9 Ma0m 0wwa ano it M1• I t LW GA CC- a£5a.i5 •? 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Qs1n ',k ? y C? G , 4 e q.,, BUILDING 8 ONE STORY aC rkbs 9 iH + \ '(31 \? 1vta - •,• -$ • a' W Q ° t METAL BUILDING FIN, FLOOR EL. 65.66 Q +'+ RA ARAB' ih I BUILDING E ONE STORY Grote w.t $ TaP k s6r7 "'?? Area ?q U W Z, U W ?+ w ilii •46 ?? "6 r0P Q W Zss b` Ct M sa b. dt £. 5197 CONCRETE BUILDING N FIN. FLOOR EL 63.46 n: k srr. Szw M a 5xtr r • WLDNG f to ? "& ff r 4y O a 0. M W W VI F ?V7i y {,,J i I - •. - '- ..1 OM$ ONE STORY STORY L Cmr AL 0 w '4U i0p.4• '6 ter;; ? • . Aceu xn n CONCRETE BUILDING F R E 86 58 . e°PO e 'm U + 1 q? a `Mt PmJ R'K ama ''9a ?^b 41 a i P r ? I y FIN. L. . LOO P 4 ' O ? 'S IF rro,stem»;_•.•-+O P.a 4 Tfn`". ?t N. ^y, tr.nnw. ancet6a6 + w? ''d k r 6+6+ v Stole `5 u ,t, P [L' W M a E, 4 # W 0.0k 4r.tM 1 $ ,[ U d A 5 87 A"+P CNenat d R, 511 t Bw = 7 ?aa 8 ra". a g d+ y I 2'-_700 . 6 1 J 5 ' h5a a i t o Mu ? ?E,, ?S ? ? P r a r7 . rniN r _?,,,,?.•-w?--^??pr?pe y •,? ? Kt ? ?? Ta. a 6i.67 ? ? , dw+o i ta7 ? ? A „ U - "Ps '• '? 1 ,ie N 4MY.%`d P_ROPO ED •? 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I D?iovi 0.5177 Tat a 36.56 N,: I k S 5156 I D. .t a S&2 xn e,xeniAAr °"N°°°"°" 1 BELCHER ROAD ? tYSar?r??? % N',,ATER, is* Low; RANGE PLANNING DEVELOPMENT Ri:vu:w August 17, 2006 Mr. Christopher Wilson The Murray Company 15500 Lightwave Drive, Suite 100 Clearwater, FL 33760 C ITY OF C LEARWATE R PLANNING DEPARTMENT Posy Ori:ici, Box 4748, G.-mwA-Liat, EI.omDA 33758-4748 MUNICIPAL. Si:fmci=.s BuILDING, 100 Souris Myvi'i.l: AvP:Nuli, CLFARWATER, FLORIDA 33756 I'i{ll:PI i0NE (727) 562-4567 PAX (727) 562-4865 Re: FLD2006-04026 - 2166 Palmetto Street (Progress Energy) Dear Mr. Wilson: This letter constitutes a Development Order pursuant to Section 4-206.D.6. of the Community Development Code. On August 15, 2006, the Community Development Board (CDB) reviewed your Flexible Development Approval to redevelop an existing Progress Energy facility (office/storage/vehicle service), in the Industrial Research & Technology District, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-1304.C. and a Comprehensive Landscape Program, under the provisions of Section 3-1202.G of the Community Development Code; with: A side (west) setback reduction from ten to zero feet to existing pavement along the palmetto street entrance; A side (east) setback reduction from ten to zero feet to existing pavement along the palmetto street entrance; A front (north) setback reduction from 20 to 10 feet to pavement; Allowance for a chain link fence six feet in height with barbed wire facing out to be permitted in front of the principle structure, A reduction to the west (side) perimeter landscape buffer from 5 feet to zero feet; A reduction to the east (side) perimeter landscape buffer of the Palmetto access road from 5 feet to zero feet; and A reduction to the south (side) perimeter landscape buffer from 5 feet to zero feet. The CDB APPROVED the application based upon the following Findings of Fact and Conclusions of Law and subject to the attached Conditions of Approval: Findings of Fact: 1. The subject 14.106 acres is zoned Industrial, Research and Technology District (IRT); 2. The proposed redevelopment exceeds the 25 percent improvement requirement ($461,613) of the Code at $5,000,000; 3. The proposed reductions to landscape buffering and the flexibility requested will upgrade and enhance the community character and visual appearance of the immediate vicinity along this portion of North Belcher Road; 4. The proposal will upgrade and enhance the community character and visual appearance of the immediate vicinity; 5. The proposed development is consistent and compatible in scale, bulk, coverage and character with other commercial properties in the vicinity; and 6. There is an active code enforcement case for the parcel. I NNNK I111MAIM, ?u(i Ih R; , C(,(? 11AI):MMT, I IM -I I IAMILIOX, (:O( NCII.NIE BER BI1,I JONSUV, (;r,r:X(:n_w NMER, C:?ru:? ;\. I'rrrr, itx, Cu( ?cai.>u:>u4er, August 17, 2006 FLD2006-04026 Page 2 Conclusions of Law: 1. Staff concludes that the proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-803.C; 2. Staff further concludes that the proposal is in compliance with the General Applicability criteria per Section 3-913 and the other standards of the Code; and 3. Based on the above findings staff recommends approval of this application. Conditions of Approval: 1. Prior to the issuance of any building permits, all Fire Department conditions must be addressed; 2. All Traffic Engineering conditions must be addressed prior to the issuance of any building permits, 3. Prior to the issuance of a Certificate of Occupancy, any required Transportation Impact Fees are paid; 4. The final design and color of the building be consistent with the building elevations submitted to, or as modified by, the Community Development Board; 5. The final layout of the site be consistent with the site plans submitted to, or as modified by, the Community Development Board; 6. Prior to the issuance of any building permits, provide a Tree Preservation Plan prepared by a certified arborist, consulting arborist, landscape architect or other specialist in the field of arboriculture. This plan must show how the proposed building, parking, storm water and utilities impact the critical root zones (drip lines) of trees to be preserved and how you propose to address these impacts i.e.; crown elevating, root pruning and/or root aeration systems. Other data required on this plan must show the trees canopy line, actual tree barricade limits (2/3 of the drip line and/or in the root prune lines if required), and the tree barricade detail and any other pertinent information relating to tree preservation; 7. Relocate the Fire Department Connection (FDC) from under the canopies of the 5 and 10 inch pine trees located east of the Fleet Services building prior to the issuance of any building permits; 8. The City of Clearwater, at the applicant's expense, will remove/relocate any/all water meters that have to be relocated as part of this development, including reclaim water meters. (No meters shall be located within any impervious areas.); 9. Prior to issuance of a certificate of occupancy: If the applicant prefers not to install the required sidewalk, the applicant will be required to make a payment in lieu for sidewalk: 906 ft. (sidewalk length) x 5 ft. (wide) = 4,530 sq. (Belcher Road) and 601 ft. (sidewalk length) x 4 ft. (wide) = 2,404 sq. ft. (Range Road) for a total of 6,934 sq. ft. x $6.87 (based on annual sidewalk contract) = $47,636.58, pursuant to Community Development Code Section 3-1701; 10. Pursuant to Section 3-1204.1) all landscaping must be protected from vehicular and pedestrian traffic by the installation of curbing and wheel stops, or other protective devices along the perimeter of any landscaping which adjoins vehicular use areas and sidewalks. These protective devices shall have a minimum height of six inches above grade; 11. Prior to the issuance of any building permits, revise the landscape plan to show 100 percent coverage in the require 15 and 10 foot landscape buffers along Belcher and Range Roads. Also revise the landscape planting schedule as needed; 12. Landscaping is required along the perimeter of any/all chain link fence even when internal to the site; 13. The final design of the landscaping be installed and maintained consistent with the landscape plan submitted to, or as modified by, the Community Development Board; 14. Prior to issuance of a building permit, provide a copy of the approved SWFWMD permit or letter of exemption; 15. Prior to issuance of a building permit, provide a stage storage chart to show that the proposed retention pond can hold the increased volume shown in the drainage calculations; S:IPlanningDepartmentlCD BIFLEX (FLD)Ilnactive or Finished Applications lPahnetto 2166 Progress Energy (IRT) - ApprovedIFLD2006- 04026 Development Order. doc August 17, 2006 FLD2006-04026 Page 3 16. Prior to issuance of a building permit, revise site plans to show location of solid waste services on site plan (3 - 8 yard dumpster with enclosures); 17. Relocation of the communication tower will require separate approval; 18. The removal or relocation of the metal shed located at the corner of Range Road and Belcher Road, prior to the issuance of a Certificate of Occupancy; 19. All proposed chain link fence be black or green vinyl coated; 20. All proposed barb wire be faced inward unless installed so as to not overhang a property line; 21. All building permits be applied for within one year of the Community Development Board approval (by August 15, 2007); and 22. The final Certificate of Occupancy be obtained within two years of issuance of the first building permit. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by August 15, 2007). All required Certificates of Occupancy shall be obtained within two years of the date of issuance of the initial building permit. Please be advised that time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The CDB may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. 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. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4- 502.B. by the applicant or by any person granted party status 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. Should you have any questions, please do not hesitate to contact John Schodtler, Planner II at (727) 562-4547 or via e-mail at john.schodtler@Myclearwater.com. Very truly yours, Michael Delk, AICP Planning Director S: (Planning Departmen6C D MFLEX (FLD)Unactive or Finished Applications lPalmetto 2166 Progress Energy (IR7) - Approve&FLD2006- 04026 Development Order.doc ?I cr) 0 cu U, 0 Jteven YY/c.J?ni?rht r - IT GI GI rU i I r-I I I } 1 2 1 FL-0817A 6/30/2007 1 ?. r ~v~s~oNS p 1 2 3 20'-0" 4 Y T.O. PARAPET 5 nes orvmi Mo n~ owaxra ~ ne ra~mrr ~ aN oraai mroua, xo war a nm rax wr r£ areaooi~n wmiaur pma wmra raw cw orsax caour. w u BOT. STRUCT. ~ ~ J ® ~ u 1U'-0" ti z j ~ a L CEILING HT. o ~ ~ Z 0 cx ~ U ~p ~i ZWLL 3~ , a U w F.F. Y runes Y/AJ Q o MAIN ENTRANCE V V~ N Z Z UM o~ W W I-'' ~ ~ N~~ J >~'o FR NT / ATE V L ATI N L~ Qo°o SCALE: i/8" = I'-0" = WN~ ~ao~ ~~~o = ti F- 2 ~WF ~ O (7 20'-0" ~ Q r a ~ T.O. PARAPET Z BOT. STRUCT. 10'-0" ~ F• CEILING HT. ~ n~. Z Z~ WIZ r v ~~0 0'-0° ~ Q J W ~ ~ F.F. Wm H oC a LE ATI N a J SCALE: 1/8" ~ 1'-0" W V J F' V _ _ _W ~ Q a V 20'-0" T.O. PARAPET BOT. STRUCT. Z 10'-0" a. CEILING HL Q . W _ J ~ . 0'-0" F.F. ® .,t. , , ~ W F- Z W 0 J _F H >Z wt• - WE EL VATI N SCALE: I/8" = I'-0" a °a paC~ za'-o° U a T.O. PARAPET ~ m BOT. STRUCT. 10'-0° I CERTIFY TO THE BEST OF MYKNOWLEDGE THAT THE CEILING HT. DRAWINGS ~ SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES s~~ ~ - 4~ ~r~ u, h ; ,F rs JOB NO ~ 0518 0' o° F.F. DRAWN BY PAG Maur- t!A 1 r 24 APR 06 NORTH ELEVATION SHEET NUMBER SCALE: 1/8" = V-0" A2 ~I 0 W p.; w J ro - ~ - - ~ I _ 0 N W t` " ~ ~ ~ ~ cR ~ ~ h north, W A b II ~ a _ .GRAPHIC SCALE. 0 50 75 100 150 ~ ~ ~ W (IN FEET ) Q - inch = 50 ft. .oo Exist/ng 5cn. Manhole Inv. El. 68.46 Top El. b6.32 6' Chain Link Fence W/ -Main Entry !nv EL N. 60.79 on Underground ATT Phone S! ns Inv. EL E. 60.82 6' Chain Llnk Fence W/ Retaining Woll y Barbed Wre 9 Sign: r ,ti Gas Marker Riser; Electric +m ~ 2 6 6 , ~ ~ Jnv. EL S. 60.79 @arbed ire F-~ °3c s, s,~, s 0 e4 ''o uynr lynt 'Control Electric m •a' lrsht Inv EL 5.63.09 q ~ Pole Pde BOX Llgh ? a'~ Pala Llght ght t19ht 7dephone Stop Slgn s Baxes Pole ~ Pore Pde Pale pde ~e hone Pd t ~c a'~~ • + s~~~ rni~. ~ Paet + + * Pogfe FIR 3~8'~ ~ 4r rfr +ts~ o ~ 3 ° OHE s s OHE OH e~ s OH s s s OHE A ~ OHE s E m c ~ Spot Light >r '~a `~y` .C2] s9 2~ sip sA 6> Conr. Curb s~ os cos °~~W7 w •sa a Asphalt Pavement 2 b + ~ ~ +s +s Bollard +s„ +s +s +s +y, o +s a C 0 0 o s s s d+ m s >r c ° s~ ~ ~ ~s ,va (TYP•I vs Conc. Pad ,o •so p ~Ds ~ss ° ap ~ o . b 6513 EOP ~ 64.6 EOP ~s 63. 5 EO 6~ ~ ds Concrete Pod F ss C C: " d.. ATT Phone ti • Riser +s Conc. +a, Covered 'gym Sign +sa • •`rs ~s. 'ss •ai a y s s s ~ a Sl Sign Sign ~ t •so . . •hry .F~ Ramp oil rd 'si Area (Typ,) s bt ail Underground ° 'rte 5O. ~ o u n +s lglrt 'OS ss P i s m Gos Marker °e~ +,,o s s o ' +so ec is a 2 .mss 7 T Pore ssw• •ap iss •s s .Conc. Pad W/ E! 12.1 + 's +s a0,~'v n s°+ 9 + ectrfc sera .os Conc. Curb ® Box W ~ 'ss Gate Access I +s~ +s 'ss a +sA o ~ j o , s~a^ +ss q~ six Qs~ 0 tV M d' vi l0 W' ~ •~s Control Panel Box s 7.9' 68.9' ~ •s s a y v~ s 'st .40.1' Me of o F a w ~ Canc. Pad Sh d o 0 c 3 TRAILER ~ 3 Exis M S +s $ s, m H flog E s io Planter 's +s9 Grote Inlet 'hsm AI s Top El; 59.67 ~I ~i Inv. El. 68.34 ~ 10.6' ±ms W ~ w r n y nt s Inv, naccessible 9ht s + A ~ ~ +~d' 6' 6 4 P e p e ~ ~ ' + ~ 'O~ ONE STORY 8 s s4ss .DP ~ 63.4s EoP w ~ +s, ss ss } Q O .mss +s •a° ° + BUILDING A ~ 0 ~ ~ ss s~ s~ b 10.1 ~ Wood CONC. BLOCK a , O O Z_' ~ Pole N c, ONE STORY METAL eck ~ 1 +d,,. N +a, o BUILDING ~ -s 3 c ~ + 17 METAL BUILDING s m ? s C 8 N~OF- 2~ * ~ °I onc. C • o FIN• FLOOR n s s +r 64.77 EDP 1 v n s ~ FIN. FLOOR EL. 68.27 R Conc. w ~ ~ Q +s t; ~ s~ +ss \ s~ Water ~ ~ L_L_ +6. ~ ° Metal oop EL. 66.64 s," ~ C ' a M c 'Q~ ~ on Conc. enerator s n Gr e Inlet n,~~ ~ Z Q m o s m 'o Valve a, ntylW" ~ w v°'i '~"'a `9a e m a ~ es . Q slfi,. pa y°'~~ O VO N o~~ Electric a c op .6218 P ht +sa g Q a v ~ +s m r~ ~ Conc ice+c, n ns. 1.9 ~ s !nv EL SW. 57.0 SET RR SPIKE IN WOOD ox ~ Pad d 1s.8' fji~f ~ 1 NE 56.3 , ~°I e 2~ ss c :r d ~ 4:+r EtIP . Inv. LSE 60.2 c m POWER POLE ON SOUTH SIDE OF u nt Pore +6s +s c° o ti sAS3 svc o ,r ~ PALMETTO ST. ON NORTM SIDE C~ g s s " " ~ ; Grate !nl< yl' ~ ~ H Grate Inlet ss +s 'o o ~ ~ ~ 0 b Pad unde~groune Dec. , ss ~ To L7, 6 OF POLE EL. 70.65 - TBM Conc. 29.5' Ga 0 P Top L7: 62A2 t fis9 ~ a Inv. El. SW. 55.82 I ~ re H dram 95.0' oo ~ P d Y s Mefal ~ ~ s Inv. El. S M GO B lards~'-hr ~ +e. e P s~ Shed ~ 1" Cp 6 3EOP Inv. El. N Inv. El. NE. 55.6 s6 TRAILER D o 1 ° ~ m ..2 ~ wl ~J o C~1. 'O~ (T s uyht --~E Gr a inlet uyn 24" s .57 P ugnt ~ ught + Cona Pole o 1~ F-~i ~'as. a y P Holders (Typ.) + Q rT1 rO~ A +ss +s~ C ad s r~ Pa + p' 63.66 P Q ~ RCp ~ •s 'a a 's nu, • Nf. 57.96 r0 ~ A ° s s [ it s~ Tr ro y ~ 2 Conc. 1O ore o ens, •hs~~ s T PVC +s9 s~ h'~i V T PVC Fence ~a' +s 8 % a' Grate Inlet Ramp Gr fe 1 let Cs Pad , s on Wa& 7o EJ. 66.36 ~ 7a EL 64.25 ~ u t ~ i v, p ~ A qh 3.6(, EDP ~ Inv. fl. N, 63,84. ~ Inv. EI. 1. 2 Pore ~ ~ +s~ ds s~ y ~b s Inv. E1: .93 2fl.T `t w A ~ P '9~ +sm Covered +S. m' A o ® ,l ~ Inv. E!. S 6 4 ° a - ~r-s _ = 12" RCP •rc• + j p sJe5•~:DP .a e ~ a~, ~ ~'~s +s°~ ,~9 Stairs ~A Area Stairs Pat a rr~~ ms •o,r •s~ - - sz 36.2 z ;os soc 41.9' s ,9 . p Sign 6 ~ + s R ~ w F Post ' s N overed ° s'•s ' o ht t P e W •`w` s•A ~ a ° ~ E BOX CUT IN • o ea T . overed •aD •hs +s8 m. +ss v ~ 7 t unt m ~ 7 10 / N o~ z z E W~iLK AT ~P• ~ I Bollards re ~ P e D Box N a U)1` p ~ CTm•J. s s s p - u e° s sA.. II ~t. w o ~ u. ~ S. CC;2NER : BLDG.: E ' ' " B 'sF lrynr s h 9n s~ A •m z ° m D CONC. WAL . +sy ..76.3' ~AC Pads e~ +s~~ ~ ~ . 'mss p \ i Pole ugh s. gr O ~ II A O Y .a ~ ~ ? \~O. ~ EXISTING PWe ~ +0s ° ° 3 0 63.0$ - TB 18 u •s (V W aa' °sa ~ Q ° artc. Pods s o 'Fr ~ m TWO STORY Pvds 0 12 ~ ~ \.o CONCRETE BUILDING ~ 0 3s. ' m ° 3 t :aP u 26.3' . ~ ~ +e~ +s~ +d vc Flow ~ C o o 's ~ Prevenfer •s ~ 120.4'. s s Fir , H rant e m ~ ~ ~ vQ" ~ Grate lnlet~-------sue 1S° RCA Grate Inlet rTl \ u 'sa Top EL 56.05 Top EI. 5574 ~ is ~ nr ~o + ~ sA Ass mbly `'S .o ~°s+s~ ~ ~~.~U + a s~ 1O 1`e ph° Gu .W ~~s o Inv. E7. N. 5322 +s ~s Inv. El. E. 5299 s +6s mc, 0 e ' ~ + ~ " Ise eta ,a;~ s s r R ~ ING B F! AC Pods 'mss l ~ -~7E o ~ ~s ~s ~ Inv. EI. S 5325 H ~ ~ ~ rfl ~ ~ 9 ~tt' ( u t ,.{6'g0 Woter ' ' o •s >l0 E STORY ~ unt +as are a, +sss .s ; o c 'us +s~ II Gmte Inlet N ° +Oo " ~ c ° Covered a Top 11. 55.92 v s au ~ METAL BUILDING ~ ~ ss D BUILDING E rate Inlet Z ~ Grote Inlet I E2 ~ U Area II Inv. Inaccessible ~h~ rate Inlet fsp ttgnt .'aA a V ~ +s IN. FLOOR EC. 66.68 • 63.46. ~1 a sA~ C m~ , ONE STORY N Top El. 5& _ • • sh s Inv. EL W. 60.06 CONCRETE BUILDING Inv El. SW. Top El. 5&12 'c, II Pole ~ F'' Inv. El. SW. 52.62 ''w II HHH//// W~T~ ~ 0 GP` 0 4 ss nv EG E. p~~ mv. E~ E. 59.97 ;FIN. FLOOR EL 63.48 nv. EG E. 5242 ~ire +ss II a BUILDING. F +o ~ +ss U 0 .W N ° 1...~ ~ ro s a - unknown ONE STORY ~ , 120,4' , m t,~°*\ ~ t ~ ~ ~itrrt Access Hoch I I N CONCRETE BUILDING a Canc. i . n t II • ~ ~ ~ W Ramp e a s ~ I II m FIN. FUOOR EL. 58.86 I ~ +s v `LA Pod RC Pad ` / s .Po., ti,o _ ~ i<i ' 9 I II ~ o J e s~~I~ so r n a ~ ~ t~ `~s lx?a n 9 Transformer u9nt s /ic Box A il Poi aB s2 Conq; Pa +6s Pod ~ Pare s I ~ ole Grote let ~J I I'',~a Sfoirs . 'sA •hs~ l P ^II 'h s W'o s a , d so / o s a ~ Top El. 6L61 tric Meter EXISTING ZONING INFORMATIQN ~ ~ Clean - s Gov In ccessl e tric Meter I II i9 ed +ss ~ ~ ~ ;,,J 0 Q \ o h Z~ 26.1' & Box d- U y ~ 5wi 2° 18_ P la11 B & Box I II ~ ' m J~..L~~I SEC-TWN-RGN = 12-29S-15E aS - o ? +ss ~ r '9 ' s s' Pdnt s o~ Dese1 a 'hs 's° II ~s ~ v PEAT BKPG - 27-31 '9 0 ~ ~0 o go A 'c Fuel ~ ~ e a• s 9 ~ 5 `tic a O Tank ~uell I II ° ss ~ t •as Tank II O I II s~ a ~ r.° ~ uat N ~ ~ A o b rate Inlet a BLKBDLG -140. ~ ' h Wet Bollard T rn s s +ss s ' i ~ rop EI. 61.87' `6 ,tt5 E0P M Bollard (Typ.) I U o y P ~sr~ II o LL a m a s 'A • ~ ~ t ' ~ 5837 ~TfBb'C Alr Conditioner n LOT/UNIT - OI OO s Electric s •se, s .Inv. El. N. aII ° P a I cvr. s Alr Con. ditioner I ~ +s wire Unit o~~ ~ as I • " ~ Box c 7hv. EL SE 58.27 y Unit o TOTAL ACREAGE =14,2 AC o~~ o s ~o'~ Inv EL w. 56.57 ~ undergrauna +s f nc• Hea all \ Powa I ~ ~ ~ +ci Pro ane Tank Wnderground I III m~ ~ I Q N •~roe o{ Slope s,° o o '~b Inv. El. 58. ~ i>~ Pde ! ter V ~ P N # OF BUILDINGS= 7 a3 t q ~ Q, s o s Nu fl. 61,28 Transformer Propane Tank o o +ss -Transformer i II ~r9 ~ ~ a II '~DSGrate.lnlet ~ s 0~ ~ w ~ D s~ a ,e sa+ +e'd +s~ p Elaciric Bo 3 s d I Top EL 54.59 II +`su II U° Inv. Inaccessible ° PARKING SUMMARY _ ti 1ti ~ •~y 9 _ 3 Grate 24"RC~ Grote Inlet Grate Inlet II i ~ ~ Tap E!. 54.25 • o y 1 e'(`~~c u• o o +s, Top E m 19 ~ Inv. El Top El. 57.35 76.4' +ss Inv. E7. W. 51.87 U Inv. EL W. 51.35 o sas ~hrs s~ •m~ Inv Et. S 51.77 TOTAL GROSS S.F. OFBUILDINGS = 7d 5.30 GFA o ti ~ - w Inv. E~ ~ ~ +s~ ? 0 light " ~4 EDP Inv. EL E. 51.151 s° ~ 0 9, s :hys +ss - o I AC Pad s s +ss H U GROSS S DARE RE UIRED. ~ Pde A E Q Q ° * 0. {rh~ Existing ~ C Existin Sar USG FEET PARKING Ezisfing ~0 ~ t .,,f, ~ +s 7os' g Existing San. II .p9 ~ o s L~ Conc HeodwoB 2 Mvnhole ~ a ~ Conc• Wafk Pond 'ss 1 Pond Inv EI. 57.91 cur + rop E1. 58. Manhole I ~ +sss ~ + A+~s ~ ~ . Top E1. 58.76' II. ~ +s Conc. ~s 6' Choirs Link Fence W/ 0 OFFICE 48,511 146 ~ wsre 6 ~ 't 'OS CI an f 's° Inv. t7. E. ' sa s ~ s 18" RCP - 4 Inv. EL W. ; Inv. t7. E. 54:81 ~ A ~ 'Pod ~ ~ Barbed ire rate. Inlet Inv. El W. 54.78 Bollard a, . o I MANUFACTURING 28,019 43 's s r'~~~~' . _ - _ _ _ - - " i GI an t • 6.9o Inv. El, s +ss 'mss p~ ~ W Gra M!e Inv. EI. S 5517 I (TYP•) 's ~s ® Top El. 53.30 .L..l p s ss ater s~ ~ s~ Inv. Inaccessible ~ ~ •s T l.v"' ~ m z l :.rop . 6 .2 +s ss TOTAL REQUIRED PARKING =184 ~ 9 / t Existing -weer a s o •S67 EaP rop El. s224 ~ s, . 0 v d ~ Top E7. 60.97 Power Pole W/ szca soc ~ 7nv. El. N. 60.24 ~~a .aa •°s w +s~ es I ~ Faucet 'ss ° Conc. Wash . ~ ~ S ~ ~ Threat El. 59.15 Conc. Electric Box au a , d Epp '(t. inv. EL 5 59.69 0 TOTAL PROVIDED PARKING= 351 •s„ L~ Gontrol r 9 n eLwater valve c- s w a d) O C Ate; 0 0 0 0 0 0 0 ~ Metol ~ cuy ~j Inv. Inaccessible s9 s,+ Box wre fs ~•,.iS60C Water Valve N f .60.97 Bollard .l i Wrel Q,~ ~ ~ of El. 62.2 (T1P•) 1 ' NUPE: s ugnr P ec. ~~,,SS Toe o{ Sloe Valve Box wro u n e 0 97 Bollard Flaq;,A II"~ ors •m9 ~ Shed O ~ q N (Typ,) Pole Underground s~ s~ Spool +s~ coy 0 ~ ~ ~ ~ 'Fa• ~ ~V Li ht 16 Por HE s e ~ ~ e OHE OH 0 OHE__--- so ,11ght 'ea"II Tefe. Bow pHf u9eta s ~T~') o E a orb o 0 o Post OHE +s wtm ~ m , ~ 1) OFFICE SPACE REQUIREMENT = 3 SPACES / 1000 GSF A `?s, p Pde pal ~ Pate Efecfric Box_.._- poet E o 1 d x x x x - c 2}MANUFACTURING SPACEREQUIREMENT =1:5 SPACESI1000 GSF s •o GlE Box •m a s s + .s 0 am In ence ,rs +so +so Velve 'hso a,r~ n ,+s~ std ~ `'4W ~ro Got ss ~ ~ s ss +sa .hys ~ ' +sR, o +sssPwe s ~ ~ m +sa •o Barbed Wre Verizon Box •s 'a ' a 9 ~ 6.9 5 •s sA Control '9~.,rControl I Edge of Povemeat . ~ ~ ~ w ~ o 's Edge of Pavement ABox V~' t~ s Box ~hr9 s s s e ~ s s sR .tea ss ego ''s ',.o 'aa •09 Top El.`n5293 U' ~ ~ m ~ ~ `D~ " Grate Inlet e ~ ? u, w3 a1 To El. 6212. - Conc. Flume W/ Q. pp~~ P Grate Inlet Grafe Inlet Grate Inlet ~ 'n Top EG 56.95 Inv. Inaccessible 1LI ~ ~ ~ 4,J 7hrocf El.. 60.88 Grt To fl. 61.46 y P Top Ed 58:95 To Topt ~1n56 56 Inv. Inaccessible ~ .a . O ~ o Inv. Inaccessible Throat El. S 544 Throat E1. 58,27 1 3 Throat El. N. 59,56 Inv. Inaccessible Ina Inv. Inaccessible ~ N o0 0 v, Inv.. Inaccessible 4) ~ ~ o ROAD I ~ , 0 ~ a ~ , 0 o ~ p ~ : N - _ p. ~ ~W F- _ - _ ORIGINAL C~ ~ - - RECEIVED Q. - O U JUL 19 2006 Nj ru%lvlvllVV UVARTMENT CITY OF CLEARWATER mall" i i ~ ~ I 155~~ LIGHTWAVE DRIVE CLEARWATER FL 33760 xl I k ~ ',paelrlr~cY q ' ~ z C ~I E G e .-i.:::::=_i J . ~ ~ .a ,,7- t ..Ct¢R1B5 - M. ~ I ~ ~ ,Il' i q ty.__. fa r, I - I -:.i.,.• - _-_.i,;,.",•:-m.,,::-~„~ .;;..;.:mix -ll~i ~~..I._IV111~P' _ T~017N:'!NG 1 I ~ I - ' r -i t '-G7J~ -~vrl~p-~= . I 4+wvRIRG- . ~ I awar SHEET .DESCRIPTION BE4iLE1'• , ~ ~ dJxXYNkLE 'p ~ f° , - I ~ - I • .UhfEll V~:. ~io~. ~ ~ I I -~'tt,•1t1• g ;--+:a111h1rt-- ~ ~ 4 'fiB 'j1 1' ~ fellNitCt T i Frnsrmn rmr~vKTw - `=-°j j' smrvrus j = ` f1 J ~ T - PP7W1A Cm Q3+ ~ . •~'T'' ~ E k arv ~ ~ ~ I ~ ~ e s } , ,1 `F 1 sr uxssnxF . I, ~ u 1. COVER SHEET I: tL~k- ~ ~ ~ I~; ~ L, ~ ~ I ~ µ s d y c a ~ ~ 1 2. EXISTING CONDITIONS AND AS-BUILT SURVEY - ~ ' ~ ~ ~ 1 ~ T L_ l~•~.-~~~~~~ ~ 1 ROJ CT LO TION ~ .iYri~ ~ 3. SITE PLAN - •-:~~I~~--- ~ r ~ . ~ - ! - I'...• ~zrrrRr i `r ••-.,aru. .•r,~k .•-r:',~ _ ~ 4. UTILITY PLAN ~ L ~,5a~ o-`.:•~':r -I 11 NEV POtT RR1[Y ~ CRM - 5. LANDSCAPE PLAN ~ i ~ , ,ap~~ , r.-;~:;... I_ ~ ~ ~Y 1 ~ 6. CONSTRUCTION DETAILS -GRd~Nl7-~~ I ' ST P[IfASRRG 'Q 4:ii 1 ~ sFesoaa G1 rt Ptmsc ~j r--- - ~~r tr'' i1 W r---- - I, rT xrsus ' ~ I ~ I lil - ~~I I PROJECT LOCATION ~ ~T 4!{JI'Ty AIHt'URT--~ ~ ,~{,RI':Yh.......-t~.......,'•~;:biA~riE11 4 CeFhNhET-..--..- q y-~'gILiJ_R. N ~ ~ C' LV.vG I xwts i Ff 4hINRN'lE ~ I L'OREN 61GkINt!'Y --~;'•.-~1GK~NL'~,Y-~ -iEt`S7.C':~ r . ~I 1 IG1M ~ ~ ~ ~ M L" RIThNRI`i rlnrlwG NAknINr.~-- .-ry_.a 1 ,.0 , I-• 0~_ i ' . ~ J I~ ~.~o r~i R is g '•.I - _ I I iu •-iii--~W~~ ~ i m-'-0..-----r~`t'TV'haNp-.--t-_.i.. `I - ~1 y Z n W i I II r T.. ~ 1 , n ~ .ti I ~ n ~ u -!III -EABTtt'Y'tt ' ~1.tJ51tihIDGt , i. i I"i - ~ IS~A~ R ~ ~ : ~ riAeN- I-r-- - ,I y~~ J ,1 i~ p r''. . a c..-Nill'MJ~N °o N I -°,'_-I-: I I ]161uhsm~ a ~w ,u p _ w. I,' . '..'~I ~ ~ 1~ r ~ iif , I ,SHEC_EY I I . I~11, I ~ L; , - - - l I I ~ I ~ ~~~I~ ii II ~ III I ~I - -:~h.::•~----~--- a er es~ource ssoc~a es nc. s, Inc. ORIGINAL En ine~rin ~ Plannin ~ Environmental Science •CI@I1C@ RECEIVED 9 9 9 ' 4260 West Linebau h Avenue ' 9 JUL 19 2006 Tampa, Florida 33624 PLANNING DEPARTMENT Phone: 813.265.3130 Fax: 813.265.6610 CITY OF CLEARWATER www. wraconsultants.com l L~~,~ilulurrtl ;,~\~d, ~Ak~~~,~~,~1, I r, n ti Ka ~ 0_ • : : G:=: R~'TTTCT'T) TTTT V ~nnti' 1! .L/ V 1' K-) -L-/ 11 V 1.1 11 1 N V V V SHEET 7 ~~t)1tfl,ldl7V ~r" 4 rr~,,w r. ~i ~,~t r l[, ~y a f.. 'r t• ft'~'r. Y ~i. r a~ ~ Y h ,~5,: NOTE: Pro osed construction tans are solel for the p p Y ~ h, ark' ' f he T le m Buildin and the i ' n ment o t e co g h r II hr of the co s shown on t e d a of e im rove t e ermitted under the proposed p p ~~X , existin Com r nsive In ' evelo ment Plan g p p 0 2 urrentl bein 'tted throu h the ~FLD20 0 6y c y g p g o Ei GRAPHIC SCALE C' of Clearwater. )n W so o Zs so lao Zoo ~j o H ~ ~ O ~ N ~_I l rWrhr~~ A ~ ~ ~ V ~ ~ ~ U (]N FEET ) . l in. = 50 ft. _ _ trt;ng Sv;t. o a v~ 1 19t'. cl. id. ~;n;-tt EDGE OF NEW i -f' Cnv;n l.;rt;c I':nr: li^„~ CtG v i.!no' , r I ,a,rvea L%•;. ^K!n., rSr;n r r Inv. El. f. uL1 t'? ' i r t - , • r ASPHALT PAVEMI :DGE OF NEW 8' tr r .ra ASPHALT PAVEMENT !'<lcrnrrq I,dr + I; r ~ Elecirir: - I I ~.)1.1,1..)~ Jrn cl. S (i0. %`t I ;'I 't C_vr,trc,l °!1 rc L,,; riC:.`.f _ ,t ';I /'n•. E!..i. biAl' r . 1 LrJ1J5 ` Pe • c, ! I';. I r:d., I l i... r ' ~ ! / 1 , I _ I ,o r U ~ _ - - - i • - - - I :..;i ~:,,F. ° t.. n -1 rc t.,rL ~I =6491 EP I`r`. 64.18 , I ~ ~ ;I ` „i. „ ,.6011 EP ~ 054 'r h 4I 6:ii BC 64.96 EP j ;,'u. !-i; ( \ 65.39 8C 00 . , , , , , : „ ' ~ 65.50 65.3 f ~ .64.4 , 65.44 BC 63,82 F~EP CLEANOUT • • 0.44 BC 6382 OP 65.27 al GREASE NANHOLt• ~ it z r I ::1.. r _ 1 r NOT CONSTRUCTED AT / I 9 s5.lo s4s1 ~ 0 x r, ' _'7 63.7fi ~I'. , t ~ I_: ~ r , y...' ` ~~:7 65.28 , -OP=64.811, i 63.76 ~`r ~ a, 2 a r~ I Q TIME OF FIELL,~rWORK it r 65.16 ...r. r. 6 PROP. an d I t cf, ;I I ~ , I ii.Jmp 65.40 x 4,`•.: ' rr s ri, ~ - i r ''t ~ ~ r ' \ ~ : _ f 3r.!!m•r..t° ~ ~ 45.1 6 .48 fr / o j ~ I • ~ r,IG. r .r _ -Elvr., •v'- ~ N 64.0 6:: _ 1' I int .i• Ott: •t ~ Cvnirol i ;1_..____~ I l,:{.' ti... • 64.0 63.4 . ~ Lcnr + rr _ lit t-, ~i.., 65.00. 93.98 1 ` f pnil_I ,'2J, L, t : i,~,.T ~Z - • 'ti::• •r ~t J ^tP' . F5.2 65.25 ir.A, r.; 44.9. ;~t~': z 93.98 ~ c g > c I < `-%onv. Pvd , I qr y,:-r ~ ~ 65.4 b I I SIL.. Ss.~ 6 .0 - _ - F ti 1 t t,. l.- _ I 65.06 rn.•., • 65 4 s .os TI;;1~I~f ,l l~ • , ~ I~ ' I ` J tt•;- rl- TWO STORY CONC• BLDG. 63.99 63.99. a , r 7S' CLEANOUT ;r,,,,,_ ' o li o; t _ 65,10 FlNISH FLOOR EL•-.65,56 ,3 ,..I . , ~ II , I ! I, y a , 1, '.e. x , w „ 64.71 raav. w .F I 1 ..I t.?lJll[?1f•1G /a I °M~ X10, r y I 3.96 I 10.1' r ~ ° 6.93 r' E;I 62,8 3.96 BOLLARD •rc., { I ~ s 62,82 (1- :1~ t t i (TyptcaQ ~ I I ~ N M d' ~n (D t` .,J !1.._, I•., - .t'~;: „occl ~ I I, ^I`IC 6LOCIC ! rjl +ji'!L. )TC1R'i is"it-fill. :n- ~ 65.09 53' ' I I ~ ' i i I"• ~ , o UUII_ullvh ,I~,--_._: . s'' r,~, . , ~ 65.29 ' s3s5 EP I- i= s, 66.16 63.29 ~ ~ xl i" I . - • n _ ~ : ei 63.951 I I,:. i,iC•tr,l_ f~UILDIh!(; p 6 ~ c, _,\I i;i _ 64.48 tv INTERIOR. m. .47 g I -I ~ 1- I - 1 • a• 64A51 1 I • i;rnc. - I,i r. • r. rC, ru.l m v' 6rvt,. 't • .,•.1 BUILDING . • ~ , .47 64.05 BC vi i,, ~ ~ r,,! c 63.27 ' ~ L...l ~ ° L- ~ u, , I_r)UR LL.v~,.~! _j i7cnc• I Lt~, rr, R:t ',i: « 63. F 65 ' rn;.• I I _ i m ~ I ; 64:7c + < 64. sass EP i,r,i r~ 1 , 65.45. ~ ,~r I' it s4.t2ec n 63,17 e A on 1 I I- "I, . _ w 165.10 64.66 63.20 EP_ st ' , i -±l ctric k j t 64.09 65.43 63.65 B - 64.66 63.20 EP 62.68 ` i,d vi ( ,I r 63.65 B - ••r I t,: ,W o" - 'i:.,, . of I- ,ty I I'i'"t ~ i; 65.23 REMOVE 122 LF 24 t: 62. 71 _ i t:'n a r, - P n 65.35 3 - c;l- i I t i;l! 1 !I.; I;;:;,il t I ' vd , ~ r RCP. AND ASSOgAIED .63.461 r- I~ 1. - J-`J L__I L,•Y..: s5.aarEP ORNN INLET 99.5' s2. 7 ~N _ 65.45 P I ( 63.46 BC ^ i : ~ ~ W _ i,t,y,i.f• , ,+JIJII , fI i, .cy i I1. ;,.._.r;.z.......q ri iE ~ 63 62.60 •:<<t, 11 -1 ~ ~ \L_1 is-~ nom. •i: r,f F ~ ~ x of F'rtl_~d[`,'i If1 ,I. i'llli•'.TI-! j+'i 1. l_`1 \ 3 (,o • • " , 1 .I" '63.29 ntoP.oo ci~ u;;.~.,, I. „r=v ~ _ :1 63.47 • >n , \s , ^g JUl.1..JtJl..l•A%~".. INLET AND PLUG 63.1 EP . x 63.30 • ~ ~._-1... Z W 63.1 EP u. ' • ~ :i o I ~ Tr I. , r C _ h.._ . r.. ,r,4.55 EP . `•wr,c. STORMWATER PIPE 63.59 t , t...? I Fire lift+rar r L..._...-.._...._._._..,.a0 ^ t oen " "~fol PJd o I _ - ;a ,65.00 BC'( 63.71 Ef N I "1~J.c Z r:.:: i.l + o `~L;'-~ ul,^ ~ ~ I .>;te;i I ' t I 64.60 EP .45 63.59 C = { t . f i 65.42 63.05 I s3.71 E , ,a ~ 63.36 64.1 of 62.92 ~ I ...ii I i,~l Q i I J':~ \ lr4 I r 64.10 81 ~ i I 'c, h:,,; • a !loht - ;I,;, ,04 EP 'd 65.00 BC 63,2 62.' I ~ - I ~ r----• 64.55 BC 63.2 sa.toec ~n ~ 1;-111..1 i; t, \ "r ~ 62.43 Q •:.,;'•.a rs r., I ~ x ~ 99 63,78 tr , ~ O _ ` r.;,f ` ' , 90.0• c III J6 QE EP _ •1-'t'~~f b (;,;atr'" :I Grct'_ A':t Rcn>!t O'afe GJ ;1r•,a,,..ii., tv i• z• • i•.. - 1), ; .nc. ~ 62.98 `•63.21 jI ~ ~ h ~ 0 ~ 64.41 BC •..t~e,ti fix. ' e„•pf{" °I \ ' j 'i'j) '1 ,:i jt j~ =1. r'r.' ;;l ~ / L r s p I~,1,:. fl Q r_ --Y,h, 63.0 ~ { I•.a. ~ ~ 63.22 ~ i O a_ O ~ !i / i;•,-.::( r;., in,% C: , .~J~ 'i F.',. i I '•nl<r ,~l,lU . I f f . `t.+ _ ' 64.O6EP 66.38 o s ='5:33' ~ I \ V,._ 62.9 ` 62.15 ~ ~ H A 62 9 I, s• L;!:.:: lm'. 11.. G1. I I - - `~I 64,506C ~5.~.~ ,.65.38 I 1 I : 6 c`.;,. .:•-r, ' P;CP ^ 1 II r r J = 64:14 - I I 61.70 t ~~r c , ~ A ,..:r - I r t I V W _ a - - 0 , ~ • _ l.: . ; 64.17 ~ t~, 5 5 ~ i ° ~ i15 it t) rt' 63, 7 „ , • t I t. , - ~ ~ _q.. , „ -~I'~;•, ,i hI < Irl I<r ~ Fo;s 1. Ir,, $7 - t ~ a ci SF.E L~ 1'i' l'lJ'f IP!-' r r; li I 3~ -°C", 'f 61.10 PROP. 2A0' PVC'SDR 26 G4A:STY , r- 1 .r., , ire. ~ , , Lran =t I' •u ')p. i -L ^.St ii:,yht •l.i;:61 f4t 11 , i•d p :.,I• l ~ 'o' , ~ r•1.: r,!. I (1 ri:c, v_ n SIDL '+~l~LK AT P I "',r i 62.0 ~ ~cllit`:.J,;~ .I r,i L. _ ,---asc~ r Iri 62.0 ~~`r''J SANITARY LAIERAI 01%ISLOPE I - . II~ ~ I , C~ I TI;,.I - t r -1--- - -r-._....__ n I:. IJ;_1 . C 1FIVLt, Lil_t,v 1. i ~ ` ° - i,). S' I~ ~,41, r' t ~l:, , 1,' ail,)- :I .I' ~\I ` 11JM1 L rr ii 61.10 , _ r _ ; .i ' (r ~ --fir, r.' tttc ~ _ / ~ ~ 0 , l,a „njn til' S ~I;;y ~G:, '\f,.7 CI,LI,. ,,L~: I,, / I~!I •:.~9/ a. -i °'i ~ ~ 1••~li~;'i i `.t; t x ~ ;0 ;r; I ? I - ~,'',I I•, ~ 61.33 - II rn ~ ; - . ~ ~st33 :-5 EDGE OF NEW cn W N ~ - t,`•l)1'Il:i"..1L' E:IIJLIIII~!(? ~I 1..1 Y~ t~ I'lo., :~4 f----i-:?:%._..._ 3 rr ~ G/ , ~ . 4 •q I U I r+-46' h'ASPHALT PAVEMENT. ` ~ --t;,nl nr. ~ i 60.05 ~t ~ e.. ~ . f r c tr r ' ~ 7 - W i, ~ ' h CI.: d. 0 11,1. ,-1. f A - t ~l~ , I it Trl,'u, ar rr, t n• I"r: EXl;ill.-B"--SANITARY 589 s ? ~ 6r 5 ~.-a"--SANITARY I ~ I% - II ' I ,I 'n I `I•, bUiLf.~II,G L I 11 `li{;~ o 60.2 ' 60.2 111E 1N1U ~EDSTIIJG 8' SANITARY ~ +rt Gn t WI •`-li s., , c to ' h a E'L .r)" CRArIIY CINu. CONTRACTOR TO ~ t,. < 1 ~ ,I` t, „,Clr\L l3lJlll.)Il;h t I' LI I is ~ t•.) yj 1 I a,r> ~'til.llL.Ull l F;"t)fi' In(ef - 'VER6Y EaS11NO INVERT IN FlELD ,r?i: II ~~.i G~,. st ; 1~h• k, i f•III. FLC10~ Fl_. uo.ti<, „ - - ,~r-, r:;C t~i!h `;(pr, i f,::p to ;5 U 7,to, !i`r ul. i,,;,.;8 1`,•I •r' , p {'I''i In!'. i'L j 4' it mt'. f:1. I. t30.ts. COIdCI~,C~ 1t ,.,UII_f)IP1G ;ttt', c. r rul. rLl:n~~ r.L. i 59.5 9UIIf~,ti~ ( ;;I ~ ° , G _ j,h c' !aln,.,.)'J I' I 5E~,99 I cr (h ~i ilii~ i t_- ~ ~I ~ NI - - ~1 ` ~,.c:'; me II I i;Ui~(;Rr I' `.Ini.~pl' ~.cnc' ,b, P ~ L- +c>. 59x17 I. I rlh?, ;'Lrlc)i~ :L. ai r14_,p P ~~-.VC !'i;il- r1t. Poi; ll i / r ~ t::virc'r-"".. Ct.rir,~ .,l1 I' :t,,;u.ib,;fl . EXIST.6 WM I i. ) r. ' • ` ~!.wnr.;r; Jdt, uric _,..r rl 'rric ,,,l,.r. I I ~ r,. tJ h+i NI p JJL -i1"`i- `•S t: rL,,S / n,,:il'rb ^Lb.l' V V / J • .:..t'' 11.11~•II ' ill J, , _ -t ..i.-~~" un CcY .._I. :.i 0 ~ I~ , - _ , 1. f' :'ui'I ~ I II I{ ~ r w -1' .r I I l - ,n , , I _ - ' . '•5 , _ I r rr~r ~ I I II i, j x I ~<<, J I ~J. r.flr:rrll-,,, _ . 'I ~ ,l,a . Fv~, trl. ;il 3;' r, ^ r,o ~tcr;t ,.I :~:7C a - III ~ II+I Jr ~i - r-'u-I•ir.•f 1 'N, „FT.OAiING ' ~ V :it1.: I ~o, 7! ~ ! ~,i,i' t:a'tc!ilic,u.,. 1 b3':.7 r' r , , fi3.9 i / , TURBIDITYfARfOER- l/' _ vi Ilnrl Diu (c^c!i1i:,u:r I ~.LI ~ ~ _ , Ilnrf ;)IF _ b it , II O r , , 51:T.FEI•ICE ~i,, t_ a ~ tt n+- ':`:6 utt "1 ~___~''i ! I [+t.t;n,•;:und ,'i nt` rtj ~i~ uuitc ld;:•wt;,,.,1 ! 'c~,l•,,•r 1; `1' I'.., i _ i t , n, ttt ' ,c. ,'n.: r~r 63.5 l; ~ r, '.b ~ \.j.f , 59.1 i r it , ~.,1`~~i., r4 c, v,. 't~~ til• , 62.8 Lc,f fi. i,l..:J rr:r;,`fvrrbr rr-.„ r~rrb 1. a ,t ~ 1 ' 1,,-°' , ~ ~ 58.5 a,~~ _ 59::2x, ~ ~LJ .c' 1 V TT ~ II J U I Il r,l.,~`. ' \ ...,t r l i!l r7! ~ ~ a i'` PR(~OSEDPOND C-•;, I;'• '58.3 ~i ft ~ I ,ua ;`'},~~b-,=' EXTENSION t 2.3 I `1 r 5917 • ? Ct-.'1te tr ~ , ~ Tr,') Fl. i ~ 1 ,.~.;a~/ urroRAl. ZONE FDR 58.0 I ,,INV. Z%1" RCP ~ A. I. w /t r- Otl 5.9,2 1 _ I CJ t ItJ„• Ti,) 1 ,i:.;(i ~ ~ - ; ~ , - - a it ',t 1 ,l. _ - - ~ o p / 1. c;~ WATER QUALITY ~ EL. - 154.98. ~ 58.9 ~ 59.2 I I r~ In:'. 1:l. O ~ r. idi y j N ~ rr •_.'v 1 r C II ~'~;l% (CCU ` ~ '•0., O •x59.5 1 ~J.. ~I ~ : L : . r . 7 n ,;,r-. I'j ''jl~~ 5914•'..1• r,, fu.., I I,. +rl TOE OF SLOPE :rr •~,,f - - ,rtr;nvl,: 6 I { ~ , „o d r„8:3 .,,1;,, TOP OF BANK (.n r . T, r i I ~ r s A I •,1 58.8 I I~~r 1 I f; I,, .a A /n r. F.l F. ! I .'1~~' 1. r tJ.au:.a` :~r. 5 r t ,t, ,`1.t:.' -63.5 - r.l n! Ins: Inst + ~r.;; ~ cc.7a"l, ,I r..,Lo-1{,rr: r -1 •Cra fr , p^, ! ~~S • ; • `ii3;9. i ~ 3 - ~ , r , ,r, C7:•cn~•ut Ins: F.1... 5: / ~5 ' : :.4 _ 63.1 :1 c,ra,c Ir„',f 7•rn r!..),; /rts. 11 ~,~.li I ~I r i (n, ` ~ IC'.j lb,~ cl t i ' ,r. L•.rtinr, hi 63:L':1 O , rrn ton ~l t . r i ~ t~ I-t,,, r'.l. 6U.?i 63.4, ° .~t~o~,';, lnvEl. ,1~ i0 , ' I ~ -a I I'' J /t it ! I I ~ r' L' r - .,t' c. " ) , ' i ~ i'' h. • i t r%1 9 _ f 1_ $ r 1 ~ i E' . I . I ~ ~ ,l tt Icltt 4 ~ ~ i ~ N I / u,: w.n.c.,:a.•nin / - i oJa'o~ ;t`,nu:r !'i'i;r _ ;t„Il,'. .rr , i41.t '-c;;,~\ I t----_;-; rfat f:l. up.'r7 ~rJ- I i 63.5 rJut ,.1. u:.•.,- ~ii . , ~I 1 1 , , . ' ~ , i r, r,11~rJ rr „ I ~ -,7:,i ~ t i ; ) ~ , . j Jr r„r , and I ~ (/1 r r • \ c,. l \ I'O nt ~ L ..;~ha' 8Jx .'r _'ilti ; i f i c -'f ul t , f i 'U I' _..I'I~1 t?> (~cr - lr Yl , Fad 11 -n+ r 1 I '1,•11 I i.-,III I r ~ 111 (JrF I,1' _ ~ 0 r , , r- - r : ~ ~ Cd fluff 4lIUJI Llur ,c.lu -,i+•. i~J~=ji.~ .^n ~,o ( I `I ! ~ c (;'r to ;r c' lur Jrt :'rat ~ (l; l,l , t.'r,,,r I ~ tt,i, cfr ll rlU ~ ~ ~ OBI / _ \ „ I' ( ' ' ~ ~T~ OL ~ d• ri D -Gul lrtfr`t T:r E1, fi"I? _f~ CYui. Flung ~ (~tnr,i rnlct ~rJi•: tnl~i ~C, JIi; rnl:1 - - - - r=1. VJ V1 ~ 00 V rc;r ~1. r r~ lr;t•. erOCr...,i(,I,r ORIGINAL C/~ y .C M ~ 'Irtrrnf Ia. dt?.c"t? G. fl. 61. ,G ,r tn•~t !mc Ineccvaiulc' f 70;, J. ii J~ !c , Thravt Er. a"::i?.•.',= i't; r ~r ra. 5;,,"." " t r rtf !n'r 1,- • m o-ul„c,.,,. r.+r4 RECEIVED ~ W ~ .ti w r-?. r. a - i. t v. :r , ''Q ;i:) ( 1 7?tr.. t A..J..,.t r.n Ir,~,.-, ,.;.l.~ t ~ ~ •O O q ` - JUL 19 2006 ~ ~0 a w ~ LEGAL DESCRIPTION Il --1` m . PLANNING DEPARTMENT ,LUG ~ ~ ~ ~ PORTION OF THE EAST'/:OF THE SOUTHEAST'/ OF SECTION 13, CITY OF CLEARWATER ~ a c ~ TOWNSHIP 29 SOUTH, RANGE 15 E AST MORE PARTICULARLY DESCRU3ED AS: FROM THE SOUTHEAST CORNER OF THE O N o0 NORTHEAST'/, OF SAID SECTION 13, TOWNSHIP 29 SOUTH, RANGE 1 [t' Gi 15 EAST, RUN NORTH 390 FEET; THEN WEST, 50 FEET FOR A POINT ,~W/ ~ ~ OF BEGllYNING; THENCE CONTINUE WEST, 300 FEET; THEN SOUTH,100 FEET; THEN WEST, 280 FEET; THEN SOUTH 250 FEET; W.~ a THEN WEST 43 FEET; THEN NORTH,1265 FEET; THEN EAST, 623 a~ FEET; THEN SOUTH, 910 FEET TO THE POINT OF BEGINNING; AS-BUILT SURVEY ~ ~ 4, 2006, cLI:ANOUT = INDICATES AS-BUILT ~ ~ 1.) THE DATE OF LAST FIELD WORK -APRIL 4, 2006. NOTE• D E E TO PI LLAS COUNTI 0 HOWN ERE N R F R NE 2. ELEVATI NS S N H H INELLAS COUNTY BM #1568, P = saso INCORMATION W 1 LEGAL DESCRIPTION PROVIDED FROM MURRAY COMPANY _ ~ P.C. WSC. COURTNEY 0 STR 7 29-16, NGVD 1929. D~ 3.) THIS SURVEY MAP AND COPIES THEREOF ARE NOT VALID NGVD 1929. DATUM. ARE NOT VALID WITHOUT ~ 44,15 EP = AS-BUILT ELEVATION I THE SIGNATURE AND TXE ORIGINAL RAISED SEAL Of A f D SEAL Of A fLORlDA 44.11 BC SHOT LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETA IONS OR DELETIONS TO SIGNING PARTY 7S PROHIBITED 65.25 = AS-BUILT ELEVATION' TN1S SURVEY MAP BY OTHER THAN THE SIGNING PARTY i WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. ING PARTY. SHOT 4.) THIS DOCUMENT MUST 8E COMPARED TO THE CERTIFIED THE CERTIFIED HARD COPY NPRINTEO EMBOSSED SEAL EP = EDGE OE PAVEMENT I ISSUED WITH THE ORIGINAL SIGNATURE, IMPRINTED EMBO: I AND DATE TD INSURE THE ACCURACY Of THE INFORMATI THE INFORMATION AND TD C/IDTLICD fAlCfIOC TL1AT AIA 1~LIAAICCC AITCDATfAAIC /]D 1/ coerrnuc nc unnrrrrerrnuc Rf' =RACKf1FCTiRR I VIII11G11 IlhlVIIL Illnl 11V VI IArwVV) nLlLanrrVnv vr1 m HAVE BEEN MADE. NO RELIANCE SHOULD BE MADE ON A LIIfl I1VIIV V11 A I A BE MADE ON A DOCUMENT TRANSMITTED BY COMPUTER OR OTHER ELECTRONIC UEAA .ECTRONIC MEANS UNLESS NO. =NUMBER MARGARET POOLE RUTLAND, P.L.S. # 5315 DATE FIRST COMPARED TO THE ORIGINAL SEALED DOCUMENT IS THE TIME OF THE SURVEY. 'D DOCUMENT ISSUED AT PENINSULA DESIGN & ENGINEERING, INC. INV. = INVERT 3920 PREMIER NORTH DRIVE TAMPA, FLORIDA 33618 EL. = ELEVATION PHONE # (813) 514-4290 FAX # (813) 514-4291 L.B. # 6459 1 LLiEa J- I I ~Y~~YYill,lllfi{l~~r~ l > t~ ~~1~ ~ •,f ' ',d P t. ~ ,K NORTH ~ ~ ~ fly ~'tr~'~ PHI ALE GRA CSC :~.r" k 40 0 20 40 80 160 . ? M• r~ b I 1 •y yy~ (IN FEET) -CelstL~n v ' 1 m. 0 . ''pry Cl. ct5, is-' ,:ir] , , ' 1.+la i_!. r' car.' ',ri n r . PROPERTY l,, Irv. r:i. ul b:' -PROPERTY BOUNDARY ~ r? ~ l,(url r r . l~r^,~;t,;;,!r7r t;',~ll TIE INTO FENCE N u~r.,.,,..! .,r.t. t .7, 1.. . r s I AT THIS LOCATION~j o o [F,~W-]I , a , , r. r.:. r l : 1 4 , t'. I I r I 1. 1 I I I , I i'li' 1 '.IClllr / lc.l, r.7. / 1 III 1 1' / - f p. ~Uli' _ , _ , ,1~ _ i _ , 1 I I/ l!1( Urrr: r7-:?, lJi'IF. a " Inr I', ~ 0 .w i '43' CONTINUATION°OF~ACCESS . , I I l~ J , I , - „ DRIVE TO PALMETTO AVE:.:• _ : ~ ' t;: 1 1; - - - - - - - - - - - - - - - l ' I • II. _ , , , AREA PREVIOUSLYAPPROVED~ <<, r"` ~ I ~ ~ , J'"4 , , WITH PERMIT BCP2005-08575, ~ ` ' ~ ~ 1 : F ':f 1 f I' , V , , r , l i I , i i 1 i u u ! ,r, I..1 I . _ ~ r `il! v , I c~tP i' l :%'i r r r7f.. 1b J . , 1, + iPROPERTY ~ . _ I jl. . • 1... , I tl I,:.L f,:r \I' J'i+'• I .,,tip - L,` I _ 'y ~•i ` ~ 'BOUNDARY I ~ I I I :1 -%pr,c. '~t„1 ( I DEMO ~h!~~.f k c•;: I ~vv - y % z qoa . - v . y /r:.r,, I ' ,PROPOSED 0 I - vv (7 I I ~ r r'. , r-..__ , FENCE AT 10' ~ N N ;.,1;.', ~ b b b on I Y I ___l I s. I LANDSCAPE v, ,I I 19' _..a.~ jl I I 11 !a ; I ~,I•It_. >~l ~af~ PRE1fI0USLY PERMITTED • , , l_..i.....lll_ a f' ~t BUFFER ~ i r, ~ j ti ~ ~ 1 ~ ~ r I I "t,ocl ~'A'• FLEETS ICE BUILDING m - ~ COi\IC r_,I_lll-,I\ : y,,• ERV , I'. Z-• C'' (_)I~~f :)~1)I~~I ~ill..Ir~,l_ I I n. ii) ~ ~ I I w ~ t r ~ 1 I I ,o a ,o _ I .:.l .J I 'r I!. 1` I.. iiirl VQi W N II I LI_ . a•. i~ I_. ~t i _ . I -,J LL: F'; .=,_I t,cn~ , ~ I I` '0. i'_`I --,':1^ ..,,c~ ',:ra? r nsflitmer • , I I_I Iri II` (I t t ~ • ~ ~ ~ ' •y 1.~--I--_ - ' :.ul. I ; I 1220,VT nsformer ::I 1...;. i 0o I .`nl1r..~ F .,:1', i I . M / I C r,' t~l _ 1 i 1 ~ N t~1 d•. Vi tp l~ iDa. ~ 8 CY DUMPSTER LOCATION I I ~ _ I , , \ I WITH ENCLOSURE , I t ~ I ~ , , , '..r , . ~ . i„ \ 1' ^ , , . I 1 j 1 L. i.. w L~ I _ 11, ~ I• ° - o _ 4 ~w , t I u I r 5' 3 t _ _ . ; ; 1, - , r . I _-r I I , 1. • • , _ I 1 i .SIC! ! . (r;,:~ I 1+ , 11...._.. 1.. ya ~ II 1 _ ~ : ~ ~d 0. I i'; ..'r,]!i _ 24, .~,a, _ I .Cl. r`~y.; ;!.,..n+ S' a: f •.4'r••.. I lirl r~' I ' ~ ;t l; l ; i ~ f::,,~:;. gin` ' .I cof I I .%n , - ~ 7j> U. U•'.1-•'' ~'A ' r.i;hl I, I I• ;11.r:, III .,\i.'. ~ "I. , I ~ I ~ _ / irrr: r1~ U, b: [_l. .'l vl.3u dab i .l ~ ,i`~ I' • - b I I %'ll1A' h l1 • ~ ~ :I ~ 8 CY DUMPSTER LOCATION 'll I r I--l ~ j I I I WITH ENCLOSURE I r; ~ a c , , ~ _ _ _ _ I. ' I . , „ ~ ..1_. ~ \ .z , I a 4r-icr _ II ,.~,t ~ I ~ ~ ~ o t ~ 64.1 ' ul:C _ _ ~ I I z 25' 0. I C!„ , , " ~ I I I ,le I _ y `~i' 9• I t:;' i. I a L..- i ''I I I y,. I I ~ , j :rav ~rf.,i ' , I ' w ~ \r I 1 I) • If (.i. ~ I_l r- I 13' l I ~ I ICI f ~ -r v' t• _ I , Imo' !';irl LFL:. n; r.. - ~ l i, is I I ,..;.n. 7f 1 i ,;,'it r,. •;>t 1! (`I I'i t . _ .~J - 1, rt T ~ ~ t , ' I, ( . I_ ? t.lre,'rn;- X39' to r[:>10 I Mile to:: +c(n 19'. 1- 1 a= MIDI. r1Ll\ f1 I .I. -l0 19r , -'1 , I,_ ~ : L I r - - I~]'\ ICI ~ - -F,'- - - - - - - - - II - ~I .t I 1 -Il,r!~I, LLDC' ~.E ~ I: I I - - I , uu_I ~ ~ I ;{,r. -t';;,f , ~U",`?,~ II .l,l' ,~;..I ~•\i~ 1+nII;' I I ,-•l.r„. a r. I I , ol;',Ib, G1 - ;~I.f 1 -I,I, f'~ \ _ a II ~ I~ Ii>I I I I?\\ 1 q ~ - ~ r i '"4'„ I L.1. 1~.. i)t) f U IVI : ii ' ~ . i,• ~ I' t I r I I I I f rlh~ Y ra I I 'I r' ~ ~ I I1 u I,.r I , o ;'i1',rf I I i I?Ih.lf'~ - \ _ li;.._' n.;.' c0,-~ ~ti ,.u.J' ~ - I f L.l i. F.> , L I.• = I .r.. i,., r'~'. I 'i ; i I ~ r,.._,. I E--'--= . _--._.I I i I T r h;'r'i' /!l/"(_ _ ,1 I. -i,i;lir 11'fr_'C A 17t V' . ttl ~ ~ •r, ,•i. ,~i I ~ h((:1_111c!i- ~ ' , •I I ,9 9r~ • ~ ..r--_~.. _ - - I I I ~ ~ / r. 'I'tP 9 9 ~ 1 1-a > r ! ,ci. CJ , 1 t D tr ' 1 0 , ~'I . I I ~I - I ~ i ~ [)I ~ ~ 'i;l II'•I ' I Irl !I 1. ` 00 _ . • 4 I ( ...I JJ~ + is ] ~ 11. , ill , . 1. Y... ) PROPERTY ~ { i ~ ~ ~ ~ ~ ; I I ' I ~ GRASSED AREA to I - I t , j 'I Cl ,rlrlt~f7!]L,].=-\ tl- ~ l , V li!!-ail 1 9 , I 1.-•..-. BOUNDARY f I.II •I I ~ ~ Il . I. i~I illy I . , '~111,.1'nrls ',v, , l... 'I ~ I I . „ v I i 8 CY DUMPSTER COCATIONNN~ 1 i ~ ,,U I r::,; ' rl7;~~~ ~-I 5 LANDSCAPE - r:- . r,ll_ I • r 1:.~. ,r c,;, 1 .ur' , ~ i,.; i I WITH ENCLOSURE r I --Govarc:d ~ ~ ~ i~`'(' '~l r'F' ~ v BUFFER ~ ; ' lalf: l „I. t Ltil ,I~ I~~ ~ t,' n['GRASSED AREA ~ 'i~ 24 L!UII_DlivIt~' ~ : I A., °y I^~ _ r\4', ' J 1 ~ ~G Grata, In Grui;> I!Ilct I ~`;II., a,.. I ~ ` -II a 10' PROPERTY i'~ii FII\!. FL.Out~; L I_ i;, ..'<< crag rr,r~i . ~L ~-..r Ir- , t , r: III' r I I I ~ i ? I~ SETBACK `'s 1' , II_i: li~!~~ In..:1 li i,7 is i. " t~(„GL I i •l./l'•. 1.1\i. li'_ l:}l_I ) • 1 , , ii :U I ,r19 s. - , , ,i:• Inv. cl. ~ I 1. I ' ._I~!!~ ln,+. rr. r_. ;197 r, I r'lil i , - , 9' ~ 1 r~`. • r!II ~,I)01'Jrl"' Ir - I I ` i I. _ ''Ij; ll~ri ;l'r;Ir/1 I .I ~(.)I~~~~'I IC. i.ll~~~ f./l~~ll, tC'11C. J. 1 _ '1 .r / .,_ij,^ \.1 ~ t, C'n r:) :OIL' ' ~ fi ~ , ~ ~I~: I I_u~)f, (..I.. ,11:.r,~. t;? __L:.,._ U W t~ ~I I 1 . : _.,...I-_,. v , - ' :71;, hlhr - ~ .,!i,,nCt1.'Oll't ,"Gt:, t, a,; 19 ;.r.hi t`"G'rtri: 'i,rt, ' i'a,.' i;; •i 'STRUCTURALLY ~ ~:~II • ,"n:?' r.' tl I • u', `'•d, G:<., hr?I t' 4i ' 15 _ r, ,nl.,p .1' I ~'1 ii" Yi V` l 17,? i.l.l 4+1. r?1 ~ I ( ENHANCE ~ iui~~ r,~. y? ~,fl a Q _ j I I' ) I`.i{ II' ~..,rr \ I;Ir'UnC7!.!1 , •'6.. 'l:i~ r.lV 1rf I '>a ,'-l_l~'C(17,.^, _ "I - ! !r I 12 700 .F. , f~ , u:, _ . , _ .r..l' , , .c i- 'I. _ ~ 1 : .11 _ „ ,r: ~ 9 , ..I - - - li !:..1' -l.,n.,7/ Jl1/I 111/ .\;I/'\ I \C\~\~~ G? ~_~I - ! -1•,Li~ 'all CJ('\' ~ I FFE - 6 50' -.1.,.~ ' ,r 11,.1. \ C i' I ~i~-. , I j •t I ,1 I I 1 I'~ O 0 , l I , ' ' ;Ili. , - I I ICr'.. + t) ' - - ~ r Jl,.t u \ ~ -,J I....` ( ._l, I _1i, r i i.1I711 ~ I._ - I tr•'1 I ~ III v'' 1;111,'; 1 r;,ilr /1 . W , . i , I lt. i 1' tip \:;~Y^ ti ` .0 ._.l. lid ill/tilt i t I li/[7(e 'i L._I I I h C7, I r,l ( ~ !r'i ,III na ' ,Vf+ ia. l1Lr.'/. I b.: '?ri It Lrr 1 i\ ly , ` r; I P li l t ,I cl ~ 4c~r I-..t. 'r;' I ;s.' i't 1 ,I il7!', %I I'•1. :4S,J; t ~ v.' .!1 ~l)~ _ , 1 • ~ ,,1. (,•r,'!1G'1?!~) 'n (:.5 fi 1. - Si _ .t : I , ~ 19 o, t3,9', ~ \„r1 ' ;t, - i 111, fl. JL'. ,~~IJ'._r Ll, slt, ut . ` ' ~l a II 1 G ~ , I ::P N ,t,f{" ~'n , / 1t. !n;'. Ll. J,>,; i 'l, [o':I L7J1 r { i ! f-l.,n,l a„1!_-_ I I l;rl'a,. nil 't111i1~'l'fJ,l?!.rail '~'II i.' I j i O N1 l'' ) :I ?:7 r; ''tS't, .1 - ..r - • - {1'r i ;~UU,•r , 1. 12b° I . , PROPO ' ~ l 1. r , r . ,lrr, ~ u ;!`r ' nh, r / , irx.'1 , ..nL, i'';'O,:riJ19~ f~.OL'c I.li v I 1f ~ I SITE DATA TABLE ~ ~ i y I ~;\,~t.. rr HEIGHT ,,.:r ' PREVIOUSLY APPROVED - I~ ~ , ~ ' b° ~ : "'e " 11.:!' ,r.., U ii _ I - „i~ Jig irll i - j 1 A POND fX1FNSlON ~ I , . , I EXISTING REQUIRED PROPOSED I ,1c~~ ; ;7,1;. = ~ I` ~ r• t, 9' .:I I I- ` - I 1- nu~;tr ' 14r;.. t:'. lt~- II .ice . r. I I. • i I ~ t~tt 1111~i V r~r'Oic:' 11711 ( --'1 IJ ~ i - - _ i 1. ' (c`;ri I `I '~J - j 1U EI ~f ?J 'r } f I OFFICE 61850 SF NIA' 38,531 SF r.r;r:,. ty; Im: lrlr c~1 Ir r~•.1 f ~y r111.: r1 t~ ~>i~~ ~ I . ' ~ ua ~ W EW GAT I !r. rJ I. -I 1, W I I ' 124 F rr' •w J W 2 NA 3 SS 1 MANUFACTURING 31 45 SF / • , I , r I ~ ( I Jn f 1. ~.J ~ ~ lrrl< E7. L. 01. i i ` ~ ~ ..I~• i`Il ~ J, I W y W f'( 7 il.i CI1F . w: ' ' "v'~ i•:! i': E _ _ I, , <I „ i , i r t C ~r _ NA 6 , 7 / , ! BUILDINGS _ ..'1, a , , , w ,I \I`. , .7. r , U , : I : ,n,. I , I e 1 ,I r.;' LITTORAL ZONE FOR '~!?,y I :unr a .r. i' i ---9- rl,.~ -PU,. 9~,: lunr'lolc' L.,[, , PARKING 345 163. 249 ~ _ ;,,t.: 1 I i..[: wA~ER ovALm y t --a ~ ~ !z' ,r _ „ -n Fl. ;ii'i: ~f;' 1 ,u rI J ;OiIC, I .~r~ ~ 1 ~ ~ O 4 10 I I I' ~ r::, 19 „Dl, ,t j„ • f: HANDICAP PARK. 7 I I` Itii: ~ u ~ " `-Cl;.~ °r1r-'.lc •`p? lr , - I 1:, l I. ,)'r c 1 't l , ~ p ~'ilIJi17 ~If'll; i'~i]C~ '~i' wV ~ ~ • ~ C.ll i-I l„ i,! , ! r Uulkn 1 ~ ~ ? .r w rin;l,,'el ;;4i,. ~ ~ t'r'trt rnl' 1 • ~ ~ ~ VEHICLE USE 419,115 SF NIA' 394,516 SF I 'r I ' ~ - - , J_..~-~_-.~_ I `-i' :24' 1.~: ~ frCl . • 'r; , Ir. , , t ! , L,ut_>r RELOCATE METAL SHED ~ ~ ; 1r,~. ;11 4~ ;:;.,rare Q ~ M 5 l r , : , . . F.A.R 0.14 NIA . 0.11. ' _ ' ~ I., `ITV t_',r.:un,, I,l~r o; r.i' 9'! I~JL!Cr?( ~ ~ .t:,7G; l.,r,..r INSIDE PROPOSED i j' ~ O ~ ~ ~ v I, , _ , r _ I~ 1 I f c :,i , , 1 n n- r., r • NOTES: ,;i^ t. t'<,:,,,','~,~: I ! 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I t r l - _ t ~ , , f r „ _ ) n - Ir : ' t ~I r c7HL I1~I % U I t)r ` I ' S - ~ f TIE INTO FENCE ~ u l t:rltr'r, ~ u,;, re:n~e I,;~ - - -"--.j.;.~- ,I I s , ~ C.r tr t I 1 i`' .ate v ,-i J~ O AT THIS LOCATION _ ~r~'--"' • `Ci P;; ff'1 cl1 t i ,.24, -_Lt.lurol . \ • . I \ r Eurh 0( rrul rlr7r•111 _ ~ a dN' ~ _ i I •,q C _ : ~ VIA 20 x 20 SIGHT ; ~ _ of 1.7It'f ~ o VISIBILITY TRIANGLES''~~ PROPOSED FENCE ,-5, ~ , ' 1 ~ ~ ~--rrcte 1111 1 15 LANDSCAPE PROPERTY ~ r r~~ 1-,. , ; : AT 20' PROPERTY BUFFER BOUNDARY r,,l. Ill~,cr. .,r'r,~ „I ~ a Gral rn+~ r--• lnv. lnac~ ri?,: SETBACK ~ ~ I lt~li . I >,al, iiY.i 1 }l, Fl, ' S" ~ o - t rq.- , ~ W _ «1111 1 411 Cr+ ORIGINAL l b`~o~1 `1 - ~ S ~ RECEIVED SZ ~S_ G ~ ~ y JUL 19 2006 I PIANAIIAII` nennnrA.r.,. •~•~~.v u~rtlltllVlClVI CITY OF CLEAR WAIER I >d ~ ! 11{1 ~ )1lflfffir r ~ ,~f ~ .c} NORTH 'y - 5 ,r 0 r-;~' I l.~ GR.APHI ALE CSC ~ Ca~,tJ' ~ 40 0 20 40 80 160 _ ~ ~ ~ .ice i.r~ ~ . . r , ' - ~ n (IN FEET) -£'cistinu ;n, ~ ~~A. ~ , I il0i,rii7iN. - i`l 1 in. = 40 ft. rw,~;d~ - hh.-;:, L;;lr; I'', 1- '=nf~r _ !;:;1'. ~r, '~7, ~a. - - .PROPERTY E r 1 , PROPERTY BOUNDARY c-c' ~ 'l arfi ._;f;l ~ .,:r; _ o ur ~ ; 1'~,fnrr.~c~ !i'~-;; TIE INTO FENCE N -Li'llf t , .171 I I 1:1 'C;r n' ri , 'i : f , o 7I r 7(. t I i IP~h7 I I !l:l. cr. 5. r)J.CJ ;f AT THIS LOCATION ~ ~ W r r.r,r„1 ~ ~ o I I 1 I ~ / - ~ r-. cr r I r l , - :1 „ ~ 'I r1 \ ` C \ ~Ir!I.. •~V' 4 171-Ir f /,l_ lL ' u 1:,. ~ :;Iii - . _ _ . 1.. l fl ~ o ~ r' ' 1 I C , 43' CONTINUATION?OF~ACCESS _ ' _ ~ y DRIVE TO PALMETTO AVE , _ , I -c,,-: _ .~r, '1~,> , r ? ,I .r ~ ~ 0 ~ fn ,•I , -r ~ .U 1 ii ; AREA PREVIOUSLY APPROVED` ~ _ :I- ( I \ ' ~ ILO ~,1!,.•~ 1 ' , 71 J I WITH PERMIT BCP2005-08575,% ,I ? ~ j •.w , ~ I`~Ir..C,`c ri~~~': iii ~«:•,I • ' .I. - r ~ f) (;Gr r I r I,.,I ~PRONDARY 1,•.. 4 Z I ( DEMO. ~ ~ ; i17;~1 • PROPOSED 0 i I ~ ~o. .I~ 'v ;.4. I _ I ' z I ` k i~,, , r ) r % i FENCEAT 10' ~ _ ,f,t: f;l. ..:714 LANDSCAPE ~ . ; `.f I~., n: BUFFER a Iii n ...r, ~~(\!r STt;7~': i` ~-r.:'~'• :I . I I I PREVIOUSLY PERMITTED ' --'Z ,~\I1; ,i:' L.;. ~ I;,~~,!! I coi)dc ~~I_ot,i<, L,.:.~`:.,:':',.' FLEETSERVICE BUILDING ~ ~:I l!I - I_ ~ I' 1 1'':11.... t_. I I ~l I 117 5 ,4'~)f ! ~ fn ~ i .`-1 r~f I i ilI`i i . `6:.` ci bI_IL_L Ildt, ' : r It'ILI/jL _,I_L_!I\.!.'' in - ,ii I~,•~: ay.~;. .l's ' 'd •I: i II,. I I__r!:!. .I ~1'' :c,lt.. "r'' I' . ' rotor nsfonner • I I ~n ! tl a I to Flee SO .I Q''1 CO ~ 11 l /I l'r71v. I 1 _.L...._ - ~Ir.~s'i,; ; ~ ..~I `y• \ u i220,VT nsfonner _ . 1 L . ~ 8 CY DUMPSTER LOCATION ~ - I ' <; . 1-- ~ C.,-- p .11.. _)I' !t. I / 1. I r7(1 II j; it I_.G;^ 1• ` III c. I ~ J (a { , . a I ' \ f'~~: .WITH ENCLOSURE j_..I , - i•~ I--_' r t.ir, It , •_i~ ;n t : b'OC OQ jl_, I_. I I~ I' 11!7 J'~: , C. '.J '•l;. ,I I I ~ Ii A r'ac; r.., ' 1 , ,r ~ I r7tt ;'IrriF'UI7: 7(J .I .it .,r1 • I~r ld ((tl ~ :Jf7 : , I I , , , ! EXIST. FIRE kYURANT i. II I I L...~..._. w - ~ it i r; o I . _ , ,irii('c j l..J lE i r;~l-'•. ''!lfi7'1 ,CC (I .y:~-+', f`! i, 't `<s~ l I I ~ ~ ~ I ~-irf ill:' 71 ('11it 1/1rL'1 i~ ~.x , itie•x~, `.Il ;i \ !!'1'71 v .}i . 1 ! ' , I O 1. ~ ir. !f)t~ ,i. 0,).1`.r .r ~1. hr )!.,1~1 r't7a' 1 J , ,•I I ~ ~ 1 ( 'ill i1•' j,~ ,b I 8 CY DUMPSTER LOCATION ~ ~ i a { , . _ v. _ _ Inv. ,`_I. : , I I I In i.1_ II, WITH ENCLOSURE I I ~n ared ~ E-I -Gf,; I . , r.~, ~ Jt,. ~ ~ v I rr;r fl.. ^ a y I DEMO :j,.:7 ~ a I .,'5... ,I• i. i? s:, III ' ~ ,n` /r I , ~ _ - i- \ ! i171I' " 1.1. ,:f I l=~' !1\ :I I, ( III ,o - ~ r, c., 1. 1 d 1' I` Vii:. nl,r , •Lir, tf „i I _ 1`. I.'` , fl ' 1.' I , T 4 ~ . 7JLS,^ ~ \ 1 ;'v,'o I ! 'l.' Ef:~:r,., f.+~.e ri Ii. ~l ::i' r'~{_{ AV f .I, - r - V I '.1 \ ~ - I ~I~ .)rlji7 I ~ 1,, 'v 'l ;I _ t-, ~ r._ yl, l.. f' . _ .J'. ttl.) 7 !\~JU !\I( ',\I Iii Y _ . q ~ , 1 ~ "12'P,": 'ii'. -11 I 7 I... L. 1. - IL,,.I • » y . , , i cT{.I,.,. I - _ ! I t , r rt:,i, ~ it r> „ ~ EXIST. 6 PVC C-900 WM ~ 1 -'.i ,fl! 1 :1:;~ ' I -1 EXTENSION FOR FLEET _r1 Ct .I I I'!~~ r , t_ I , I';> _ L.._ I t_ , I . 1 i _ _ ? 'C' SERVICE BUILDING UNDER 1 , f~a, r 7 r`- .`i _ - I - _ . _ {tr• I , I PERMIT BCP2005-06575 ro . - V - I-trrr". tin f:-r 1 ; I - _ I---'--- ' - ' - ~,.,I _ _ 1,111,.=-----;.1---i~;. _ . Frre' Hy-dran t - f r, _ ' _an r • I i,. l)1 ~ I ' J_ ~ ,..5' ~j~i,. . 1r ,j, rt I•' , ._r''Ci~rl ~~1(nlr'`4 I r W l! , :,7 A ~~,:I , _ ,AsserniSJy 1; el,ih,v :i ~ ' , I< 1 EXIST. BACKFLOW i ` ~ PROPERTY I } ! 1 r j ~ , . GRASSED AREA I / t~! . ' i PREVENTION DEVICE CI, f 1~,'' 1-~ nn,y-, 1 { i I t I 'ir': - ~ ~ 117,'. ~r , . ~ ~ I ' , rr,4: cr c. s? , , BOUNDARY ~ , r ~ , , ~ , . ,'1C rc7c5 o I I ~ ~l. II.t.Jli rt 11 , t ~ •I - - p v 5 LANDSCAPE - I - 7 ; ; I, r,t: :j I 8 CY DUMPSTER LOCATIION~ ~ r?'' ;,r irl;,~t .r !1 4., ;'til e(r7Cl. - _ I i:1. ~Iq ~ II ...t.c~7 " ' I - ;:Il,~: - ; . ~ WIT BUFFER _ r, - _ ~ ,,t,„GRAB ED AREA WITH ENCLOSURE ~ - ~ ~ fI'~' 11 t ,rr1 'l; 1 I Iv`I ~,'I' I:' - m ,_I S. ~ c_,.r3 rl!?P ~~UlLiili\JG C ''t C~ro!c lnld 10 PROPERTY I I " 1i , III I L_,., -1, ,._L..,. t.•.!.;. :1, ~`l{ tv Ir 'J\ 1i.. 7:1, 1i',) r l ,r < ..fin , 0. , I ! r~) [l. L7,! r(? rih 'I :I r! v4 r 90 _ SETBACK ~ i•I t}~ ~ r~~r, Ir)!% ,!:1, i;i ti O. Chi ~ ~,~Il,ii.:l',1:. i t. r~l_IILhII\I( ; .Inc %_J. , .Inc J ! I i ~ ' ~ w _;r +J Inv. `a, ,;n r'- 'ii _ I'' - r, - , 1' < im'. , . ' r II I i III ~Jlili I '<<;. W ; , . ~ _(.1,11, !r!•!1,--\ , i~1 -,`l S t7 III\I, I _t.)(.!IZ L.I_. f2 ' 'c' 1 , ~ ...i. , : ~ - A - is . _ ~ r S' (xl _ I'.1 f.l I Li i , i - - _ r~(1 'lily 1 :1(:i 5:; irr;':17 ~7 ~ .I~^'I+I~ r IJ~I~~_~~I~~.:(: I L•Crlr, _ ~ U. QI _ ~ -'vJ I , , I r.ir!rf I~ . .I' !r';r„1,;,; ;rr'-- i i ~ ~ ;1` Lu'';c'ibtl! \ Ali -l,'J. C. POr; I I 111!''!. I ~ 'Ui~ LI , ~')~.°h { ~ ~ W W NI r., I rf~ { 1 a I V ~ STRUCTURALLY i~''~ ~ V.~ W ~ ~ f'i'If I I `s Glr'Cil 1. r 1'„ 1. r'` 's o Ir !'uls b b'rnfc r,laf , r.~ ~ II ~s~ .e,_, I,t-. NEW ADMIN. BLDG. I I L~ .r: ~ ( W i ENHANCE ( \ , " ' ' ~ ~l Q , i I.l--(,_.`~l•:- {....i t1, i; i i i0~) rl. iir Jr I I / ~ ' .LI,'.Uf7i?;li ~ ~ • ! .:,cr. I , , 'I ' %;ilit'i, iC J,It?1C I _ , , I ~ ; 7.%. ~cr,~lr _ , , , Ir~ 111,:;1-~~. 12,700 S.F. , , , , :'n,. `~i' '~C, 1, ii::.l- j I 1• yi,° f 4- V i ~\t,, ~I,. ~Y--- FFE - 63.50 L_, I _ ,,`I ~r, Ir7i1 ~1 - ~l Vii, ~I. , : . , , I (-,I. I r \ 1.r,,:,t ~1 ;L1`tt iltt~, \ 1t) ' \ - -I ~ r.)l~'! le 'iii i ~ . ~ \tr :`i) ~ \ ''{c~ -y •r RELOCATE EXISTING METE, Sil is ~ ' , _ . I ) ; , , , ~ : ' , : • ` _ IIi71C ON SYDE OF BUILDING IN E.. i.. ; ' I I '!!n ';1 r l ~1 ~1) ' .I ~ l h~'1 ICI I 1l U i•'littr lnli,t ! „ , 'I „r1:.,.r ~7 _ , w L . f_ „ , - 1_;C i1ur .1 Otrl,1 ~ {'J ~ :i l' - u I r~ 1l _ I ~ F' 1' UALIZE EXISANG POTABLE ` ,r N, r:~,-_! ~ I r i ,,l ,I 'Ili ~b. )V Jul, d'?„ -.h:,.,,r: ,i1- _ •a r,r. r... P.. llir {'Jrlt,r.,i.n< ) f V ~ .,a u ~ ~ ~ I) ~ of \-illf' 4.•Of ! f !`fis?i' •.I 1 ~ I - t.. ....i•A ;.Il1 ~ ~ ~ . I O - 'i I . _ / ~ I ,i t WATER CONNECTION. I , ,D S:7v 1.. ;+I:• 'tP !7)4', ll. Jij.i I 9. ,.i ,1• (Itlit O ii,0~1'. 5 ~ rv! ''„1,111 f !;17' i"1 I" :J.~): i] ! 4,,I I 'ltlif~:'f(i!Y`)ii'i~ 1/lilt f~ ? ~ i7 ~ _ i t I.7 ~ I ~ I ~ N t'-,., rit) t. (.i!IIC, 1'r.t7lJp~t),1 r\ ; ~I t . ,r,.. ~7,,i. ~..,~s', ,t,' I 1 . ~ PROPOSED - _ ~ , t, =1. ! 1 I I1. 1 "n;' Iiillt' Tc7nl, !'G'j I iil l t' 1'i7171, ~ ~ J I O ,,,I 177 V. i 't. i~.`ia I , vL,t i_:'r tfQIV i 1- ,t - ~ I HEIGHT = 20' . ~ - w , I .,',%ult LI o1, I : iri,'n.;(;)rrlr,r' ~ , I ~ ' i' ' PREVIOUSLY APPROVED L, ! i ' ` POND EXTENSION y ~ ~ r (.~r'r l.r 1!1131 - - I I I C. ! 1 4 I ' 1. ( b7 ! 'I 515 ' i ; l I I 1!711. r,).•. ~r. f )f s) LIL It • A'.,'~ v.af '1;r' it w,` w W w e; , <ktFG,' ~I't i,f;.r{. \ ~ • , t ~ ,i i... f- ~ 1) `'I:~.) , IW w w f? 17 i~ .:7111'.) J( r, ' LITTORAL O~ID l tr., ~ 111', ';O.i;' r ;i,, . =t: 7t-i WATER QU _,(,,,1 - _ ' I~:. ; - - i~rt;;,---'- - , 1-x_,7::' ~ I .1,,,. t. w :l :1. 9^ I ;,r" ~ ~ o I OI c: .f ~ , I 1 ii L1 ~ ti. r ^ 1/ Url1) Ilrll; l~s. i!~% I,.•)rr '1 -17 ~ ~ `-I.ICI , ' ; ''I ~ I ' . ! , ~ . n1 ~ _ - -,-i.--- \ U11L1Z 'fXIS1JNG SANITA , - r , I ' 1,,: _ _ _ `-i'.h:i*nC~)1; ir?Lr LATERAUJCONNECDON fOR~ r'. . iANITA,. 1 - ^ i IiOR'r't! `i:' r I ~ i-1 lON ftJR~' Ic' l f 1 1 r-r.r:'_~.. ,rn,a I r i , nic !n(i . rte, r r- II t I;;J.,) ` - r ~S ' 1J I ' ' I • ! 1~ ( y ,(t ~ ~ ~ t Z h,l~ t NEW ADMIN BUILDING. I 'Ill ~ I ~ ~ I j ~ rril: rrtns. c.,,. 11)IC'. _ l ' ~ ' ~y rD a r. 'so (e-~ Ef. LATERAL CONNECTION MUST I 1 1 J I Ir:D 00:?~ ~ ' r.+t ,a, S iii+U r"G1;" - Inv. L•1, ; l f~,, BE FIELD IED BEFORE''.. lON MUST l , .;ua'f •c , , " i (j d' cn ~ ' r~ r7c. I"~7"h ~ BEFORE . _ _ ` ci; _ ~ ~ vj ~ cv rl o I TI7!'JUI ~1. J.', 1 t ~ ) -'l.~ ~L .F't t f' :i' 4i f , Q:d ~(_]~n In l': Gr, J , 1 ..t U 4\I- i(, } _ w II / I i ~n r) p , .l fl 1 5 1 U(. II I I VJ ~ .~y M ! f rOT. !110i:(~r,;,,fU!:' ! ~ , 1 L~: i rp \ I 3 r(, i'l,7 :)f.'l: r, l i?!i:! I'' r1 1 t r-- f 1 r I C, . L 14? hllr l:r. 't l.7C'!1QYt7 I. . I.___ ~~yy t I 1 i7 r 1 I•r f - If ~ M~ J11;'if r i; !?t~l;cr•u I F; r , f \ 1~ I 1 ! ' _ ~ W ~ 'O w Cn, _ rr.,: ! I ' I _ :~v' ! :1 ~l:n • r vV 1 t_i. U::.. •r.= , I LiC;yl ~ /~ilil ~ _ _ _ _ . _ l1 ice.-,'- - {,lilt:? CVi)n- _ ~ % ~ I!' i• i . _ . _ _ _ _ _ . i Lr,;:;li_ . I L. ~ - f l_ 1 Fl l I i -tlr7, rNr;7nnt1 4^ S7n!,1 _ II _ _ S I ~ ~ .1 C1 _ , - , _ (")l _ !_7'tlrl~ ''C:'... _ tr of • f)r. I ( .i 1., t I I t 1 .4~ u' , ' III YIN ru,v ,l _ ip , ~ ~~r. _U:;t( - • - • ~ III ~ ~ ~ ,p ~ I f • I _o t - v,- • - ~ I t ri,t ~ r cr. I I % \II/ ~ ~I H U _ - ~ Y , i+ TIE INTO FENCE ; I'l it t, 1,nc,;u . r ,-.r.c' !r - s;, J 1•,; ; s , ! ~ , 'o'. - .11,17.•! t'c'Tr~Cil (7 t:l:i 'u" ( , , AT THIS LOCATION ~ ` ' ~ ~ ~ • ~ , ( I ' -4dl:r vi 1av~rn:~nt _ I t.:i:r7l)Jr P ! { ~•nr=nt \ O N PROPOSED FENCE ~ ~<<; f~, ~ rr l::'..:I•; Nan o ! ~--Grrt;' 117r 15 LANDSCAPE PROPERTY ~ ref, I~f.:.tl AT 20 PROPERTY ;I7+'. ;naca:,>,~,,,, ~ BUFFER BOUNDARY ~ ,r„1,,;1f ,~7Ctd L71tst 1,~7 Ll::ft~. !,lief-' 1n1, 1;fo~c SETBACK ~ L',:L ' 1r. icp r! ; ~ ~ 1771' Irlr , .;,!!'1?, - a 11)r0C11 Ll. l17. L~~).(~J 1r71'OCJt ~ c°v _ Inv. /;7%.7tx+asii7,4> Inv. lnax~assii7lr 1 ~ . -•J ~ t , f ORIGINAL 1 ! i _ 1. 1 RECEIVED JUL 191006 PLANNING DEPARTMENT CITY OF CLEARWATER ' ' u / , ,`~tirrilsirilrrrr ~r ~;1,,~,lr~i~ e3 .~i~ ,r~~ ~ 1 it - ~ ley y~:' ~ N NORTH { , ~~~Y~~ t 0 i ~ : r . GRAPHIC SCALE 'ts+;111 k ~ `u>• ` < 40 0 20 40 80 160 +,y y ' c. fi ( IN FEET ) ``-F,'isi`irq ~~nn, I ~ lanhnlt, 1 in. = 40 ft. I F ~ °.,1r; '.•r,,, Ir/ `,"Ulfi ,=~ril'. '1 El, 1 ',1~ PROPERTY B ~ ~ 'ROPERTY BOUNDARY 1-i~• "Jrllr ll, ; v,r I;,' ° ° 3('r c ~r1 rrji:,i-•In'n;l !.;:'ll TIE INTO FENCE -'i_l~i, i f - -Gnr',i : I ' . J i ' I i , ;,'7;r ,,t 1 .-r :i il' 1'. EI. t1.1. (1!~ `f ~ t, oo W AT THIS LOCATION ~ ~ 1D ~ ' 1-Pub / ~ M< ! light .,^~r:,.;;n,, _,^~r:,.h !-I r'l)t 1i ll'ilr ft~ ',t C^t _ c i II ;i (.ir:'7t 1 , ~ i~ W W Vl. 1 ~ / r,+ , I 'ta / lrl f'4i• ~I, J i) H7 y 'C IFTj,Il , - 1 ~ ~ ~ . ~ 1-1 (,'rL_ (717 ~ ) 1G r' , ~``h~' 0 _ r '43' CONTINUATION OF~A ~ j , - •r` t,` - Dq ~ i ~ I O F~l rn DRIVE TO PALMETTO AVE•:: ; ,,:It, ",,r~ - - r _ , , C~~r7crei;. '(7 ti ; L -Canc. • AREA PREVIOUSLYAPPROVED' I , - /Y : , - ~ + ,1(110 it (~1;,7,) •,.•:.s.LI• .4,'•.w' ' ~ WITH PERMIT BCP2005-08575.- ~ ~ ~ 1., ; , i ~ a o , , ' . ~I . rl Cur w , , 1..' 1,PROPERTY A 4..; t~. ~ (BOUNDARY. r^ ~ q s 1'~ Vl W Landsca a Bu er `-ran C. ;7ni; ~ I • p ; - DEMO ;rl!ai ..r ' + .l ~ C'ri7t;; lnl. r PROPOSED ~ ~ ~ Non-Resldentlal ( .I ~Z_ - I ` 891NDIAN l: _ 11~,:~ ,~1. ~ i! - - FENCE AT 10' ~ v v v ~ i - Inv, lf,ct, t r e57., ~ I ' - i ::I _ A4VTHORN _ ..I • 5 Wide ; Y - - I'• • LANDSCAPE li m v v ~ ( _.i_..-~_ ,,,11 ,IC, i ~ Ot'!L ~~-'•I:?I~'i `:'s''.~:';'' PREVIOUSLY PERMITTED t", _ ~l~ ,.c, ~ 1 BUFFER 1 Tree 35 !~fl. 'I ,;;.i;-~ • ui ur,~ '_JI-UI~1' w1~1-AL I i-'~ - , Cc)I,~. ~L FLEET SERVICE BUILDING .I c, ' ~ 100 Shrubs ~ , , . ,n I •~1• 'I'•'~'•~ ~ N_ I i~l I I.. ; C?~~II_Illltl ~.7 `r. - ^~I;• ~ s ''I' 3111 j''~ff; ~ I '-t (i i (n J 1 ' . , <o, -f.i~a_II _.h„u y'~,y, i.. f:-L. nsfotmer . a - - - - -c`S r:r, r;nr,r:, -I----- I +rn+lYUtar + ,.I 1 'i'ii , , ! I •=iln - r. ~ i1n .I- ~ ~ N I- Il n I~` ~t • ' -T I o 0 0 LANDSCAPE LEGEND ~ I - ~I .hh I..,~ - .,....a a so .I ~ _1_ I I- .~,~il ~ / o.. -1 i... I i:r•. I I 220, nsformer _ D0 P OPOSED WAX MYRTLE J;; ~ ."vic;:.,.t;..` I „I - ••e'}• 1Lg' •i" ~ , (y I ;I 8 Y D MP TER L ATION : r---- -e ~ l__ _ _ . _ C U S OC III - I p II. lt.. I ' I j ! I" r'^ u•i.41 CGr' I r.~.r J WITH ENCLOSURE ~i;, .::nr~ PROPOSED PALM r ~ ; -r . r , , I I tl.t , - ~I _ ~ I PROPOSED LIVE OAK j I r.,= - - 3 I a r, - - -_I :r n'. i'.!e ur ,,Ir, - ,-'arl r ; ' _ C , 3!'/,S i X011 ~r'i•_' ~ ~ I -.~C I 1 : ,I o iil(,.!~ I,~'\,~ I / fl:n) - p ! \ ~alit~ - Q/71r. '•~.IL.-'---- I;: I .d ii I Landscape Buffe ~ - z a ~ ! ! a, P OPOSED SLASH PINE , ' I w R ~ - I - ~ l,t ,lildi" , L;,`~ (Range). ~ ~ ~ y' i,, 1', ~i• i '1 •1~0' Wide a ti°- I „ ,,C; r'c;:J- :~1:. 951NDIAIJ .v~ , ii Jr;'~ ~"HAWTHORN PROPOSED S MAGNOLIA j I _ 't% . ~ rri t ~ - . I ~ 1'rfd I • ~ I ( ~ •(;11:?i8 /n!~pt t,.Un1iJ ,P= r„t r, a+ • 5: ..n • a;vk', 1 ,n 66666 PROPOSED SHRUBS _ - G • r~::•:~ :.r• •.c::., . e;~ I `t):, tl 1. + :N: t. ~ 19p ,:.1, iji?. ~'i? h'` C,J •,c, , J •i i AI1:S r. i ~ I I I 1 ~'_Tree / 35 ~7 W ~ ° - ~ 111 F'. E! 11 C. (..ir 1L ~'1, ~i] I _ `.I`.` , v ) EXISTING OAK 'I I : % : ulu` _ i 8 CY DUMPSTER LOCATION ~ 100% Shrubs a ~ n l 1 ` WITH ENCLOSURE ~ Q o EXISANG PINE ,•.r - _r. , , t.. - I ~ , ' I _ _ - _ - r - - . _ L , , r'... II . It.',, , GL4 ~ DEMQ ¢ EXIS]!NG PALM \ - I: ~ '1 ~ , IIIIu. LEI j.:. hC, I \,it r ~ i ,:ir L, Lp• ~Ij Iv I „'>I ,U6'''r'C j R Ll .t 'mot EXISTING OTHER _ _ ii: • ~ c~ r_i T Q ~ :Uf IP `I ~ . r ~ _ .I i I , ! ( rt.l, ;2 Rr L.Jh( .'r..lv ;j 'il id (7 I ..l - . f r,.t.r ~llp!..r , !'?il ~ Ilyr, ~ '.t.,.t I llli `~L}t 1 tJ 1"'1 • li) ~~i 4, j r: i w. / T tilUl. G ~Lh ,1 P.I. I IIa1iG1- rc:t r.Gi .,u - O I- I r EX1SnNG TREE IO BE REMOVED n ~ ,.Y_ _ , ._..__.....-v _ _ ~ I' co UJ ' - C O TI r 7 -r a: } •t;•' a! (l1r-•/ - - -,ir.,l. 14 , , ,,,u t --1 :.r- t- - - - - - , III = I, ; )('(P LIB .I_ I l\ ~ I 1 , f.nt i-k„ht I', :''!UI r+ I r \1ipw, I 1 1 t.. f11 ,I'i,l )\i( ,I / \ i - , EXISTING DRIPUNE Fi; ill; ~ it•' "S ° _ I' / f ~ I 1 ~ ..;:7 r_L. t;.: C)z) ICIVI 9 I , a 1 ~,~('1 f~'' I I ~'r ~ r • J ~ - iii ~r:~~ i :d:? I r1 TREEBARRICADES• - - - ~ ~ .J H 8 !,~.!i\It.i•,(: i F f~llll III\Il:' -1..,: ;;5; y , • . _ .___-'c_", ,:o ~ ! ) rr - - - - ~ - r . ~ -~a;,f, troll' 1 , , . • i .fit I I :~i (~Ir7r'c 711 t r.; , -Grr!i' !nl t A t7 1?I? ' 1 A. O i 1C',IJ 1. i. J7 , •t ' PROPERTY I - 7 ;•4 ~ ;~,It~,f - :j ~ , _ ~ i ( - j"`II GRASSED-AREA .i- ~ I O ' i it 1'l l'. ~1 11. ,,J. ~ci;• ~ I,;r! !!7P ~1. J..~'. ~);:1. 1 t( n BOUNDARY _ „ , p I-~`cr :Iv 'I frl lil 111i• r, rti(,` f''n(I^, ~1°i5 i I I 5 LANDSCAPE _ ~ < 8 CY DUMPSTER LOCATION n, I U ~ 11 It `1 W" I l:l ~ ~i', ' "~^•-lif r,t I 'r-o, I ! L, :.O br>, ; I BUFFER - I I':'i~~r1_ ~-'lJi l:li`.j•.. I`r. ' ~ i - WITH ENCLOSURE ~ i L~ c ~',"-(:(1 II 1, rl ~ t,l ~ ! ~ GRASSED A EA L III_f)Irdc e ~ o - + 1 sz.as-. on, LJL crcr?;~ Inl~:t I,=, - 10 PROPERTY I li L, rra(c Inlet _ , _ . _ } - I,: ii'- t'< -~~I UJ.) , Li%C ,r' , it ~p7 ~1. `~i (?!'iT lc' 1nIPt - \ 10 I'1 >4,, 1 1--~ SETBACK ' jl ~ , ,r.f .I, - I n 1,; In!: ~_i.:;l' I ,1 I II t:r ~ 'J I'. c:i. I:'. .il.,t,p / _ : J`,1. ,C. I:. ~ l'I,. r'i ' y.: ~ I j I _ : tt i I _ ..•f'' J n r \ Irl l'. i_t. I:, '•y'• 1171'. i.l, l.. ,~l I' I ~ ~ N .LANDSCAPE SUMMARY , I, 1~i III ~)Ii ~ 1 + • . I - 11r71u7o,:n-' ~ I : h'~ I (i171 4W., ii,1, Ct'c 11CL~i:17 i I I ~,J~!I~.~h! 11. LiII~)~~.,~1~~'.~i,. l I L'OllC. 1~'+ 1 ~ ~ _ ~ U , r V.U.A. TO BE MODIFlED (1) 153,548, SF ; s, `u; o , o r,, 'i' I cr -15; ! I I il'~ i ~-I_lOI E•.L . r7 11~(Yl711 - I ` li I r!, _ J 71 II I _l__ W I~ U L . ~ I ~ . ~-i` - I STRUCTURALLY ~1 I , '`I ~ ~ _ 1~..,: ~ ~ W U - INTERIOR ISLAND AREA 21,573 SF T G:1.: ..1lu,.i"-_. I _ I= ~'a,~i,ctl~Lrli' , l;' ,-Ct7 C. ~'!iU' I `'N, , F° Y ' t.ia', i ~ I ~ tt~-c: fri : n^,,.; , : ;C11 '^~f o 1tr } i / - n,.. I 1 I 1' ~ i1 - IN1ERlOR ISLAND ~ OF t!U.A, 14.05 z , i t..,, ,,x,, ,j~; j ~t~ . NEW ADMIN. BLDG. -t, ENHANCE _i'•., ~ , :1 t ~ ~ ~ f ` ` I ~ _ i v;. ,;•,_ar!__ i:lenm~uf ~ ~:7 ' ~ na: In • 12 700 $.F. ~r, J I , ' t'1., ' - REQUIRED GREENSPACE 2 15355 SF ~ . ~ ~ r% . ^'r ~ I I ! . ~ •'~f I, `''l ~ tiul)7 r.'] r / - , I ,lf t iv if_r" ~ ` _~i i t/.'', 'i._ i 111/ \ ''-r _•I- I. 'Url ~C\' r ,41r,I1~~ J i~ uf•. FFE = 63.50 - - ~ I- ' n?EES REQUIRED {3) 103 - ~ I ~ { ti4. ( O j ~'~1.,'; r ` 1c\, nL ' ~ L - - ! ! ~ r, t I '.'I, cJ,_I"' I - , - /k1 ~y< 911 ,r,,,. /rh\•?•,t t 1 t..,`:r.:l 0\ LG;'It \ t.. \ It I I;'^ I'lrC`i r Flr ~ o I 1 ~ 1 - 104 - ~ ~ n,, _ _f..-I ~ TREES PROVIDED ~ _ I r LJ \ t, , y, ' ~ ,.1r• I `491 DIANHA { I_\1 ! I!i iQnl; I , 15 ~ C 1 ~ -NUMBER OF SPECIES 4 5 `r' , I , r;~;t;r.,,' It,t 4,ate:. _t':.. h:. ,_...-I . - '1.• ti' ~ 'ill' I I I .r.)\ - j - A. 1 -Ir{t' '~l ~ 1 r 7 . 1 I•• ~--(11;117.;1 (~F?.,) n ~ I I t ~ a M in i, Irrr, ~l lOj. ,i/ Si I r U S_'i_I Ors 1 u ~ I\. :.r^ _ 7,878 SF l> , cC: I'~~ 1 _ , : SHUB AREA RE U1RED (5) . t , ' Q ..iv ,7%- C ' `q r 1 ` 111 t'. u, 11. :'b. I / 3 I ti I?~ ' nu ('Ji7Ultlt.;'~:r J ~ ~ _ 1 ...t;• - - O , °0 7,789 SF f.?cze r , rnv SE, ::v,~ c.h .,:;t - SHRUB AREA PROVIDED , ~ ~ r(i ~ I I, 1 , N / '-i\''` ' ia~ , . > l;Jl?C, 1'IL'UfJ{:'Ulr-- 1 , ~ \ rlJ4 L I_\ 1 ~ 1'~'~ 'I' ' : 't11Ll:rp!'Otl,ll:i rli) : ~`r~„ / _ r ~ PROPOSED r-~-' 1 ` lf~- •L~ In!'. ti. Jt'~, II ~ , 1:.,1., ,I r~"-dz 1!,+1. ~ !''1'iYh.dlC IC:ni,' l l ~r!1 (?(11171 ~ I, I •`u~ 7f I - - - w _ ~ ; , , o` ' t, i w `rJcr't fr ~f ~ - HEIGHT - 20 NOIES: c ~ PREVIOUSLY APPROVED I ~ ~ `.,,,.:,,.,~,:r;,:r ( 1.1 ~Jil;:'1' ~ ';q U a; ~ " ; t. - .t A 1 INCLUDES ACL PARKING AND DRIVE LANES ASSOCIATED WITH ]HE i-'=; . "•l. / ~ ' ' .POND EXTENSION `'lr:r±rrc Gc: PROPOSED REDEVELOPMENT AREA. EXCLUDES INTERIOR PARKING "r / il , .3'~, } ~'r<• r; !nl luirr_t.i: h;l: > 1 Ifl. ~ •r S•f'01•..' li)lE':'. p, ;I / \1~ j / - w w ~ FOUNDATIONLraNDSCAPING ISLANDS I~ ~ ' / :d, 1 c I ~ 1 w t, f w w ) ^ BY OTHERS (SEE NOTE i13)~ ( i c U 11,) cl, i 71 1~ E ~ _;I (i- 11,1..1:1 1r `~1. I C / /,r~ 1 w1 w w w EW GA'. lti 1111 -1 (2) REQUIRED GREENSPACE ASSUMED. AS REQUIRED. lNIER10R !BLAND - ~ 1,, ~ I. ; ~ , . , , \ , ,.1 • 'n, . ^I 1171 ~1. I' iJ ,i ` AREA WHICH IS f01d OF THE V.U.A. AS PER CITY OF CLEARWATER ILA.,. Il \ 1 w w w w w , a,,,,.,...~.\.,,\•, . ' , I , !r % lr: , , as • , ~f''ti { , 1 ` ` ~ `'s I CODE SECnON 3-T202.E,1 153548 X 10,4 = 15 355 SF ` ; _ , j W.iI w w w Pi , _ _ Cllr r71„) h ,:i:~l, 1 ,.Iw w w 1 ! .:I, i I L \I_~if!!f! ,>UI ~ ;IC lad " ~ 1 ^ ~ (3) 1REES REQUIRED EQUALS 1 TREE PER 150 SF OF REQUIRED ! r ~;i'' LIT70RAL ZONE FOR w I \.unc. 1't=~'" a' ` ~ - _ i0.r •_t~,._ . l7r ~ ,IanhLtl ,Innli ~l - ,i U1 GREENSPACE AS PER CITY OF CLEARWAlER CODE, SECnON !'LLnCi I ~i~ ( •-,'~~I "c 7c( WATER QUALITY y' ; 1.„' , I'~n . ;1/t ( r,,; 3-1202.£.1 15,355 SF 150 = 103 TREES ~ I ~ II ,t ,~r~,- _ ,`V, _ ~ ( ~ ) n, I h9.G1 s 1 l il7aln lrn: ,'•.:nC' ;1 ~ '•.t' I _ Inv. ~ ~ llara- ~ far, f' I.1 ' r • !r"~ ~ ~ IRl{ n, il.:ri i (1 J ` 1• >Gf;?r(I 11 1 I~ '~~I~Oii: 1111 t ~ ~ ' 4 AVE 5 SPECIES OF TREES REQUIRED FOR TOTAL NUMBER OF °~'`s, ~_.-..r.,_-_-..~ = ~ 'r L ! rt,~'' I I TREE REQUIREMENT BETWEEN 50 AND UP AS PER CIl'Y OF ! ~ ' I ~ g -c 1'^t7n1,'lrt i' ln!~: Et. i j i ~ u.. 671,:, t j pr7 t`7. v,~..' ? I 1)1', r_l. 7:..1: I ~ IJc, f' I 1 1 ~'1 I~l V ~ ~ ~ rIIL ~ , ! i 1171'. Ifh7C1, Sll'l ~r"~/~~ q N 1 I - CLEARWAIER CODE, SECnON 3-1202.8.4 1 ~ ,r.l.~ ~ r!j'' ~ , '~t t l ~ .,:r,, v, f \I •<Illq urC! V, o , c(!^ r01? l-I. t.-. ~y t" .r I t ~I i7; ~ i71/1..C1 ` ~ t'f,_-( nnc, lif(`ifl 1 ( ~ VJ ~ ~ ~ Om~0 O 1 1 - (;.,.,~,U r 1 ~,'1, ~ - L. I i.L'i! E~O~~ 1fJ4`. !'l. , iJ, 'U. r t 1 c( P-le' {5) SHRUBS REQUIRED OVER 50,4 OF REQUIRED GREENSPACE AS 1 i' )'i?root r..l. 591;i !r r- ~ c r •1.. `'~r ~J I ~r i ,-area o u ^ o o ~ v n I' vJ '1~' „Cj M i t - t,- i J , . •r'i; l (Il i I J pp (+1 >C Q ~ r ~ i^ rt , o : (r r• Cu} t 7:; [ln ' !rl l' Er. ' , PER CIJY OF CLEARWATER CODE, SECTION 3-1202.£.1 (15,355 x i \ In!'. h;acccsii)la ~ 1 !!r tr .l I,.L^ ` ?•zC Eii) , J r°r I o _ 50~ = 7878 SF1 , ~ " , ' h ~ f= - = - .u.,: bollard I V-- l 1 ~ O in ~ II i_ I ' , • v \ rl I 1 1 - bollarcl i F1a,l -o ~ ~ I !7^I~ ~ . ()1 , W ~ b w ~ (!li).) 1-~t?1' I -flit f ri)rlr)il ~if)ri -C f ~ ~ 2 ~ 'O O C~J 8 FOUNDAnON PLANANGS NOT INCLUDED SINCE PROPOSED - t,;r?t ~ - - - - - - • - - _ • i r,c u~. _ - _l;~,l, - - , ° ~ ~7r.,-- " - - - - - - - - - - T r-" t- - - -1, , , BUILDING DOES NOT HAVE FRONTAGE ALONG A STREET ROW AS PER i ~ ~t.. ~ ~•i•r: , I ! t L,, ' 17;1 F;:,'. I . , (.a( ~ , - ~'r,n' I it " J I r ~ ~ ~ ~ M , ~ I r. ~ ~Oi ' CITY OF CLEARWATER CODE BECTON ,i 1202.£.2 _ - _ _ _ - _ _ _ _ w . ' - c + ' I i .-•.'4 _ _ _ _ _ _ _ I ~ _ _ _ - _ ~ . TIE INTO FENCE - 15' I~-i~ • =~1rr, t., r l l', r ~'r ir; - - -~~n--lili ~r~rl;~ -'1-~~;, ~ - - - - - s t l , ; I \ 1. ~-.~•.~_~n - - / , / \ f.) I l 1 it i~ 1;15 - ?'c:i;, L p" C3 P F 'C" rl i,ri~),.''~ .`lam z' it ' ~ t 1.. I t„ l'illr:.,-, \ AT THIS LOCATION ' . t r;vn ~ `,f' 15 ~i I U . J v(t ! -'t::, CJ ~~C)lr '`~i _a ' .Cis a i~; 1 ~ ~ ~ M a f plJtr,' , v ~ „ (.p17(I 1 ,~ti I ~ ,i'--1_iiUc C'r16~117;?111 ~ N ~ c. - t, O i \ PROPOSED FENCE 15' LANDSCAPE PROPERTY '''I' ' 1' ~ ~ .°a PLANTING S CHEDULE F R - _ , 0 ON SITE ~ ~ . IGl) F~1. U.. f.; 41 / .,t?!Jt.. 1 N.rr,Jr3 ' ,.-~lvl. r,71<>( AT20'PROPERTY 1;71., lr7,rcc~~:-.:~!:i:~ ~ a IiIf 6'..1, C7 f,(!vii ,(ir ..t. i.. r~,n ~ BUFFER BOUNDARY ~ ~ ORIGI L irate H7((.>f._. ~ •t, ` Irlt'. b7r.c. i' 1. SETBACK - COMMON NAME SCIENTRC NAME CODE / ~ lv,; f-L c. I , , ~ II?n F_'l, ~r."5 QUANnTY COMMENls ~ )iJr,)i?i L•!. li' i i Irl.' El.~u.:~h ~ ~ RECEI o° Ii1J~?Jt E i. f,!. Jq ,r) lirJl-(Till t'.1, M1)i. inV N LIVE OAK QUERCUS VIRGINIANA V 85 I " ADDITIONAL LANDSCAPE NOTES ~ IrJI'. Inter". •,c71i~ Q 10 HEIGHT, 2.5 CALIPER Mv. Inac'I:Ce~:;iiJ1" I ~ I Landsca a Buffer 1(71'.1n~7~.:1:',~;1~1,:. PLANTING SCHEDULE FOR BUFFERING ~ I I____ f p SLASH PINE PINUS ELLIDT7ll PE 14 f0' HEIGHT, 25' CALIPER j I ~e Buffer , 1-.,, ~ i-,\ ~ w JUh 19 006. (1 ALL PLANTS MUST BE STATE FLORIDA GRADE 1 I_ I I-_ ~ ) # Belcher ~ i ~ 1l--•,, ? COMMON NAME SCIENnFlC NAME CODE auANATY COMMENTS E'IANNING p . ARTMENT Sher) ~ ~m vl ~ ~~,rER S MAGNOLIA MAGNOLIA GRANDFLORA MG 7 ~ " ro HErcHr, 25 cauPER OR BETTER (2) ALL OF THE NEW LANDSCAPING MUST HAVE 100q 15 Wide WAX M1RRE MYRJCA CERIFERA WM 7 10' HEIGHT, 25" CALIPER E LIVE OAK 4UERCUS VlRG1NlANA QV 41 ]0' HEIGHT, 2.5" CALIPER IRRIGATION COVERAGE PER CITY OF CLEA ' SABAL PALMS SABAL PALMETTO sP 11 . RWATER LAND 1 Tree / 35 10 HEIGHT, 25" cnuPER DEVELOPMENT CODE. 35' SLASH P1NE PINUS ELUOrnI Pf 7 10' HEIGHT, 2.5" CALIPER INDIAN RAPHIOLEPIS INDICA RI 233 18" - 24" IN Ht7GHT WHEN 100 ~ S h r U b S h rU b S ~ MAGNOLIA MAGNOLIA CRANDfLORA MG 4 10' HEIGHT, 2.5" CALIPER _ - /71 rnI Iun ~ r~n.I nI •.I•n.Inn .u.nr r, I- r.e•..~,......-.. HAWTHORN PLANTED, 3GA. _ (Jf CUIIIVUAIlUIV i-LNIVIIIVVJ MUJ/ = 1'KUV1Utu 1•UK WALTER 36" IN HEIGHT WHEN 1007 OF THE NEW AD NO1ES: MlN1STRATION BUILDING FACADE VIBURNUM VIBURNUM 080VATUM VO 213 PLANTED, 3 GA. _ FRONTING BELCHER ROAD, PER SEC. 3-1202.E.2 I (J). THIS PLAN77NG SCHEDULE DOES NOT INCLUDE PLANANGS WITHIN 114E LANDSCAPE BUFFER ~ NOTES: AREAS. (1) MIS PLAN77NG SCHEDULE IS ONLY FOR THE PLANTINGS WITHIN THE LANDSCAPE BUFFER AREA (2) ALL SHRUBS WITHIN THE LANDSCAPE BUFFER ALONG THE PROPOSED CHAINLINK FENCE WILL BE VIBURNUM. f - _ _ _ 1 -O" HURRICA _ STANDARD PRE-PAINTED BASE OF LEAF SEE SPE HURRICANE CUT DR FULL HEAD C] E i V E p f'1 L L ('1 I V ~ J l~ f'1 ~ E ~ r ~ SEE SPECIFICATIONS I~ n ; r;, l' NANmcAPPEO sK~s DISABLED PARKING SIGN -SEE INDEX N0. 119 ON 1 8" THICK SHEET NOTES HI ~ ~ ~ WHITE BORDER ° / BASE OF HEART/NUT OF PALM ERPEN[ NDTE~ HUD SHALL BE r ~ v 0 ~k:, : & SYMBOL ~ ALUMINUM P . TRUNK NOTES: ''~f~~ ~ w • W r+. PERPENDICULAR TO GROUND PLANE, i 1_ ; TRUNK SHALL BE STRAIGHT AND ,BUJ ' k ~II BLUE BACKGROUND WITHOUT WITHOUT CURVES. ra ;U CONC. WALK RAMP DOWN RAMP DOWN CONC, WAUC - I" ND SCAF rn ~ H SEE INDEX N0. 109 SEE INUEx N0. 109 PARKING BY ND SCARRED DR BLACKENED TRUNKS. 1. The Landscape Contractor shall grade. planting beds, as required, to provide positive drainage and r ~ .,.promote optimum plant growth, "t rr BLACK BORDER DISABLED ~ ~ ' BURLAP d w MINIMUM BURLAP T[1 PROTECT TREE-- 2, All recommended trees and .plant materials will be graded as Nursery Grade No, 1 or better as ' ~ M MINIMUM 5 LAYERS '~~~G~, j, & LETTERS PERMIT WHITE BACKGROUND ONLY z - outlined by the Florida Department of Agriculture. and ConsuMer Services, Division of Plant ~ ~ • • ~ 4 ,~~r' ~ C~ r+ ~ 2 NDN rc 2 NaN-sLtP METAL caLLARS Industry Grades and .Standards for Nursery Plants , 7th. Edition, 1998 as revised from tide to ~ s, tine, F t6)2X BLACK BORDER 255 FINE BURLAP suR~AP a waDDEN silttPS ovER 3, All planting shall be done In accordance with the .Florida Nurserymen's and .Grower's .Associations 1R C BLUE & LETTERS $ rn w o z 6" SOIL S7RIPEE(TYPCAL) WHITE BACKGROUND F.S, 318.14 . ~ _ ~ 6• SD1L SAUCER TO HDLD WATER approved practices, ~ ~ TRAFFlC WHITE~~ ~ ~ PLANT PLANT PALM 0' ra z• ABOVE GRADE 4, All plants shalt be fertilized with Agriform 20-10-5 tablets. as per the manufacturers a specifications in conjunction with note # 5, z ~ =a , + ALL LETTERS ~ I' ' ~ ~ 3 MULI a• MULCH, REFER To 5. The planting soil shall be the approximate proportions as followsl 50% sand -and 50% organic ~ c o W ~~c~F~c~i~ES NAtLED iD 2 x material consisting of native peat, well-decomposed sawdust, leaf mold -and top soil, It shall ~ ~ `D ~ STRPEE~Al~C)WHnE 1" SERIES "C" ~ ~ ~ CSUP~C~F~ 'STROKE.: ( 4 WDOI 4 WOODEN STRIPS ? y provide a good pliable and thoroughly .Mixed medium with adequate aeration, drainage and: W ~ ~ ~ ~ o gTYPICAI) 2" HOT DIPPED GALVANIZED / 2' X 4' z• x a• x a' water-holding capo:city, It shall also be free of all extraneous debris, .such as roots, stones, ~ A b STANDARD WEIGHT STEEL PIPE ..F • ' STAKE 6p. I FINISH / ~ / ~~,,c' siAKE weeds, etc. ~ ~ z L ~I I GRADE. 6; All planting areas. shall receive a 3' layer of recycled hardwood log mulch, which is to be ~ NATIVE SOIL HACKFILL DR AMENDED Watered-In Qfter InstaUatlon, ~ ~ 5_0" e . • G a, : : NATIVE ' x . • I I SOIL A' S:• .a•.`• e a ~ : A':.`• ROOT ~ f.. ANALYS .;K ' SDIL AS REQUIRED BY SOIL 0 a ~ .ANALYSIS 7; The plant material schedule is presented for the convenience of the Landscape Contractor, In - P •.:d:~` I II• BALL r\ / caMPACTED sDtL To PREVENT. the .event of a d(screpancy between the plan and the plant key, -the plan shall prevail I / - ggEEii i.I ERI~~I III- i1:,I ~r Gt -I ~ I 8'7(2'-6" CONCRETE MASS. RECEIVING HOLE SHALL ~~~s)~~sueGRA?E 8. Plants shall meet. size, container, and spacing specifications, Any material not meeting specifications shall be removed. o:nd replaced at the contractor's expense, APPROXIMATELY 2' LARGER ~ r~ v ~ 'o FNISH TOP OF MASS LEVEL THAN ROOT BALL DIAMETER 2" (TYPICAL) ~ I I' 9, All tree and shrub locations are subject to change, All. locations. shall be approved by the Clty 12'-0' S-o" 12'-0' - .I I - ro WITH A SLIGHT RAISED WASH Project Manager prior to planting. I I I~ APPROXIMATELY 1/2" ABOVE i 29'-0' ' - . ~ Ir . - LEVEL OF TURF/SOD. i C D l0, The Landscape Contractor shall be responsible for examining fully both -the site and the bid ' THE LANnsCAPE documents, Discrepancies in the documents or the actual site conditions shall be reported to the a•I 1 a• NOTE STAKING & GUYING REQUIRED FOR PALMS, IF NECESSARY, DR AS DIRE TE BY THE LANDSCAPE ARCHITECT. 'City Project Manager in writing at the tir7e of bidding or discovery. No account shall be made ~ a LJ i • after contract completion sfor failure to report such condition, or for errors on the part of z • D STAKI G DETA] m PALM TREE PLANTING AN N a i G ..DETAIL the Landscape Contractor at the time of .bidding, 0 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and ~ r CLEARWATER INDEX No. 902, SH, 1 of 1 NOTE, Rev, 7/15/99 ' licenses to perform the work'set forth in this plan set and the specifications, ~ All pavement markings to be thermoplastic. 8' N,T,S, 12. Plant material shall be bid as specified unless unavailable,. at which time the City Project Manager will be notified by telephone and in writing of Intended changes, 13, Any and all questions concerning -the plan set and/or specifications shall be directed to .the City G D P D ND CA .Project Manager at {727) 562-4737. i 14, There shall be no additions, deletions or substitutions .without the written approval of the City Project Manager, 15, The Landscape Contractor _ shall guarantee, in writing, plant survivability f or a period of twelve 3 {12) months from final acceptance: by the Clty Project Manager, v N 16, All dimensions to be field-checked by .the Landscape Contractor. prior to landscape rlaterial 'Installation, Discrepancies shalt be reported immediately to the City -Project Manager, ~ N m ~ ~ ~ ~ d 9 17~ Alt. thaterials must be as specified on the landscape plan, If materials or labor do not adhere to A CO . specifications, they will be re jetted by the City Project Manager with proper. installation carried ~I p 3 .out by Landscape Contractor at no additional cast. 18. All permits necessary are to be provided by the installing contractor unless otherwise A oa specifically stated in the speclfications~ o SPREAD 3 19, No contractor identification -signs shall be permitted on the project, except for the project Oa, information signs, 20, Existing sod shall be removed as :necessary to accomodate new plantings, c`I 21. ..Any existing sod areas that are unnecessarily disturbed during the landscape installation shall be O e°r o resodded to-match existing, ~ 22, The Landscape Contractor ;will be responsible for the collection, .removal, and proper disposal of i"'{ any and all debris generated dur(ng the installation of this project, H ~ s'I , o f.+J ` C7 U ~ o a ~ NOTESI 1_ » ~ 1, ALL WOOD SHALL BE SPRUCE OR PINE-NOT PRESSURE TREATED. ~ 14 8 ~ W ~ ~I 2, CROSS TIES SHALL. NGT CROSS OVER WOODY ROOTS, ~Q ~ ' ° 3. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK. T I e b e a ~1 W 11~ h ° 4, REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS USED TU LIF THE a y ~ ~ ~ 1- r a ROOTBALL. ~ 5 r e b a _ A ~A A ~ c~a ~ 5, REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE RUGT B LL. ~:',°I Z u 6, TOP OF ROOTBALL TO BE SET 2' BELOW FINISH SURROUNDING F ISH ~ ~ C1 C O n ~ I n U O U S - ~ a v GRADE, ~~'?•-n Vii.,. _ • 0 V - ~ - ~ 12 SWI HEIGHT I ' swinge. gate U -clearance min~ Ct y W Ctyp,) A a 6" dia, Steel B v MULCH 3' FROM TRUNK • 'bollal^ds w ~ • MULCH 3' DEPTH `conc. Filled (type A 9 TILLED AND c LOOSENED NATIVE n 1-#5 at 4' 10,_8;, ~ ~ ~ . ° SOIL BACKFILL 2'X2'X4' STAKE . , ^I v 6 center c ~ ~ 2 X2'X4' CROSS MEMBE U r o ~ _ P . • , o Q ~ r~ i~ - - FERTILIZER TABLETS AS In ,ry P ° ~ SPECIFIED, PLACE UNIFORMLY AROUND ROOT MASS BETWEEN y p • ~ ud ln~- i ; MIDDLE AND BOTTOM OF ROOT ' ~i III ~-:1~I MASS. Grade 48" ~ ~ ~ ~ ~ "I I16'MIN, ' I ROOTBALL ~,i'::-~ UNDISTURBED SOIL 2 X2 X4 Grade 12 ~ ~ Max clearance rein, ~ ~ z I ~ ~ i11 CROSS MEMBER 1 I III: ; ~ • . ~ -~'r _ . " i1~8 2 X4~ STAKE W/LONG TAPER w TILLED AND LOOSENED ~ ~ I! ~ ' I I ~ ~ ~ i ~ I I 1 f [ -I !•I: I I ~ , ~ I i; i ~ ~ MIN. 18 INTO UNDISTURBED SOIL • ~ ~ ' NATIVE SOIL BACKFI 'I.I_~~~ ll~,,~..),i. (II II~.;`:~I~ II II- III 1-JII- ~ ~ W W ~I ~ \ _ " ro 6 o ~H W 2-25' . Z X2 X4 STAKE - 3 TO 5 TIMES THE WIDTH r> x ~ swing gate a DRYWALL SCREWS OF THE ROOTBALL 8 3000 Is,11 c~ p,s,l, concrete slab 4, CtypJ ~ P TREE PLANTING ~ ~ ' wlth f Ibex r 8"x 16" concrete. ~ . fiber mesh reinforcing 0 DETAIL - t~tonolithlc ~nolithic, min 6,, Mln. ~ W CLEARWATER INDEX No, 906, SH. 1 of 1 T 0 o t I n 9 ~ Rev, 3/30/00 thickness, E -mess, 6"x6"/ 10x10 _ o U "I N,T.S, w/ 2- #5 rebar Ct J yP W.W.F. _ o ° ° N o A o M \ - n PL N ti SINGLE DUMPSTER DETAIL drop pine ro A SPREAD N.T.S. hole Ctyp,) U 0 a - . . H~ TRUNK SHALL BE MAINTAINED D ~C3 IN A vERncAL PasnON ~ i DUMPSTER NOTES: ES: CONCRETE MASONRY WALL CONSTRUCTION ~ ~ Materials, construction and quantity control of masonry shall be in accordance ~ U ~ CS 1. WALLS y~¢;v a.) New construction. maximum 6'- r maximum 6'-0' high and constructed with Uniform Building Code (UBC), Chapter 24: General conditions and ~ o ~1; Cl of concrete block (8"x8"x16"). Mgtl construction requirements shall be applied os specified in UBC, Section 2404 (f), 3"x8"x16"). Materials used should be ~ ~ #12 GAUGE WIRE AND ~ a ~ i'. Gy(T consistent with those used in the a H°~EECTiVE RUBBER HEIGHT CT archftectural style Of the principal b se used in the construction of and during grouted masonry work. . r.,l ~ ~ ~f the principal building. (Section 3-802 1. All reinforcing steel shell be deformed bars conforming to ASTM A-615, - V ~ ~ `D INSTALL TOP DF ROOT ~~~-x/-,-r4 Cy MULCH 3' FROM STEMS Materials) Grade 60. Vertical reinforcement shall be placed in the center of the Q ~ a~i d. ri ~ BALL 3-4' AHOVE FINISH 2'X2' WOODEN STAKE t, GRADE ' ° b,) Existing: maximum 6'-0' high re masonry cell, and shall be held in position at the top and bottom. ~ ~ ~ ~ ~ ~ um 6 -0 high replacement materials can 3• MULCH LAYER be made of the same materials as ne materials as long as they are made of 2. If a slab dowel does not line-up with a vertical core, it shall .not be sloped ~ ~ r`ni 3 MULCH LAYER approved opaque material <1' OVER RDDT oterial. ~ ~ ca more than one horizontal in six verticals (1:6). W ~ b BALL) ~l \ ~ r ~ - FINISH GRADE , . 2.) FOOTINGS 3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or t ~ ~ M a RDDT BALLI . f < \ \ 8"x16" concrete w 2- 5 continuous re PLANTING HOLE SHALL FERTILIZER TABLETS AS j, \i. ~ v " , 7 i,,~/;,, , ,;~•,,i, ~5 continuous rebar imbedded.. ~ ~ W ~ .equivalent} at 16' o.c.. ~ ~l M BE 2' LARGER THAN ' I SPECIFIED, PLACE ~ 1 ~ ~ ` ` ~ , 0 ~ /~•:~~i, ~ PREPARED PLANTING SOIL 3. CONCRETE SLAB THE ROOT BALL - • UNIFORMLY AROUND ROOT , , r,~,,~,.,`, , ) V ~ 4. Hollow. Load-bearing Concrete Masonry Units shall be normal weight ~-~f ~ ~ DIAMETER I MASS BETWEEN MIDDLE ~ ~?%~~\~;\~i;%~ Monolithic, min. 6° thickness w imbedde i. / kness w/imbedded 6"x6"/.10x10 welded conforming to AS1M C-90, with a minimum compressive strength of 1,900 ~ ~ ~ ~ M ~ AND BOTTOM OF ROOT ~ . , ~ ~ ~ ~ • , ~ : ~ wire fabric (W.W.F.), 3000 P.S.L .with fib EXISTING UNDISTURBED SOIL PREPARED PLANTING SOIL MASS !~i; • ` ~\;r{~i y ~ ~ ~0 P.S.I..with fiber -mesh .reinforcing. PSI. O Pi ~ H r., 00 COMPACTED SOIL EXISTING UNDISTURBED SOIL 4.) CONCRETE FILLED CELLS ELLS 5. Mortar shall be type M or S, in accordance with ASTM C-270. Place all lJ] 1 ~ iu iO MINIMIZE With 1-#5 verticgl rebar tied to footer SETTLING 3 TO 5 TIMES WIDTH every 4' O.C. r tied to footer steel at each corner and masonry in running bond with 3/8" mortar Joints. Provide complete coverage ~ bA ~ -face shell mortar bedding, .horizontal and vertical ~ PINE TREE PLANTING DF R°OTBALL 5.) -GATES ' SHRUB & GR~UNDC~VER PLANTING „ , 6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate .size y DETAIL Constructed of min. 1-1/2 diameter g~ ~ DETAIL w/privacy-type slats inserted in galvgni. 1/2" diameter galvanized tubular steel of 3/8", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at ,A serted in galvanized steel mesh fabric, 28 days. ~ ~ °o CLEARWATER INDEX No, 907, SH. 1 of • hinge-mounted on min. 3" diameter ga' a 1 CLEARWATER INDEX No. 905, SH, 1 3" diameter galvanized steel post. " W Rev. 7/23/99 of 1 (Gates and post constructed and install ucted and installed per applicable building 7. Minimum 3 X 3 clean-out holes (saw-cut) are required at the bottom course contractor). of all cells to verify grout placement. Clean-outs shall be sealed after N,T.S. Rev, 7/15/99 code by licensed fence contractor). N,T,S~ masonry inspection-provided in occordance with ACI 531-4,6, and before grouting. 6.) DROP PIN ' 1/2" dia. 18" long metal rod gate latch 6" into concrete for rods. In asphalt pr al rod gate latch. Provide 3/4" dia. hale 8. Prior to grouting, the grout. space shall be clean, with no mortar projections ORIGINAL ds. In asphalt provide a 3/4" P.V.C.. greater the mortar droppings or other foreign. material All cells shall be in sleeve, 6" long, or equal al. vertical alignment, and shall solidly be filled .with. coarse grout as specified. RECEIVED 7.) SOIL ^ ^ - 9. During placing, grout shall be consolidated with flexible cable .vibrator. First II ~ Q 2~~6 ~ _ you oearmg capacity to oe at ieast z,-. oe at least z,ouu r.a.r. grout pour shall be stopped a minimum of 1 - 1%[ below the top of the 8,) BOLLARD middle bond beam masonry. PLANNING DEPARTMENT 3'-6" high, 6 diameter steel pipe bollc r steel pipe bollard filled with concrete, CITY OF CLEARWATER painted traffic yellow, imbedded 3'-0 c foundation. (See Detail) -nbedded S-0" deep in 18" concrete v