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FLD2007-03008EXHIBIT FLD2007 -430 521 S GULFVIEW BLVD ENTp,ADA. ATLAS # 285A ZONING: T LAND USE: "14 'RECEIVED: 03/0 INCO1vIPLETE: 6� COMPLETE: MAPS: PHOTOS: STAFF REPORT: EXHIBIT __( earwater U ❑ SUBMIT ORIGINAL Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION -Plans and application are required to be collated, stapled, and folded into sets ❑ SUBMIT APPLICATION FEE $ 1,205.00 CASE #: RECEIVED BY (staff initials): DATE RECEIVED: * NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) ORIGINAL RECEIVED A'.� 2 7 1007 PLANNING DEPARTMENT FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 10/25/2006) PLEASE TYPE OR PRINT A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4- 202.A) APPLICANT NAME: Decade Gulfcoast Hotel Partners LP MAILING ADDRESS: 240 Bayside Drive, Clearwater, FL 33767 PHONE NUMBER: 727- 461 -2921 CELL NUMBER: PROPERTY OWNER(S): Decade Gulfcoast Hotel Partners LP, JK Gulfview LLC List ALL owners on the deed AGENT NAME: Keith E. Zayac, P.E., RLA MAILING ADDRESS: 701 Enterprise Road, Ste 404, Safety Harbor, FL 34695 PHONE NUMBER: 727 -793 -9888 FAX NUMBER: 727- 793 -9855 CELL NUMBER: E-MAIL ADDRESS: keithla�keithw B. PROPOSED DEVELOPMENT PROJECT NAME: STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: Entrada 521 S. Gulfview Blvd. 17/29/15/00000/220/0200 4.87 See attachment A PROPOSED USE(S): See attachment B DESCRIPTION OF REQUEST: See attachment C Specifically identify the request (include number of units or square footage of non - residential use and all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) PROJECT VALUATION: $ 25M total PARCEL SIZE (square feet): 212,148 I:\Entrada\Permits \City of Clearwater\Comprehensive Infill Project (FLD) 2006.01.doc 10 s DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNI DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES x NO _ (if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4- 202.A.5) 3� SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see r page 7) D. 1. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 913.A) Provide complete responses to the sic (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, in detail: The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. See Attachment D 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. See Attachment D 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use: See Attachment D 4.. The proposed development is designed to minimize traffic congestion. See Attachment D 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See Attachment D 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. See Attachment D ORIGINAL �%,,MI v -- 2 "1 2007 I:\Entrada\Permifs \City of Clearwater\Comprehensive Infill Project (FLD) 2006.01.doc N DEPARTMENT pLANING CITY Of CLEARWATER s � WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) complete responses to the sox (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA — Explain how each criteria is INCProvide achieved, in detail: 1. The development or redevelopment is otherwise impractical without deviations from the use and /or development standards set forth in this zoning district. See Attachment E 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent -and purpose of this zoning district See Attachment E 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. See Attachment E 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development. See Attachment E 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor, d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and /or preservation of a working waterfront use. See Attachment E 6. Flexibility with regard to use, lot width, required setbacks, height and off - street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district, b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; • Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; • Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriaftM between buildings. �� IIIIVW See Attachment E RECEIVED E\ / r I:\Entrada\Permits \City of Clearwater\Comprehensive Infill Project (FLD) RtO DEPARTMENT CITY OF CLEARWATER E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Cl Manual and 4- 202.A.21) earwater Storm Drainage Design Criteria 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 1!I 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. r/ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT �0 SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable ACKNO LEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION _ IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562 -4750. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4- 202.A) 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, TREE INVENTORY; prepared by a "certified arborist ", of all trees 4" DBH or greater, reflecting size, canopy such trees; 9 py (drip lines) and condition of 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; O 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 AP'R� 2 '1 2007 PLANNING DEPARTMENT l: \Entrada \Permits\City of C lea rwater \Comprehensive Infill Project (FLO) 2006.01. OF CLEARWATER • 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; 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; All open space areas; Location of all earth or water retaining walls and earth berms; ORIGIN4 Lot lines and building lines (dimensioned); RECEl1/EI? Streets and drives (dimensioned); Building and structural setbacks (dimensioned); k R 27 2007 Structural overhangs; L\Entrada\Per its \City of Clearwater\Comprehensive Infill Project (FLD) 2006.00Y OF CLEARWATFP Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. SITE DATA TABLE for existing, required, and proposed development, in writtenftabular form: EXISTING REQUIRED PROPOSED _ Land area in square feet and acres; 212,148; 4.88 ac 10,000 212,148; 4.88ac Number of EXISTING dwelling units; 0 Number of PROPOSED dwelling units; 77 Gross floor area devoted to each use; See plans See plans Parking spaces: total number, presented in tabular form with the 238 362 384 number of required spaces; Total paved area, including all paved parking spaces & driveways, 165,852 sf,78% 201,471sf; 95% 112,481; 53% expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility See plans See plans easement; Building and structure heights; 128 ft max 35 ft 128 ft max Impermeable surface ratio (I.S.R.); and 0.91 0.95 0.92 Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8 % X 11); FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: `� One -foot contours or spot elevations on site; _ Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; ORIGIN4 Lot lines and building lines (dimensioned); RECEl1/EI? Streets and drives (dimensioned); Building and structural setbacks (dimensioned); k R 27 2007 Structural overhangs; L\Entrada\Per its \City of Clearwater\Comprehensive Infill Project (FLD) 2006.00Y OF CLEARWATFP H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4- 1102.A) A. l LANDSCAPE PLAN with the following information (not to exceed 24" x36 "): All existin g 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 % X 11); O 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. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4- 202.A.23) BUILDING ELEVATION DRAWINGS - with the following information; All sides of all buildings; Dimensioned; Colors (provide one full sized set of colored elevations); Materials; Sight visibility triangles: ' REDUCED BUILDING ELEVATIONS - same as above to scale on 8 % X 11. J. SIGNAGE: (Division 19. SIGNS / Section 3 -1806) A)lk �et' 'e_ 0 O r-i 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 % X 1 1) (color), if submitting Comprehensive Sign Program application. RECEIVED A, " -) 2 7 2007 C: \DOCUME- 1\XTRA \LOCALS -1 \TEMP \Comprehensive In fill Project (FLD) 2006.01 -1.doc Page 6 of 8 PLANNING [DEPARTMENT CITY OF CLEARWATER • r7l 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 nev✓ 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. VAcknowledgement 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 ail intersections identified in the Scoping Meeting. `F--- 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 D ORIGINAL. f?> (727) 562- 4750. AR ;R 2 7 2007 L. FIRE FLOW CALCULATIONS/ WATER STUDY: ' CITY OF CLEARWATER Provide Fire Flow Calculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe and /or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. Compliance with the 2004 Florida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H) is required. Acknow/tedgement 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. i j c Signature:'o:f property owner or representative i STATE OF FH5ftI5 COUNTY OF ;'f�� Sworn to and subscribed before me this _g _ day of — � 0, C A.D. 20_0%_ to me and /or by -3 C4;- F fie\ P P o s personally now, as produced _ as identification. �� PY Notary public, a' My commission expires: a _ a a q E C: \DOCUME- 1\XTRA \LOCALS -1 \TEMP \Comprehensive Infill Project (FLD) 2006.01 -id O Page 7 of 8 • N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of all property owners on deed - PRINT full names: • 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property (address or general location): ............................. 3. That this property constitutes the property for which a request for a: (describe request) _ ..... 4. That the undersigned (has /have) appointed and (does /do) appoint: as (his /their) agents) 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 represen,tatives to visit and photograph the property described in this application: 7. That (1 /we), the undersigned authority, hereby certify that the foregoing is true and correct. V Property Owner Property Owner - rloperry owner -- \ e CO Property Owner STATE OF F'l6f2i$ S 1 N COUNTY OF n'".�-Z66A„ S�GL Before me the undersigned. an officer duly commissioned by the laws of the State of Florida, on this Q kh _ day of M.Ck C. si�.�i�.__ pers n tly appeared J Q who having been first duly sworn Deposes and says that he /she (tiny -460. t1r/N#Ontents of the affidavit that he /she signed. Notary Seal /Stamp ....... ... ...... __.. Notary Public Signature My Commission Expires: _ _a a _Oq ORIGINAL RECEIVED A':� 27 2007 C: \DOCUME- 11XTRA \LOCALS -1 \TEMP \Comprehensive Infill Project (FLD) 200MXW4 DEPARTMENT Page 8 of 8 Cil`( OF CLEPONATER Diane Nelson - Pinellas County Tax Collector Page 1 of 1 HOME PAGE I TAXCOLLECTOR WEB SITE I ONLINE PAYMENT HELP I CONTACT TAX COLLECTOR Pinellas County Website Diane- -Nelsonac wHo .tawolllect:lo%J7 C017tftrfR+ d to citizelf- cmeenw NOTICE OF AD VALOREM TAXES & NON -AD VALOREM ASSESSMENTS AD VALOREM TAXES PINELLAS COUNTY TAX COLLECTOR 2005 REAL ESTATE TAX/NOTICE RECEIPT FOR PINELLAS COUNTY RE 067942 -3 PAY IN U.S. FUNDS TO DIANE NELSON TAXCOLLECTOR * P.O. BOX 10832 • CLEARWATER, FL 33757 -8832 • (727) 562 -3262 GROSS TAX AMT DATE PAID RECEIPT NO REGISTER VALIDATED AMT $441,495.80 11/30/06 009381 15 $423,835.97 Misc Code Escrow Milla a Code Milla a Rate RATE CW 21.7640 Assessed Value Exempt Value Taxable Value 20,285,600 0 20,285,600 Parcel# 17/29/15/00000/220 /0200 Site Address 521 S GULFVIEW BLVD DECADE GULFCOAST HOTEL PTNRS J K GULFVIEW N19 W24130 RIVERWOOD DR # 100 WAUKESHA , WI 53188 -1131 Legal Description BEG AT NW COR OF LOT 1 BLK C OF BAYSIDE SUB #5 TH N54DW 65.14FT FOR POB TH CONT N54DW 467.74 TO NE Non Ad- Valorem Taxing Authority Taxes Levied TAXING AUTHORITY MILLAGE TAXES LEVIED RATE COUNTY- AGGREGATE 6.1000 $123,742.17 SCHOOL -STATE LAW 5.0460 $102,361.14 SCHOOL -LOCAL BD. 3.1640 $64,183.64 CITY 5.2088 $105,663.63 SW FLA WTR MGMT. .4220 $8,560.52 PINELLAS ANCLOTE .4000 $8,114.24 PIN.CO.PLN.CNCL. .0195 $395.57 JUV. WELFARE BD. .7963 $16,153.42 SUNCST. TR.AUTH. .6074 $12,321.47 ORIGINAL RECEIVED K AR 12 200' PLANNING DEPARTMENT CITY OF CLEARWATER iVfs- al'yisualGov.com Co ri ht ©1999 -2005 VisualGov Solutions, LLC. All rights reserved. I Privacy Policy I Terms of Use Go http:// www. visualgov .com/pinellascounty/bcc.aspx ?pin = 17/29/15/00000/220 /0200 3/12/2007 Exhibit "A" Legal Description A parcel of land in Section 17, Township 29 South, Range 15 East, Pinellas County, Florida, being more particularly described as follows: From the Northwesterly corner of Lot 1, Block C of BAYSIDE SUBDIVISION No. 5, as recorded in Plat Book 38, Page 38 of the Public Records of Pinellas County, Florida; thence run N54 025'30 "W, 65.14 feet along the Southerly line of Gulfview Boulevard for a POINT OF BEGINNING; thence continue N54 °25'30 "W along said Southerly line of Gulfview Boulevard, 467.74 feet to the Northeasterly corner of Lot 43 in LLOYD-WHITE-SKINNER SUBDIVISION as recorded in Plat Book 13, Page 12 of the Public Records of Pinellas County, Florida; thence run. S35 °34'30 "W, 400.00 feet to the bulkhead line; thence S54 025'30 "E, 316.13 feet; thence along a curve to the left, radius 534.30 feet, arc 213.63 feet, chord bearing S65 052'45 "E, chord 212.21 feet; thence S77 °20'00 "E, 37.38 feet; thence N12 040'00 "E, 351.56 feet to the POINT OF BEGINNING. ORIGINAL. RECEIVED VAR 12 2007 [PLANNING DEPARIIVIENT CITY OF CLEARWATEE ATTACHMENT B ENTRADA PROPOSED USES • The proposed request is for the modification of the existing development order to add a 6,144 SF conference center and modify the existing parking lot layout in the southeastern corner of the project. The conference center will be an accessory use to the approved hotel. The first floor will be limited to surface parking, elevator landings and stairways. The second floor will include the conference center area with a maximum height of 15'- 7" from BFE to the top of deck. The currently approved development includes 77 condominium units, 189 overnight accommodations, accessory retail and office and 381 parking spaces ORIGINAL RECEIVED APR' 2 7 1007 PLANNING DEPARTMENT CITY OF CLEARWATER 0 ATTACHMENT C DESCRIPTION OF REQUEST • • Addition of a 6,144 SF conference center with a height of 15' -7" from BFE to top of roof deck. • Reduction in minimum stacking space within driveway to 24.5 ft. ORIGINAL RECEIVE[ APR 2 7 2007 PLANNING DEPARTMENT CITY OF CLEARWATER ATTACHMENT D GENERAL APPLICABILITY CRITERIA The following responses provide justificadon for this project being consistent with the City of Clearwater Land Development Code. 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character change of adjacent properties in which is located. a. The conference center will be a two story 15' -7" high addition (from BFE to roof deck) to the approved project The conference center is approximately 6,144 SF, which amounts to a small addition to the currently approved development The surrounding character includes multi story condominiums and hotels with bulk, coverage and density in proportion to this development and City code. 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. a. The conference center will be set back 13.6 feet minimum from the east property line, and the pavement surrounding the center will be set back a minimum of 3.22 feet. The low height of the building will not hinder or discourage additional tourist development. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. a. The conference center will be an accessory use to the hotel providing a space for meetings or special events. There is no activity associated that would be a detriment to the health and safety of persons in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. a. The conference center does not have an impact on traffic congestion on the beach since it is an accessory use to a hotel. The site provides parking in excess of the City requirements, and all parking is located on-site without impact to the surrounding rights of way. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. a. The conference center architecture is designed to tie into the approved Entrada Mediterranean architecture with arched parking garage entrances, aluminum railings, decorative stucco squared windows and architectural parapet This design would be consistent with Beach by Design and surrounding approved developments. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. a. The design of the conference center includes a parking garage on the first floor to conceal and control the access points, and reduce automobile related noise. The surrounding parking lot is shown to be landscaped to provide a buffer from adjacent properties. The hours of operation will be consistent with the site and surrounding tourist catered environmental that operated both during the day and at night ORIGINAL RECEIVED " `! it ?Ki PLANNING E A City F C�WA ER & ATTACHMENT E • COMPREHENSIVE INFILL PROJECT CRITERIA The following responses provide justification for this Comprehensive thrill Redevelopment Projec4 consistent with the City of Clearwater Land Development Code. 1. The development or redevelopment is otherwise impractical without deviation from the use and /or development standards set forth in the zoning. a. The deviation requests allow the addition of a conference center to the project as a major change to the previously approved development order. 2. The development or redevelopment will be consistent with the goals and policies of the comprehensive plan, as well as with the general purpose, intent and basic planning objectives of this code, and with the intent and purpose of this zoning district. a. The comprehensive plan and tourist zoning encourage the development of businesses that cater to the tourist industry including hotels with accessory retail and conference centers. The addition of the conference center will provide a special event and meeting area that is lacking on Clearwater Beach. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. a. The conference center will be set back 13.6 feet minimum from the east property line, and the pavement surrounding the center will be set back a minimum of 3.22 feet. The low height of the building will not hinder or discourage additional tourist development, 4. Adjoining properties will not suffer substantial development. a. There is no known detriment as a result center as an accessory use to the hotel. detriment as a result of the proposed of constructing a two story conference 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: A. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; a. The conference center is a permitted accessory use to the hotel in the tourist zoning district code. B. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; a. The conference center would provide a special event/ meeting area as a hotel accessory use. Currently there is a lack of meeting areas that could cater to both tourist and business customers to provide room for conventions or other events. This space would fill a void that would increase the economic tourist base and create catering jobs to facilitate the service to the facility. C. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; a. The expansion of the conference center is a redevelopment of the existing hotel to provide a meeting /special event center allowing the hotel to0$% o group sales and RECEIVED 2 ,1 2001 �, " k„MING DEPARTMENT special events. Thisould increase the economic abiloof the beach to provide a hotel with the ability to service groups. D. The proposed use provides for the provision of affordable housing; a. Not applicable E. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or a. The expansion is part of a hotel redevelopment surrounded by similar development without the need for rezoning. F. The proposed use provides for the development of a new and /or preservation of a working waterfront use. a. The conference center is part of the redevelopment and preservation of an existing waterfront hotel. 6. Flexibility with regard to use, lot width, required setbacks; height and off - street parking are justified based on demonstrated compliance with all of the following design objectives: A. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district. a. The conference center will be set back 13.6 feet minimum from the east property line, and the pavement surrounding the center will be set back a minimum of 3.22 feet. The low height of the building will not hinder or discourage additional tourist development. B. The proposed development complies with applicable design guidelines adopted by the city; a. The conference center complies with Beach by Design architectural design criteria with similar architecture to the approved Entrada plans. The use is consistent with the tourist district for hotel accessory use. C. The design, scale and intensity of the proposed development supports the established or emerging character of an area; a. The conference center is an accessory use to the approved Entrada project that does not add additional intensity or units to the project The two story height of the building is aptly designed so as not to block views of the hotel to the beach. The center enhances the emerging character of the area as an upscale tourist district with room for groups and special events. D. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements. • Changes in horizontal building planes; The horizontal building changes include the decorative parapet with raised entrance feature, decorative windows with arched molding, decorative columns on the water side second floor, aluminum railings and z raised window molding. W LL r c Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, LU W balconies, railings, awnings, etc; The architecture uses extensive columns to accent Uc\t W°the water side second floor balconies. The balconies utilize a 42" high aluminum j z crailing. A decorative cornice surrounds the proposed parapet a g� a • Variety in materialalors and textures; The buildi aterials include smooth round columns with decorative cornices with stucco building walls accented by an aluminum railing. • Distinctive fenestration patterns; The building includes decorative stucco squares, arched window trim and balconies accented by raised trim. • Building stepbacks; and • Distinctive roofs forms; The two story building is accented by a raised parapet with decorative cornice along with a raised marquee centered on the building above the parapet. E. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. a. The redevelopment of the existing parking lot and construction of the conference center include the expansion of the existing side buffer from 2.95 feet to 3.22 feet minimum plus the addition of hedges and trees to buffer the site. The conference center is set back 13.0 feet from the side property line which exceeds the minimum 10 foot setback. The existing parking lot is being reconfigured and landscaped to be consistent with the approved Entrada design. ORIGINAL RECEIVED APR 2 7 2007 pLANNING DEPARTMENT CITY OF CLEARWATER 41 fi 0— -47 Ad 4V r ORIGINAL RECVVFD ,�,,A?R 17 2007 PLANNING DEPARTIMEN I CITY OF CLEAPWATU., ■ice -Vol. ow ........... A116 f I� • 0 O 0 1 G Lk: W W _ Q 41 Z® •,. / J 3 OBaa`r'.ln Blrl.•_� w -c• z CWNOC SCYJ Z � aaaillRia ...; � 1 � � t t r r • U) ;� �" aa:itlEEOA Q E ,i!IERAL LANDSCAPE NOTES ,f `' • -.5� ••• + v sru�w ax • / ,. I.�w�.. Mr.sr rr sr /.Ln er, . uMr. r a.Y •.rw �rrE. r olw.r wL.. a � \ � • � y r A.•`.+. � / i M 1....,rrr rl. r O.d r ♦ • r •ry... r Ol...v rM..., 0141. N Mt rwL'I LW r rY. Iar IM./I .LIY'. �� �` ' �� 'h.� � w � Y �iy / Ti Bib IM - i.,w• Lm M rr M * A Q / ]. 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FXRROtYIMON'.ME ARar1EO0 KON 7AYAC L AwOMIM N0. u blw ()]1) 7ssF 2. O¢ AOOI¢bx !wm6URM1F aw PMtaa 17/29A5/W000/230/N00 ; s 0000 Y 3 PRL14R UK Nom yB pp�jj C ti N10P0KID U6L• RmORIN. Ipla • MAL /1[ A M2.1at00 V M7 AC i • WTK IM A bMM IF 2�sy 7. OE16AOM bum ffiOi4 .y��( 10-19 FROIR laov 30Y IA1Eprt IM 451 _ 6N 10-79 REM 7 SOB1,IO1T 10.! PAYA0IT 1r1 � d� 0. AU.OM NL M. xF1a1T TO iE 36-109 R r00. IOWT TO 6R I1f 010&9 1 w pPROPJlm Fl1pl 6P[ 1'D NO' 0M. 6. 6010 OPJR RLL 67 LOC.UTfD M AR OIaO® OP/ACI011 10. 114TaFq rMM PRpICT 6010AIVE ORL w 6U61671m a PM OF `-L 6UIDN0 Pt w PAd5N3L 11. ALL oslul® alAf7OO ARM r111F1 I6WT -W -'MY /INL K SODOM ,L A IIRU676 =M " MKT K RLr04O MO Rn+LKru rn1 OJNL �. SKWL . A iN01fM 0 TO MTW VWnK Cblanaa W 1a R PA TAO"" 1 L pM (1M wwf)(1 VARA1oN9 6 ¢ 160 VAW (10 NO VAM NCIlOOD) OPOUMY PAIgIQ M M617)(7 .AOM/U" . 154 VAR6 (s NO VAR{ N0.U060) L PIIbIO PARgIQ O VAOQ TOTAL F V y 6 ale wi.." O VIA MAL T• 6TAINUOa IO7AA.aaO 16 WAM TOT& Cs7 Q 1,000! OPVL O . f VARf TOT& TGTK .A aXaba . 607 VAOEO TOTAL f4 A W W CMWPV VC K 97x1& PACKAGE ILL K OAMM O. U t0. Om VAR AID Rearalax —Aar 'M ARE QUE N1 TO HXIrIR q ■{ S OF 8a rwbr. # 9 16 URIITY GfO�lfb Aw tlOLIRI® W M PROAOSTY aATKY )( 17. MOr AR IO OIMgRRNT/ILY U6RI[ A OR-9 1 IL M OIE h L00.A= r ROW 701E W 0" 10.00. ! (S0. EISO Ia00. IL L R.AO 1rM FIAI[ WSW MAT CRDXI M SWM/O" it A AOA 60111x !MlKr tw. 60ErYK AOMWIT TO M X1E 20. A 6VA W R-O-a FWO ILL BE REDUM FOR ALL MW ,11M M R-O-r . ANY K M AEN Wa 6VR1(O OMT r[ .11llal0 TQ M CRY. OQ OW (77>) 167 -�A6 N ROW QSO AT M YSMCPK RIRNLLS RUA10. X. E 6A.. TNT ®et ®OED Eamak A wmlw Rak q ;1406F 2&140! A.W. L IDOL on .1T 0X-00 Y (bole 1"" s (7Av - a mrx aFn soArwrARa1R65>m 7lls��tOwww1 R6r56R WPM. atl6OlOL 0. i01M. BDO PO /IRk 20860 9 M142I SI E som. 6609PAw1 ARk "L0 9 112IMP a DIM RIO - F. TOM VrPa9 Wk 19WIW OF (OO" WJV.14 /(0.O Rb WMr 0 fr0R0 TaAA1MIk 21 7N PARax .A0�3 bft 9PADD ..ate o.•- x waAR ARFk 4a0-00 IF ONO Al a01, - L Ni6011 UAON/AE — ILI.TaO ■ (L30 YI601 f 0"" UNR9a 4 GF D ;�l-2 o4 • Property Smarts, Inc. 1191 Taylor Ave. Dunedin, Fl. 34698 Landscape Services 727 - 224 -1063 / fax 727 - 736 -1771 Entrada Project 521 S. Gulfview Blvd. Clearwater, Fl. Tree Inventory Tree # Description Grade 1 Sabal palmetto, "Cabbage palm ", 16' clear trunk 2 Sabal palmetto, "Cabbage palm ", 17' c.t. 3 Sabal palmetto, "Cabbage palm ", 11' c.t. 4 Sabal palmetto, "Cabbage palm ", 11' c.t. 5 Sabal palmetto, "Cabbage palm ", 14' c.t. 6-19 Washingtonia robusta, "Mexican fan palm ", 8' c.t 20 Washingtonia robusta, "Mexican fan palm ", 14' c.t. 21 Acoelorrhaphe wrightii, "Paurotis palm ", 20' multi 22 -27 Washingtonia robusta, "Mexican fan palm ", 8' c.t. 28 Acoelorrhaphe wrightii, "Paurotis palm ", 13' multiple 29 Sabal palmetto, "Cabbage palm ", 13' c.t. 30 Phoenix reclinata, "Senegal Date palm ", 20' single stem 31 Phoenix reclinata, 22' quadruple stem 32 Sabal palmetto, "Cabbage palm ", 10' c.t. 33 Sabal palmetto, "Cabbage palm ", 16' c.t. 34 Sabal palmetto, "Cabbage palm ", 14' c.t. 3 4 3 3 3 (newly planted) 1 1 3 (newly planted) 3 4 4 4 3 5 4 Grading: 1 - Top quality tree, full head or canopy, good trunk caliper and condition, specimen worth saving or transplanting. 2 - Good condition, few defects, minor pruning required to improve grade, consider saving or transplanting. 3- Fair condition, pruning required to improve condition, not much value. 4 - Poor condition, major problems structurally or nutritionally, poor trunk condition. 5 - Near dead, no value, hazardous, should be removed. 6 - Dead. aLLF L) LU LU< ® a0, ° �� Z LL Dec 07 04 04:48p j off ke i er i eber 17274431294 HOLI DAY 'YNNNfr2DE 72: s9s s726 12/� os -.40PM P. 6fl1 PROPERTIES, INC. December 7, 20014 City of Clearwater city ball 112 S. Osceola Avenue Clearwater, FL 33756 Re: Solid Waste Issues Attu: Wayne Wells This letter will serve as our assurance to hold the Solid Waste DepEdrnent and the City of Clearwater harmless for any and all damage done by the solid waste truck's to the pavers aocwed in the staging area in front of the hotel located at 521 S. Gulfview Blvd. 'T1ds includes but is not limited to the dumping of oil and liquids on the pavers while on site and any damage done as a result of the weight of the truck. if you are in need of further assurances; please contact me at your earliest convenience. very truly yowl, Jeff keie�leber ,J Z ix W W Iag _ 401 SECOND STREET ® `ck IX INDIAN ROCKS BEACH, FLORIDA 33765 � t w we 727 - 595 -5484 FAX 727.596.4628 zU 0 �0 z� s. P.2 Dec 07 04 04:48p Jeff keierleber 17274431294 HOLIDAYINN"I sSIDE 727 595 5726 12 /* QS:40pm P. 002 Decern: ,ter 7, 2004 City of Clearwater City Ball 112 S. Osceola Avenue Clearwater, FL 33756 Re: Tuff c Issues Attn: Wayne Wells This letter will serve as our commitment to pay for the redesigned signaled intersection. It is our understanding that this commitment will consist of restriping the intersection. If you need further infomation or commitment; please contact me at your earliest convenience. 1� truly yours, Jeff eierleber L j poi a -- Z m 401 SECOND STREET � INDIAN ROCKS BEACH, FLORIDA 33785 < 0 727 -595 -9484 • FAX 727.596 -4825 ® Q W ® LU V CD 0 0. poi 0 0 STORMWATER NARRATIVE The project consists of the redevelopment of an existing hotel and parking lot, and the construction of a new condominium building. The stormwater runoff from the existing hotel and parking lot will maintain existing drainage patterns and conditions. The stormwater treatment for the new condominium building will be provided by a concrete vault system located in the first floor parking garage. The proposed conference center will be constructed over existing pavement and require no additional stormwater volume from the previous submittal. A SWFWMD permit exemption has been issued for this project. ORIGINAL. RECEIVED °."R 2 7 2007 PLANNING DEPARTMENT CITY OF CLEARWATER r Keith ayac & Associates lue. Civil Engineering. Landscape Architecture; Planning Mr. Richard Alt, P.E. Southwest Florida Water Management District 7601 Highway 301 North Tampa, Florida 33637 - 6759 (813) 985 7481 Re: Entrada (Clearwater, Florida) SWFWMD Application No. TO BE ASSIGNED KZA Project No. 319 -04 Dear Mr. Alt: PERMITS 317 -04 101 Philippe Pkwy, Ste 205 Safety .Harbor, FL 34695 (727)793 -9888 Phone (727) 793 -9855 Fax 1<eithzayac a,ao1.corn April 27, 2004 Please accept this transmittal as a formal request for issuance of a letter from SWFWMD indicating NO PERMIT REQUIRED. To tills effect, the following are enclosed /attached: • Two (2) copies of 8.5" X I l " aerials indicating existing conditions • Two (2) copies of l 1" X 17" survey indicating existing conditions • Two (2) copies of I l" X 17" site plan indicating proposed conditions • Two (2) copies of location map • One (1) copy of Permit Inquiry Checklist Additionally, the following table summarizes the existing and proposed conditions: Thank you for your assistance with this project. Please contact us if there are any questions. Sincerely, EXIS'T'ING PROPOSED CONDITIONS CONDITIONS Total Impervious Area 193,91.7 1.94,920 ft' Paved Area (ft) 1.65,852 89,310 Total Site Area (ft) 212,1.48 212,148 Thank you for your assistance with this project. Please contact us if there are any questions. Sincerely, Keitb,'Zaytafc & Associates, Inc. �i FO/ Kelth E. ayac, P.E., RLA eLU LU S Pre ident I W ;9 % 0 Cc: FILE 0� - � oe FST p Entrada z0� Southwest Florida n c Water Management District Sec/Twp /R ge: 17/29S/15 E ag �LU o 6 E) (9� . An Equal Bartow Service Office Lecanto Service Office Opportunity 170 Century Boulevard 3600 West Sovereign Path Employer Bartow, Florida 33830.7700 Suite 226 (863) 534 -1448 or Lecanto, Florida 34461 -8070 1- 800 -492 -7862 (FL only) (352) 527.8131 SUNCOM 572 -6200 SUNCOM 667 -3271 Watson L Haynes 11 Chair, Pinellas Heidi B. McCrea Vice Chair, Hillsborough Judith C. Whitehead Secretary, Hernando Talmadge G. "Jerry" Rice Treasurer, Pasco Edward W. Chance Manatee Thomas G. Dabney Sarasota Maggie N. Dominguez Hillsborough Ronnie E. Duncan Pinellas Ronald C. Johnson Polk Janet D. Kovach Hillsborough Patsy C. Symons Desoto David L. Moore Executive Director Gene A. Heath Assistant Executive Director William S. Bilenky General Counsel December 15, 2004 Jeff Keierleber Decade Gulfcoast Hotel Partners and J.K. Gulfview, LLC N19W 24130 Riverwood Drive, Suite 100 Waukesha, WI 53188 3t -7-6+ e �- 2379 Broad O—aet, Brooksville, Florida 34604 -6899 (352) 796 -7211 or 1- 800 - 423 -1476 (FL only) SUNCOM 628 -4150 TDD only 1- 800 - 231 -6103 (FL only) On the Internet at. WaterMatters.org Sarasota Service Office 6750 Fruitville Road Sarasota, Florida 34240 -9711 (941) 377 -3722 or 1500- 320 -3503 (FL only) SUNCOM 531 -6900 Subject: Project Evaluation - Permit Not Required Project Name: Entrada z0� EX 1189 C= w � �< Eig Sec/Twp /R ge: 17/29S/15 E ag �LU o 6 E) (9� . zo CL December 15, 2004 Jeff Keierleber Decade Gulfcoast Hotel Partners and J.K. Gulfview, LLC N19W 24130 Riverwood Drive, Suite 100 Waukesha, WI 53188 3t -7-6+ e �- 2379 Broad O—aet, Brooksville, Florida 34604 -6899 (352) 796 -7211 or 1- 800 - 423 -1476 (FL only) SUNCOM 628 -4150 TDD only 1- 800 - 231 -6103 (FL only) On the Internet at. WaterMatters.org Sarasota Service Office 6750 Fruitville Road Sarasota, Florida 34240 -9711 (941) 377 -3722 or 1500- 320 -3503 (FL only) SUNCOM 531 -6900 Subject: Project Evaluation - Permit Not Required Project Name: Entrada Inquiry Number: EX 1189 County: Pinellas Sec/Twp /R ge: 17/29S/15 E Latitude /Longitude: 27 058'04.00 " /82 049'42.00" Tampa Service Office 7601 Highway 301 North Tampa, Florida 33637 -6759 (813) 985 -7481 or 1500- 836-0797 (FL only) SUNCOM 578 -2070 Reference: Rule 40D- 4.041, Florida Administrative Code (F.A.C.) Subsection 373.40 6(6 Florida Statutes (F.S.) Dear Mr. Keierleber: The District has reviewed the information you submitted on September 14, 2004 for the project referenced above and has determined that an Environmental Resource Permit (ERP) will not be required for site redevelopment resulting in a decrease of total impervious and vehicular use area. The information received by the District will be kept in the Tampa Service Office to support the District's determination regarding your project. The District's determination that your project does not require an ERP is only applicable pursuant to the statutes and rules in effect at the time the information was submitted and may not be valid in the event subsequent changes occur in the applicable rules and statutes. Additionally, this notification does not mean that the District has determined that your project is permanently exempt from permitting requirements. Any subsequent change you make in the project's operation may necessitate further evaluation or permitting by the District. Therefore, you are advised to contact the District before beginning.the project and before beginning any activity which is not specifically described in your submittal. Your timely pursuit of this activity is encouraged to avoid any potential rule changes that could affect your request. This letter constitutes notice of Final Agency Action of the project listed above. A request for hearing must. (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action, or proposed action, (2) state all material facts disputed by the person requesting the hearing or state that there are no disputed facts, and (3) otherwise comply with Chapter28 -106, F.A.C. Copies of Sections 28- 106.201 and 28- 106.301, F.A.C. are enclosed for your reference. Permit No.: EX 1189 Page 2 December 15, 2004 A request for hearing must be filed with (received by) the Agency Clerk of the District at the District's Brooksville address within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on which this notice is deposited in the United States mail. Failure to file a request for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's action in this matter is not available. - Enclosed is a "Noticing Packet" that provides information regarding the District Rule 40D- 1.1010, F.A.C., which addresses the notification of persons whose substantial interests may be affected by the District's action in this matter. The packet contains guidelines on how to provide notice of the District's action, and a notice that you may use. If you have questions regarding this matter, please contact Richard M. Alt, P.E., at the Tampa Service Office, extension 2045. Please reference the Project Name and Inquiry Number in future communications concerning this project. Sincerely, 6i Alba E. Mas, P.E., Director Tampa Regulation Department AEM:RMA:elb Enclosures: Noticing Packet (42.00 -047) Section 28- 106.201 and 28- 106.301. F.A.C. cc: Inquiry No. EX 1189 Keith Zayac, P.E., Keith Zayac and Associaties, Inc. % 04 03- 368930 RUG -29 -2003 2:57pn PINELLAS CO BK 13028 PG 1722 0 C14- y lU1 TURIN To: 16 (CC) J First American Title ins. Co. 25400 US 19 N, Suite 135 Clearwater, Fl, 33763 This Instrument prepared by: William H. Diamond DeCampo. Diamond & Ash 805 Third Avenue, Sixth Floor New York, New York 10022 /�� Affer Pecnrri;rt •�: T�,..� t Mary Neese Fert], Esq. Quarles & Brady LLP 411 East Wisconsin Avenue Milwaukee, WI 53202 G(% AMT ... Cc - C;SDR2i9 C D 5g NT FEES At rF PIC R*/ TC)TA! -7 SPECIAL WARRANTY DEED • KARLEEN F. DE I+LAKER, CLERK T i:Ell!F'T F'INELLAS C-10MY, FLORIDA `t .2 I1.1•{1 �l' L'�- l vl LLV . J I L�I l� t� 51 DED -JK C'<1LF!IIEV LLC 10611_t. I t : 03W930 RK :13028 SF'G:1 ?22 EF'G: L , RECORDING 002 F %P 1 V, STAMP - DR2019 3 $90 442.1p: TOTAL: CHECK P,MT. TENDERED: VD 452. CHANGE: $.t0), BY __L' DEF$1TY CLERK KARLEEN F. DE RLAKER, CLERK OF CrjLpT PINELLAS C4-KY, FLORIDA (M 414 -308 :1 �c 3 OA -2y -200,; 15:0:10 MBW 51 DED- DECADE GULFCOAST HOLTEL 0.00000 REUEMIE TOTAL: $4.50 CHECK AMT .TMEREDc $4.5 CHANGE: $,0 RY -------- DEFIITY CLERK THIS SPECIAL WARRANTY DEED made as of thus day of August, 2003 by AGH PSS I, INC., a Delaware corporation, whose mailing address is 4501 North Fairfax Drive, Arlington, Virginia 22203, hereinafter called the Grantor, .to (a) DECADE GULFCOAST HOTEL PARTNERS LIMITED PARTNERSHIP, a Florida limited partnership whose mailing address is N19 W24130 Riverwood Drive, Suite 100, Waukesha, WI 53188 and whose Tax I.D. Number is 59- 3399884 as to an undivided 84% tenancy -in- common interest and .(b) JK GULFVIEW LLC, a Florida limited liability company whose mailing address is N19 W24130 Riverwood Drive, Suite 100, Waukesha, WI 53188and whose Tax I.D. number is 391 - 5&0.859 as to an undivided 16% tenancy in.- common interest, such entities being = hereinafter collectively called the Grantee (whenever used hereunder the terms "Grantor" and "Grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals; and the successors and assigns of corporations, limited partnerships and limited liability companies): WITNESSETH:. That the Grantor, for and in consideration of the sum of Ten ($1.0.00) DoI:)ars. and .other valuable considerations, receipt whereof. is hereby - acknowledged,. hereby grants, 'bargains,. sel Is, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Pinellas County, Florida, described as follows: -A survey and tie m of"a parcel of land Jn Section l7, Township 29 South, Range ] S E, further - described a.sfollows: From the Northwesterly comer of Lot 1, Block C of Bayside Subdivision No. 5 as recorded in Plat Book 38, Page 38 of the Public Records of Pinellas: County, Florida; thence run North 54.deg. 25'30" West 65.14 feet along the Southerly line of Gulfview Boulevard for a Point of Beginning; thence continue North 54 deg. .25'30" West along said Southerly line of Gulfview Boulevard, 467.74 feet to the Northeasterly corner of Lot 43 in Lloyd- White - Skinner Subdivision as recorded Plat Book l3, Page 12 of the Public Records of Pinellas County, Florida; thence run South 35 deg. 34'30" West 400.00 feet to zM o AIX C) N f LU cQ, t+ M PINELLRS COUNTY FLR OFF.REC.BK 13028 PG 1723 the bulkhead line; thence South 54 deg. 25'30" East 316.13 feet; thence along a curve to the left, radius 534.30 feet, arc 213.63 feet, chord bearing South 65 deg. 52'45" East, chord 212.21 feet; thence South 77 deg. 20'00" East 87.38 feet; thence North 12 deg. 40'00" East 351.56 feet to the Point of Beginning. And being the same land conveyed to Grantor by Special Warranty Deed dated February 12, 1998 and recorded in Official Record Book 9996 Page 1018 SUBJECT TO taxes for the year 2003 and subsequent years and those certain Permitted Exceptions (as defined in Section 3.03 of that certain Purchase and Sale Agreement dated as of July 10, 2003 between Grantor, as seller, and Decade Properties, Inc., as purchaser, as amended and as assigned to Grantee). NOTE: Tax Folio Number of said real property is 17/29/15/00000/220 /0200. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND the grantor -hereby warrants the title to said land and will defend the same against the lawful claims of all persons claiming by, through or under the said grantor, except as set forth above, but not otherwise. IN WITNESS WHEREOF, the said grantor has set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in the:presence of: Name: l,!%l1LJs Name: . , Comrnor,tJec1F h D� rq,iu' CL c r n TR GF V4R, nsa `7 ) _ - r�- vr— �.ii..QlJVlt�- COUNTY - OF AIZL-INGTON -- AG.H PSS I C., a Delaware corporation By: Name: 725 2[t: c-F /L&,��,Sm Title: Ch 4f -- C��o ercL7/ —r' ORT, Q e ►" The for o``' �instrument was acknowle. eed before me his 2i day of August, 2003, ,. by t+Ce _ W� Its as U n r of AGH PSS 1, Inc_ ....- Delaware corporation, on behalf of the corporation, who is orally known o me. Notary 11411c � t¢fe�.r+r r. Zoos W gX C= LM r" L) r� The for o``' �instrument was acknowle. eed before me his 2i day of August, 2003, ,. by t+Ce _ W� Its as U n r of AGH PSS 1, Inc_ ....- Delaware corporation, on behalf of the corporation, who is orally known o me. Notary 11411c � t¢fe�.r+r r. Zoos INST t 92-250709 ;1INELLAS COUNTY FL,) Property Appra=ir ED No. i,03 27, 1?921- 5I31PM i Griatec's . Tax ED No. OFF-REC.BK 8012 F*C3 14 2 'SPECIAL WARRANTY DEED THIS DEED ' Re.. made on this 21st day of August, 1992, by the solution Trust COrporationr & corporation organized and existing under the laws of the United States, as CONSERVATOR for HOLLYWOOD , VINGS.: --BANK, FSB, - -grantor, ---to -DECADE -PROPERTIES j- INC. , graritee. hose address is 250 Patrick Blvd.Ste.140 , Milwaukee, n..153.045. IN CONSIDERATION of $10.00 and other good and valuable consideration paid by Grantee, Grantor does hereby remise, release, and forever quitclaim to grantee that real property located in the County of Pinellas, State of Florida, and more particularly described as followst See Exhibit A attached hereto. TOGETHER WITH all.the estate and rights of Grantor in such property. Grantor does. hereby fully warrant the title to the above-described property and will defend the same against the lawful claims of all persons claiming by, through or under Grantor and no other. IN WITNESS WHEREOF, Grantor has caused this instrument to be signed by its duly authorized representative on the day and Year first above written. RESOLUTION TRUST CORPORATION, ZECDPDQaG AS. CONSERVATOR.,FOR HOLLYWOOD FEDERAL SAVINGS BANK, K, FSB FS r _F B Printed N y R;4y Printed N V Witness 136G qq ATTORNEY-IN-ACT P.O. Box 20587, Tampa, FL 33602 +Prted Name: Documentary Tax Pd. st-1 Intangible Tax Pd. Karloen F. De -5!Lko, Ci,-,. k, Phailas C o v noy By Depury Clerk OF Florida.. . . Y OF :"klils . borc LMLUL 3656 NUE. NORTH MMMURG.4L 33rn3 Kt)RL;EEN F. DEBLAKER, K REC ORE, VERIFIED BY: �a G­Wby P LU M LU r O ff C= C-1 LOU Z Z Ll Line Items: Receipt #: 1200700000000001868 Date: 03/02/2007 Tran Code Description Revenue Account No 3/2/2007 10:21:46AM Amount Paid FLD2007 -03008 04 Flexible Commercial 010 - 341262 1,205.00 Line Item Total: $1,205.00 Payments: Method Payer Initials Check No Confirm No How Received Amount Paid Check RAMADA INN GULFVIEW R D 1042 In Person Payment Total: THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Page 1 1,205.00 $1,205.00 cReceipt.rpt e, D q16 CLWCoverSheet 0 FLD2007 -03008 521 S GULFVIEW BLVD ENTRADA PLANNER OF RECORD: WW ATLAS # 285A ZONING: T LAND USE: RFH RECEIVED: 03/02/2007 INCOMPLETE: COMPLETE: MAPS: PHOTOS.- STAFF REPORT: DRC: CDB: WeIIs,'Wayne From: Wells, Wayne Sent: Wednesday, September 05, 2007 11:21 AM To: 'Keith Zayac' Subject: RE: Comprehensive Sign Program - 521 S. Gulfview Blvd. Keith - The old one was for the new building, which is not on the horizon yet. So, it is of no value to you with this new CSP application. Ensure the information requested on the application is what is submitted. I am out of the office starting at noon today through Friday. Basically, just get it submitted as soon as possible. Wayne - - - -- Original Message---- - From: Keith Zayac [mailto:keith @keithzayac.com] Sent: Wednesday, September 05, 2007 11:16 AM To: Wells, Wayne Subject: Re: Comprehensive Sign Program - 521 S. Gulfview Blvd. Wayne, I have a call into Jeff and am awaiting a response. Could you email or fax over a copy of the original CSP application and incompleteness letter. I already prepared another one but I will work with the existing. Keith E. Zayac, P.E., RLA Keith Zayac & Associates, Inc. 701 Enterprise Road, Ste 404 Safety Harbor, FL 34695 727 - 793 -9888 phone 727 - 793 -9855 fax - - - -- Original Message - - - -- From: <Wayne.Wells @myClearwater.com> To: <keith @keithzayac.com> Cc: < neil .thompson @MyClearwater.com >; < Gayle.Elliott @myClearwater.com> Sent: Tuesday, September 04, 2007 11: Subject: Comprehensive Sign Program - Keith - < Sherry .Watkins @myClearwater.com >; 39 AM 521 S. Gulfview Blvd. A time extension to submit a Comprehensive Sign Program (CSP) was granted at the applicant's request and given until August 15, 2007, to submit the CSP. It is now September 4, 2007, and no CSP application has been submitted. Could you please advise as to when such application will be filed with us? If not soon, enforcement action will be initiated. Additionally, there was a CSP filed April 27, 2004, at the same time as the FLD case for the Entrada project (SGN2004- 04016). This application was deemed incomplete, with a letter sent to Jeffrey Keierleber on September17, 2004. We are going to show this application as withdrawn in our files and allow the money submitted under that application to be used for the new CSP application soon to be filed. Therefore, no application fee will be necessary for the new CSP application. Thanks. Wayne 1 From: Keith Zayac [keith@keif;"hzayac.com] Sent: Thursday, August 02, 2007 8:14 AM To: Wells, Wayne Cc: Thompson, Neil Subject: Re: 521 S. Gulfview Blvd. Wayne, I called Chris Sullivan on July 31, 2007 looking for the sign details. He advised me that he spoke with Neil regarding needing a little more time and a two week extension was granted. Keith E. Zayac, P.E., RLA Keith Zayac & Associates, Inc. 701 Enterprise Road, Ste 404 Safety Harbor, FL 34695 727 - 793 -9888 phone 727 - 793 -9855 fax - - - -- Original Message - - - -- From: <Wayne.WellsCmyClearwater.com> To: <keith@keithzayac.com> Sent: Thursday, August 02, 2007 7:29 AM Subject: 521 S. Gulfview Blvd. Keith - On July 19, 2007, a letter signed by Steven D. Cooper of Decade Properties was delivered to our office to induce the issuance of a Certificate of Occupancy for the southern hotel tower under Building Permit #BCP2006- 12289. This letter indicated a Comprehensive Sign Program would be filed with our office by you no later than August 1, 2007. As of this date, no such Comprehensive Sign Program has been submitted. Could you please update me as to the status of such Comprehensive Sign Program application? Wayne 2 • Wells, Wayne From: Wells, Wayne Sent: Tuesday, September 04, 2007 11:40 AM To: Keith Zayac (E -mail) Cc: Thompson, Neil; Watkins, Sherry; Elliott, Gayle Subject: Comprehensive Sign Program - 521 S. Gulfview Blvd. Keith - • A time extension to submit a Comprehensive Sign Program (CSP) was granted at the applicant's request and given until August 15, 2007, to submit the CSP. It is now September 4, 2007, and no CSP application has been submitted. Could you please advise as to when such application will be filed with us? If not soon, enforcement action will be initiated. Additionally, there was a CSP filed April 27, 2004, at the same time as the FLD case for the Entrada project (SGN2004- 04016). This application was deemed incomplete, with a letter sent to Jeffrey Keierleber on September17, 2004. We are going to show this application as withdrawn in our files and allow the money submitted under that application to be used for the new CSP application soon to be filed. Therefore, no application fee will be necessary for the new CSP application. Thanks. Wayne From: Keith Zayac [keith @keithzayac.com] Sent: Thursday, August 02, 2007 8:14 AM To: Wells, Wayne Cc: Thompson, Neil Subject: Re: 521 S. Gulfview Blvd. Wayne, I called Chris Sullivan on July 31, 2007 looking for the sign details. He advised me that he spoke with Neil regarding needing a little more time and a two week extension was granted. Keith E. Zayac, P.E., RLA Keith Zayac & Associates, Inc. 701 Enterprise Road, Ste 404 Safety Harbor, FL 34695 727 - 793 -9888 phone 727 - 793 -9855 fax - - - -- Original Message - - - -- From: <Wayne.Wells @myClearwater.com> To: <keith @keithzayac.com> Sent: Thursday, August 02, 2007 7:29 AM Subject: 521 S. Gulfview Blvd. Keith - On July 19, 2007, a letter signed by Steven D. Cooper of Decade Properties was delivered to our office to induce the issuance of a Certificate of Occupancy for the southern hotel tower under Building Permit #BCP2006- 12289. This letter indicated a Comprehensive Sign Program would be filed with our office by you no later than August 1, 2007. As of this date, no such Comprehensive Sign Program has been submitted. Could you please update me as to the status of such Comprehensive Sign Program application? Wayne { Review Comments of Changes to Entrada, 521 S. Gulfview Blvd. September 21, 2006 1. A Conference Center has been added in the southeast portion of the property that was not part of the original approved project. This Conference Center is not a Minor Revision. Either: • Remove the Conference Center from the plans and return the parking area to that previously approved (or as modified for Phase 2 construction — see comments below); or • File an application for Flexible Development approval by the CDB to have the Conference Center added to the project. If you choose this option, then the plans need to deal with the following: a. Exits from one stairwell for Conference Center must go to the outside and have an accessible path to a public way. Revise. b. There is no handicap accessible path relationship for pedestrians to get from the hotel to the Conference Center. Revise. c. Dumpster enclosure in southeast corner is not accessible by trash truck, as there is inadequate maneuvering area for truck access and it requires the truck to back out quite a distance (new Conference Center alters access). 2. Show tiki but in southeast corner (change line weight to black) and show fencing for jet ski business. 3. Parking stall minimum length has been revised to 18 feet. 4. Show the columns in front of Phase 1 construction (as shown on the Minor Revision approved December 28, 2005). 5. Based on the circumstances of Phase 1 construction where "bump outs" required new columns farther out from the existing face of the building, wherein this was included in the Minor Revision approved December 28, 2005, will Phase 2 construction require similar "bump outs" and new columns? If so, show the new columns and the extended structure (we don't want to be doing this again). 6. On the east side of the Phase 2 tower, there is a "proposed asphalt pavement" approximately 25 feet in width shown going to the building. Unclear what this pavement is for and is proposed where the approved plans indicated a wood deck and large a/c pad. What is happening with the deck and a/c pad (see Sheet 9/10)? 7. On the east side of the Phase 2 tower, there are two parking spaces proposed that are in a location that the approved plans showed an electrical transformer and metal shed: • If the electrical transformer and metal shed are being removed, I can understand the shed removal, but show the new location of where is the transformer is going; • On Sheet 4/10 there is a landscape area in the corner that is indicated as interior landscape area, but on Sheet 9/10 there is no landscape materials indicated for this area. Revise. Page 1 of 3 8. Show the steps and handicap ramping at the southeast corner of the Phase 2 tower (next to the outdoor seating area). 9. Show the outdoor seating area next to the seawall as it has been constructed. 10. Show the existing sign location (as shown on the Minor Revision approved -December 28, 2005). 11. There are two existing fire hydrants in front of this, property. There is a new FDC proposed for the new building on the north, where the FDC is within 40 feet of one fire hydrant.. The plans show an existing FDC on the front of the existing building (Phase 1), with a fire hydrant over 120 feet away. The Fire Department rules require the FDC to be within 40 feet of a fire hydrant. The Fire Department wants the existing FDC on the front of the existing building (Phase l) moved to be within 40 feet of the fire hydrant (Jim Keller, 562 -4327, ext. 3062). Revise Sheet 6 of 10. 12. Sheet 9/10 - There .can be no landscaping within the sight visibility triangles on South Gulfview Boulevard between 30- inches and eight feet. Relocate trees from visibility triangles. Revise. 13. Sheet 9/10 - There can be no landscaping other than sod within the waterfront visibility triangles. Revise. 14. Sheet 9/10 - A minimum of 25 percent of the trees must be shade trees. Suggest shade trees in interior landscape areas and perimeter areas where there is sufficient growth area and where shade trees can greater shade the parking areas. Revise. 15. Sheet 4/10 (and other sheets) - There is a rectangle shown between the row of handicap parking spaces and the existing building, but nowhere is it identified as to what it is. Identify or remove. 16. Sheet A2.01 - While it is indicated that Level 1 is proposed with 83 parking spaces, the numbering of the spaces is off. There is no space #145 (renumber spaces 146 - 184 to 145 -183). 17. Ensure the proposed/provided parking counts on Sheet 4/10 and Sheet A1.01 are accurate. 18. Sheets A1.01 and A1.03 seem to indicate a Level 5 deck and pool on the south side of the new building, however, the floor plans on Sheet A2.03 for Level 5 do not show any access to this outdoor deck and pool area (shown on approved plans by CDB when it was a hotel on Level 5). Revise ( ?). 19. Unclear why PH Unit B on Sheet A2.05 has two entry doors, one main at the foyer and a second into the media room. No other dwelling has two entry doors remotely located. Unit H on Sheet 2.03 (Level 5) and Sheet A2.04 (Levels 6 - 10) has two entry doors, but they are both at the foyer. Unless required by Building/Fire Code, remove one entry door from each of these units. 20. Provide the floor plans for Levels 12 and 13 (Sheets A2.05 and A2.06 ?). 21. Unclear why the terrace on the northwest side of the building is not broken up between PH Unit A and PH Unit B. The terrace seems to be outside the guest bedroom of PH Unit B, but is not accessible to PH Unit B. Revise /advise. 22. Sheet A3.01 - Covered entry appears larger width -wise than depicted on Sheet 4/10 and Sheets A1.01, A1.02 and A1.03. Revise /advise. Page 2 of 3 % d 23. Sheet A3.01 (also Sheets A3.02 and A3.04) — On top of Phase 2 tower of the existing hotel being remodeled, unclear what is intended by "new roof pavilions ". Does this mean rooftop occupancies by guests? 24. There is what appears to be enclosed or walled in area shown on Sheets 4/10, 5110, 6/10, 9/10, A1.01, A1.02, A1.03 and A2.01 between the Phase 1 tower and the new building on the ground level (Level 1) in front of spaces 144 and 146 that does not show up on the elevations on Sheets A3.01, A3.02, A3.11 and A3.12. Check Building/Fire Codes as to whether this building/structure causes issues with separation between the existing and proposed buildings. Either remove from Sheets 4/10, 5110, 6/10, 9/10, A1.01, A1.02, A1.03 and A2.01 or show the design on Sheets A3.01, A3.02, A3.11 and A3.12. 25. Since the existing building is primarily located within a Velocity Flood Zone, provide documentation that all ground floor habitable spaces, with the amount of' remodeling/renovation proposed, can remain below Base Flood Elevation (BFE). 26. Since your letter is asking for clarification regarding a lot split, placing the hotel on one lot and the proposed residential building on a separate lot, provide a drawing (potentially Sheet 4/10) where this proposed lot line would be placed so that we could ascertain whether there are any Code issues that would arise with such lot split. As a matter of Code process, such lot split would be a Release of Unity of Title and a Minor Lot Adjustment, since the property today is legally described under one parcel number and, most likely, the split into two lots will not follow platted lot lines. S: (Planning DepartmentlCD BIFLEX (FLD)Ilnactive or Finished Applicationsl Gulfview S 0521 Entrada (T) - ApprovedTeview Comments of Changes to Entrada 9.21.06.doc Page 3 of 3 _ _- _ - _ _-_ -- __,^-- --_ -__ ___-�_____ _ i( //�/��C� / ` \ =~� �� ( ` | n Civil Engineering, l.,andscalje Archi.tectmv, Planning October 23, 2006 Mr. Wayne Wells City of Clearwater Planning Department 100 S. Myrtle Ave. Clearwater, FL RE: FLD2004- 04025 521 S GULVIEW BLVD. Dear Mr. Wells: 701 S. Enterprise road lE., Ste 404 Safety Harbor, AFL :34695 (72'7)'793-9888 Phone (727) '193..9955 F'ax Iceitla(a)lceathzayac; _�ritn EB 9351 1.,026000212 ORIGINAL RECEIVED OCT 2 5 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Enclosed please find 2 sets of information addressing comments received from City staff including the following items: 1. A Conference Center has been added in the southeast portion of the property that was not part of the original approved project. This Conference Center is not a Minor Revision. Either: • Remove the Conference Center from the plans and return the parking area to that previously approved (or as modified for Phase 2 construction — see comments below); or ® File an application for Flexible Development approval by the CDB to have the Conference Center added to the project. If you choose this option, then the plans need to deal with the following: a. Exits from one stairwell for Conference Center must go to the outside and have an accessible path to a public way. Revise. b. There is no handicap accessible path relationship for pedestrians to get from the hotel to the Conference Center. Revise. c. Dumpster enclosure in southeast corner is not accessible by trash truck, as there is inadequate maneuvering area for truck access and it requires the truck to back out quite a distance (new Conference Center alters access). a. The conference center has been removed from the plans. The parking configuration has been modified to coincide with the revised dumpster location and previously submitted plans. 2. Show tiki but in southeast corner (change line weight to black) and show fencing for jet ski business. ® The tiki -hut has been revised to be a black color on the plans. Also we have added a 6' high chain link fence with two swing gates for the jet ski business. Page 1 of 5 Parking stall minimum length has been revised to 18 feet. • The parking spaces are proposed to be 19 ft or 1 ft above minimum. 4. Show the columns in front of Phase 1 construction (as shown on the Minor _. Revision approved December 28, 2005). v'� • The column location in front of the Phase 1 construction has been called out and added to the plans. ased on the circumstances of Phase I construction where "bump outs " required new columns farther out from the existing face of the building, wherein this was included in the Minor Revision approved December 28, 2005, will Phase 2 construction require similar "bump outs" and new columns? If so, show the new columns and the extended structure (we don't want to be doing this again). :f There are no bump outs anticipated for phase 2. On the east side of the Phase 2 tower, there is a `proposed asphalt pavement" approximately 25 feet in width shown going to the building. Unclear what this pavement is for and is proposed where the approved plans indicated a wood deck and large a/c pad What is happening with the deck and a/c pad (see Sheet 9110)? �� • This area has been revised so that it is clearly labeled for a loading zone. The existing deck has been called out for demolition, but the existing A/C unit will remain intact. 7. On the east side of the Phase 2 tower, there are two parking spaces proposed that e in a location that the approved plans showed an electrical transformer and metal shed: • If the electrical transformer and metal shed are being removed, I can understand the shed removal, but show the new location of where is the transformer is going; 1. The site plan has been revised so that the existing transformer and metal shed will remain in the current location. • On Sheet 4110 there is a landscape area in the corner that is indicated as interior landscape area, but on Sheet 9110 there is no landscape materials, indicated for this area. Revise. 1. Areas that are depicted to be interior landscaped areas have been revised to include landscape material as noted on sheet 9 of 10. 8. S ti'v the steps and handicap ramping at the southeast corner of the Phase 2 tower (next to the outdoor seating area). • The civil plans have been revised to include the new construction for - Phase 2 adjacent to the outdoor seating area. 9. Show the outdoor seating area next to the seawall as it has been constructed. • See the previous response number 8. 10. Show the existing sign location (as shown on the Minor Revision approved December 28, 2005). • The civil plans have been modified to reflect the existing sign location that is proposed to remain. 11. There are. two existing fire hydrants in front of this property. There is a new FDC proposed for the new building on the north, where the FDC is within 40 feet of Page 2 of 5 one fire hydrant. The plans show an existing FDC on the front of the existing building (Phase 1), with afire hydrant over 120 feet away. The Fire Department rules require. the FDC to be within 40 feet of a fare hydrant. The Fire Departmwants the existing FDC on the front of the existing building (Phase 1) �eviseSheet6o o be within 40 feet of the fare hydrant (Jim Keller, 562 -4327, ext. 3062). f 10. • The 'FDC location for Phase 1 has been called out to be relocated within 40 feet of the proposed fire hydrant assembly. Also, all other FDC locations are within 40' of a fire hydrant assembly. 12. Sheet 9110 — There can be no landscaping within the sight visibility triangles on South Gulfview Boulevard between 30- inches and eight feet. Relocate trees from visibility triangles. Revise. • On sheet 9 of 10 trees have been rearranged so that they do not encroach into the required site visibility triangles. Also, a note has been depicted on the plans stating, "No plant material shall be installed within any visibility triangle that is taller than 30 inches and 8 feet." 13. Sheet 9/10 — There can be no landscaping other than sod within the waterfront ility triangles. Revise. On sheet 9 of 10 trees have been modified so that they do not encroach into the required waterfront visibility triangle. 14. Sheet 9110 — A minimum of 25 percent of the trees must be shade trees. Suggest shade trees in interior landscape areas and perimeter areas where there is sufficient growth area and where shade trees can greater shade the parking areas. Revise. • The landscape plan has been modified so that there are over 25% of shade trees within the subject site. 15. Sheet 4110 (and other sheets) — There is a rectangle shown between the row of handicap parking spaces and the existing building, but nowhere is it identified as to what it is. Identify or remove. • The rectangular area has been called out on the site plan as "equipment shelter." 16 Sheet A2.01 — While it is indicated that Level 1 is proposed with 83 parking spaces,, the numbering of the spaces is off. There is no space #145 (renumber spaces 146 —184 to 145 —183). • The parking spaces have been renumbered to match the 83 spaces provided. 17. Ensure the proposed/provided parking counts on Sheet 4110 and Sheet A1.01 is accurate. • The parking count has been coordinated between the Civil Engineer and the Architect. 18. Sheets A1.01 and A1.03 seem to indicate a Level 5 deck and pool on the. south side of the new building, however, the floor plans on Sheet A2.03 for Level 5 do not show any access to this outdoor deck and pool area (shown on approved plans by CDB when it was a hotel on Level 5). Revise ( ?). Page 3 of 5 • Please find enclosed revised sheet A2.03 that now depicts a club, fitness, pool bath, and pool access. 19. Unclear why PH Unit B on Sheet A2.05 has two entry doors, one main at the foyer and a second into the media room. No other dwelling has two entry doors remotely located. Unit H on Sheet 2.03 (Level 5) and Sheet A2.04 (Levels 6 —10) has two entry doors, but they are both at the foyer. Unless required by Building /Fire Code, remove one entry door from each of these units. • The second entry door on unit A sheet A2.05 has been removed at your request. The second entry doors located in the foyer of other unit are required by the FBC and must remain. 20. Provide the floor plans for Levels 12 and 13 (Sheets A2.05 and A2.06 ?). • Sheets A2.05 and A2.06 were included in the set. Not sure why you did not have those sheets, but please find enclosed sheets in the current set. 21. Unclear why the terrace on the northwest side of the building is not broken up between PH Unit A and PH Unit B. The terrace seems to be outside the guest bedroom of PH Unit B, but is not accessible to PH Unit B. Revise /advise. • A privacy wall has been added to the exterior terrace between units PH A and PH B. 22. Sheet A3.01 — Covered entry appears larger width -wise than depicted on Sheet 4110 and Sheets A1.01, A1.02 and AL 03. Revise /advise. • Sheet A3.01 has been revised to show the covered entry at the correct width. 23. Sheet A3.01 (also Sheets A3.02 and A3.04) — On top of Phase 2 tower of the existing hotel being remodeled, unclear what is intended by "new roof pavilions ". Does this mean rooftop occupancies by guests? • The "new roof pavilions" depicted on sheet A3.01 are not meant for occupancy. They are architectural features to hide the mechanical equipment. 24. There is what appears to be enclosed or walled in area shown on Sheets 4110, 5110, 6110, 9110, A1.01, A1.02, A1.03 and A2.01 between the Phase 1 tower and the new building on the ground level (Level 1) in front of spaces 144 and 146 that does not show up on the elevations on Sheets A3.01, A3.02, A3.11 and A3.12. Check Building /Fire Codes as to whether this building /structure causes issues with separation between the existing and proposed buildings. Either remove from Sheets 4110, 5110, 6110, 9110, A1.01, A1.02, A1.03 and A2.01 or show the design on Sheets A3.01, A3.02, A3.11 and A3.12. • This one story, structure is an exit access corridor to provide egress from the parking structure. It is a 2 -hr fare rated corridor and will not cause a separation issue between the buildings. It is depicted on sheet A3.01. 25. Since the existing building is primarily located within a Velocity Flood Zone,' provide documentation that all ground floor habitable spaces, with the amount of remodeling /renovation proposed, can remain below Base Flood Elevation (BFE). • The project attorney is working with staff on this comment. Page 4 of 5 r C' 26 Since your letter is asking for clarification regarding a lot split, placing the hotel on one lot and the proposed residential building on a separate lot, provide a drawing (potentially Sheet 4110) where this proposed lot line would be placed so that we could ascertain whether there are any Code issues that would arise with such lot split. As a matter of Code process, such lot split would be a Release of Unity of Title and a Minor Lot Adjustment, since the property today is legally described under one parcel number and, most likely, the split into two lots will not follow platted lot lines. ® The project attorney is currently working on this comment. We have also depicted the lot line with an access easement over it as shown on the site plan. Sincerely, Richard MarcE Keith Zayac & Page 5 of 5 Keith Zayac & Associates, Inc. Civil Engineering, Landscape Architecture, Planning October 23, 2006 Mr. Wayne Wells City of Clearwater Planning Department 100 S. Myrtle Ave. Clearwater, FL RE: FLD2004 -04025 521 S GULVIEW BLVD. Dear Mr. Wells: 701 S. Enterprise Road E., Ste 404 Safety Harbor, FL 34695 (727) 793 -9888 Phone (727) 793 -9855 Fax keith@keithzgyac.com EB 9351 LC26000212 ORIGINAL RECEIVED OCT 2 5 2006 PLANNING DEPARTMENT CITY OF CLEARWATER Enclosed please find 2 sets of information addressing comments received from City staff including the following items: 1. A Conference Center has been added in the southeast portion of the property that was not part of the original approved project. This Conference Center is not a Minor Revision. Either: • Remove the Conference Center from the plans and return the parking area to that previously approved (or as modified for Phase 2 construction — see comments below); or • File an application for Flexible Development approval by the CDB to have the Conference Center added to the project. If you choose this option, then the plans need to deal with the following: .a. Exits from one stairwell for Conference Center must go to the outside and have an accessible path to a public way. Revise. b. There 'is no handicap accessible path relationship for pedestrians to get from the hotel to the Conference Center. Revise. c. Dumpster enclosure in southeast corner is not accessible by trash truck, as there is inadequate maneuvering area for truck access and it requires the truck to back out quite a _distance (new Conference Center alters access). a. The conference center has been removed from the plans. The parking configuration has been modified to coincide with the revised dumpster location and previously submitted plans. 2. Show tiki but in southeast corner (change line weight to black) and show fencing for jet ski business. • The tiki -hut has been revised to be a black color on the plans. Also we have added a 6' high chain link fence with two swing gates for the jet ski business. Page 1 of 5 3. Parking stall minimum length has been revised to 18 feet. • The parking spaces are proposed to be 19 ft or 1 ft above minimum. 4. Show the columns in front of Phase I construction (as shown on the Minor Revision approved December 28, 2005). • The column location in front of the Phase 1 construction has been called out and added to the plans. 5. Based on the circumstances of Phase I construction where "bump outs" required new columns farther out from the existing face of the building, wherein this was included in the Minor Revision approved December 28, 2005, will Phase 2 construction require similar "bump outs" and new columns? If so, show the new columns and the extended structure (we don't want to be doing this again). • There are no bump outs anticipated for phase 2. 6 On the east side of the Phase 2 tower, there is a "proposed asphalt pavement" approximately 25 feet in width shown going to the building. Unclear what this pavement is for and is proposed where the approved plans indicated a wood deck and large a/c pad. What is happening with the deck and a/c pad (see Sheet 9110)? • This area has been revised so that it is clearly labeled for a loading zone. The existing deck has been called out for demolition, but the existing A/C unit will remain intact. 7. On the east side of the Phase 2 tower, there are two parking spaces proposed that are in a location that the approved plans showed an electrical transformer and metal shed: • If the electrical transformer and metal shed are being removed, I can understand the shed removal, but show the new location of where is the transformer is going; 1. The site plan has been revised so that the existing transformer and metal shed will remain in the current location. • On Sheet 4110 there is a landscape area in the corner that is indicated as interior landscape area, but on Sheet 9110 there is no landscape materials indicated for this area Revise. 1. Areas that are depicted to be interior landscaped areas have been revised to include landscape material as noted on sheet 9 of 10. 8. Show the steps and handicap ramping at the southeast corner of the Phase 2 tower (next to the outdoor seating area). • The civil plans have been revised to include the new construction for Phase 2 adjacent to the outdoor seating area. 9. Show the outdoor seating area next to the seawall as it has been constructed. • See the previous response number 8. 10. Show the existing sign location (as shown on the Minor Revision approved December 28, 2005). • The civil plans have been modified to reflect the existing sign location that is proposed to remain. 11. There are two existing fire hydrants in front of this property. There is a new FDC proposed for the new building on the north, where the FDC is within 40 feet of Page 2 of 5 one fire hydrant. The plans show an existing FDC on the front of the existing building (Phase 1), with afire hydrant over 120 feet away. The Fire Department rules require the FDC to ' be within 40 feet of a fire hydrant. The Fire Department wants the existing FDC on the front of the existing building (Phase 1) moved to be within 40 feet of the fire hydrant (Jim Keller, 562 -4327, ext. 3062). Revise Sheet 6 of 10. • The FDC location for Phase 1 has been called out to be relocated within 40 feet of the proposed fire hydrant assembly. Also, all other FDC locations are within 40' of a fire hydrant assembly. 12. Sheet 9110 — There can be no landscaping within the sight visibility triangles on South Gulfview Boulevard between 30- inches and eight feet. Relocate trees from visibility triangles. Revise. • On sheet 9 of 10 trees have been rearranged so that they do not encroach into the required site visibility triangles. Also, a note has been depicted on the plans stating, "No plant material shall be installed within any visibility triangle that is taller than 30 inches and 8 feet." 13. Sheet 9110 — There can be no landscaping other than sod within the waterfront visibility triangles. Revise. • On sheet 9 of 10 trees have been modified so that they do not encroach into the required waterfront visibility triangle. 14. Sheet 9110 — A minimum of 25 percent of the trees must be shade trees. Suggest shade trees in interior landscape areas and perimeter areas where there is sufficient growth area and where shade trees can greater shade the parking areas. Revise. • The landscape plan has been modified so that there are over 25% of shade trees within the subject site. 15. Sheet 4110 (and other sheets) — There is a rectangle shown between the row of handicap parking spaces and the existing building, but nowhere is it identified as to what it is. Identify or remove. • The rectangular area has been called out on the site plan as "equipment shelter." 16 Sheet A2.01 — While it is indicated that Level I is proposed with 83 parking spaces, the numbering of the spaces is off. There is no space 9145 (renumber spaces 146 —184 to 145 —183). • The parking spaces have been renumbered to match the 83 spaces provided. 17. Ensure the proposed/provided parking counts on Sheet 4110 and Sheet A]. 01 is accurate. • The parking count has been coordinated between the Civil Engineer and the Architect. 18. Sheets A]. 01 and A1.03 seem to indicate a Level 5 deck and pool on the south side of the new building, however, the floor plans on Sheet A2.03 for Level 5 do not show any access to this outdoor deck and pool area (shown on approved plans by CDB when it was a hotel on Level 5). Revise ( ?). Page 3 of 5 4 • Please find enclosed revised sheet A2.03 that now depicts a club, fitness, pool bath, and pool access. 19. Unclear why PH Unit B on Sheet A2.05 has two entry doors, one main at the foyer and a second into the media room. No other dwelling has two entry doors remotely located. Unit H on Sheet 2.03 (Level 5) and Sheet A2.04 (Levels 6 —10) has two entry doors, but they are both at the foyer. Unless required by Building /Fire Code, remove one entry door from each of these units. • The second entry door on unit A sheet A2.05 has been removed at your request. The second entry doors located in the foyer of other unit are required by the FBC and must remain. 20. Provide the floor plans for Levels 12 and 13 (Sheets A2.05 and A2.06 ?). • Sheets A2.05 and A2.06 were included in the set. Not sure why you did not have those sheets, but please find enclosed sheets in the current set. 21. Unclear why the terrace on the northwest side of the building is not broken up between PH Unit A and PH Unit B. The terrace seems to be outside the guest bedroom of PH Unit B, but is not accessible to PH Unit B. Revise /advise. • A privacy wall has been added to the exterior terrace between units PH A and PH B. 22. Sheet A3.01 — Covered entry appears larger width -wise than depicted on Sheet 4110 and Sheets A1.01, A1.02 and AL 03. Revise /advise. • Sheet A3.01 has been revised to show the covered entry at the correct width. 23. Sheet A3.01 (also Sheets A3.02 and A3.04) — On top of Phase 2 tower of the existing hotel being remodeled, unclear what is intended by "new roof pavilions ". Does this mean rooftop occupancies by guests? • The "new roof pavilions" depicted on sheet A3.01 are not meant for occupancy. They are architectural features to hide the mechanical equipment. 24. There is what appears to be enclosed or walled in area shown on Sheets 4110, 5110, 6110, 9110, A1.01, A1.02, A1.03 and A2.01 between the Phase 1 tower and the new building on the ground level (Level 1) in front of spaces 144 and 146 that does not show up on the elevations on Sheets A3.01, A3.02, A3.11 and A3.12. Check Building /Fire Codes as to whether this building /structure causes issues with separation between the existing and proposed buildings. Either remove from Sheets 4110, 5110, 6110, 9110, A1.01, A1.02, A1.03 and A2.01 or show the design on Sheets A3.01, A3.02, A3.11 and A3.12. • This one story structure is an exit access corridor to provide egress from the parking structure. It is a 2 -hr fire rated corridor and will not cause a separation issue between the buildings. It is depicted on sheet A3.01. 25. Since the existing building is primarily located within a Velocity Flood Zone, provide documentation that all ground floor habitable spaces, with the amount of remodeling /renovation proposed, can remain below Base Flood Elevation (BFE). • The project attorney is working with staff on this comment. Page 4 of 5 26 Since your letter is asking for clarification regarding a lot split, placing the hotel on one lot and the proposed residential building on a separate lot, provide a drawing (potentially Sheet 4110) where this proposed lot line would be placed so that we could ascertain whether there are any Code issues that would arise with such lot split. As a matter of Code process, such lot split would be a Release of Unity of Title and a Minor Lot Adjustment, since the property today is legally described under one parcel number and, most likely, the split into two lots will not follow platted lot lines. • The project attorney is currently working on this comment. We have also depicted the lot line with an access easement over it as shown on the site plan. Sincerely, Richard MarrA Keith Zayac & Page 5 of 5 ENTRADA Mot 1,. 114, -WO Ri, I A q -i H. iu*-, 'T VE IA- TZ t. Ith ORIGINAL RECEIVED OCT 2 5 2006 PLANNING DEPARTMENT NT CLWWATER n'� Gillett Assodai RDT GROU) 1543101 Second S— Sans ,,., Fldd. 342.1 941 - 957{477 941-957-4151 W—ci F- dd(t.com zw u ■ 1111p, 11" .c.— F*1 11 DA-E ARL 26, 2006 @ C,py,,g,l 2304 SCALE S.EE, I-- COVEF, 1-3:13— 4 O LL W Q O A MIXED USE DEVEL —EY. ENTRADA RAMADA INN DLEL!I!L' --TS - HOTEL PL—ID—L— CODE 2—EDITI- A %IFICAT�a: ENTIAL ELvDV- '.TIO�: TrrLOSED EJILDe� AREA ° 9.m,0 bF. EXIST AREA9 ERRACE AREA LOr D 6Pt PORTIW6 _ =Op SF PER P=RSON GRDSS DmR ELE _ E oM ES RJS ROa= AND ELEVATOR rtEOHANICAL LEVEL Q BCILDwG Hi BY CODE. 10m 4BOVE 865E FLOOD ELEV. ADD Oa ABOVE BASE FLOOD ELEv RLOTION: TYPE II - -E FLOOR LOAD: SEE 5Tk,IC— —6 DES- --A— l DETERY D BY— PROV1510.:66 A50E c SFWKKLERED 1— PER 600mFP— I-- _LLY FIR=_ _ FRO,ECTED BLDG. PER 6^_crtG. Apl (3m 3.41 LNIT Exli ADDE56.:tp f-- E% EIIT R icuER9 4RE &'tOKEPROOF iO4ER5 RATED EGRcoRa DoR PER FBC SOUTH GULFVIEW BOULEVARD =0& R R AEO __..___— ___.�.�_._.. lflE:5CEIX \ /l 6��L�v Ago -------------- ----------------------------------- A� �Q 4x>i <tE0 HOIEI p 4 GULF OF MEXICO — CLEARWATER PASS B — gNINOyE = C — F9rt11DfrE = r — FENruDeE ,E.�aE SITE PLAN e 6� 5 3 o CAAFWC SCALE: uoRtw KEY DIAGRAM j 51; it N rEET: I—S 1 - 30' nni Gillett Associal ARDTReO ROUcI Ardureaure • Planar �,.uam • 1,,� • 1�ad�o 1543 -101 S—d sac sansBm,Flouda 3423 941 - 957-0477 941- 957 -4151 F- dd@g lk=,dccom BUILDING AREA TABULATIONS -I V sP6cE_ 1i6 A 1.1 LDG i0..EG.. ARrA SF>..RC05 RCMG LEVE AIX LEVEL: uT9< PA-'- LEVEL PIC6 LE EL 6 Rf6DE CE m ttPICAL LEVEL b —1DENCE ]CTIm 4REA t6F� 6 bc9 I i —L — 1DENGE —E C4T10 L l EL 5 RE61DEN E =<T,mm m�Pl^AC 1m RE0Z T4,1i0 nR B B Ip0 \ \\ �`LEVEL --S- 1= —T— -8— EVEL 13_ I,SIm - AL BJILD w RES10ENaAL: Tl 11NIi9 CLLER PAbCrw: O L EK^._05ED eUILDUG 6REp.619 34am76 6F. TOTAL TEFUC6G_ B;ILDING AREA: oiAL OrGPANi LOAD: ll DUELLRGS 7 -TEL: 4E PA— M07ELt b5 oTEL s Bx Il6m <5F Pi.OtL3TfLL 10 O ) 2 I99 P PPuAaAARfR¢CsKC U: MG „_15= 4 w5 6PPATAO9 C� ME1 E 9 S ts Mc —1S0P_AUDC M=NAc. i lCi 9 b P H HCT bC ) . < REOJ1-D PARKING CHART �D LEVEL 1 9iSJITES FL 3 - CLLELL�9 X = STARBCOKS VEL 5 �00Pf.F OFFICE OTAL� 3a<PARKING 5. ACES AL , NOTE. ALL —1— r�OJIeED x 1 . E5 OC1REp 6PACE5 ARE VAN --F SOUTH GULFVIEW BOULEVARD =0& R R AEO __..___— ___.�.�_._.. lflE:5CEIX \ /l 6��L�v Ago -------------- ----------------------------------- A� �Q 4x>i <tE0 HOIEI p 4 GULF OF MEXICO — CLEARWATER PASS B — gNINOyE = C — F9rt11DfrE = r — FENruDeE ,E.�aE SITE PLAN e 6� 5 3 o CAAFWC SCALE: uoRtw KEY DIAGRAM j 51; it N rEET: I—S 1 - 30' nni Gillett Associal ARDTReO ROUcI Ardureaure • Planar �,.uam • 1,,� • 1�ad�o 1543 -101 S—d sac sansBm,Flouda 3423 941 - 957-0477 941- 957 -4151 F- dd@g lk=,dccom x ��' a0 z —gin vu� _ — wnaaer trwecr ^LRIL KEY DIACsRAM — 61TE PLAN GRAPHIC SCALE: NORTH ("I � 1,E =3o' nn, Gillett Associat A i GROUT Architecture - Plannir 5.nron -Miami • Inodov 1543-101 S<cond S- S— ,Florida 3423 941- 957 -4477 941 - 957 -4151 Paz dd@giltcnu&t G a w oU x H� I W � , a m DATE: NE 29, 2006 @ Copyright 2004 SCALE: 1` 30' -0' SITE PLAN GROUND LEVEL PARK SHEET NUMBER =I, 1Y — !Q'ti0 "LE C — !pRiWSE 1� J ?tIXry KEY0IACsR4M t� 51TE PLAN GRAPHIC 9CCLE: NORTw t�EwFEE30, rn, 1 Gillett Associat ARDT GROU1 Architecture - Plannir. l— .-iM —•r .doo 1543-101 S—d S- S—., Florida 3423 941 - 957 -4477 941- 957 -4151 Fu dd@gill —dt.— G J vat �V .l W� F� pC7 r�T1J W a IT T. DATE: .IAf 29, 2006 I r.,.,,,,.:��� Dona SITE PIAA TYPICAL FLOOR LEVELS 6 -10. SHEET N'UMHER. A1.03 ,h.4.s ..�. "-�� �� Y ,-�" . !� �1❑❑ s s, ' "h"Z,T` sd�' t " - "A Il T ( LOBBY � ! E- 3 �P a Fl Associat RAMP STARBUCKS 70 LEYLEP 1 KEY D RAMP UP ENTRY OM LEVEL — TRASH PICKU S— .•s. ic G — x iR -, . LO —r U d- AREA SLAB �n '� U Vin$. iR45H 1543-101 Sxond Stu '` ' �' "O Sar —, Florida 3423 TI DISPeER'ifA1r HOLDING 941- 957 -4477 OPENING IN WALL °"'- '� " "= A etG ei 941-957-4151 F m FROM Y -0" TO 8'- LEVEL'1— S° - ddQapllcmcd . ENTRY RAMP DN - -- _ _ FROM LEVEL - _ — TRA IC AR'1 FIRE FUMP Q TRASH 'm' weer ! GEC TOR YD1 �� r'j _I LEVEL B ENTIR :m e - RAMP DN w� m� TO LEVEL l w > ee r TRASH u ��' ^ STORAGE 1 s y MP ADA E+ UP a >6 RAM ;BIKE STORAGE r� u 1n C Z TO TRASH 1 ,,; e3 u' - iRAr'FIC ART1 1e, gee O PICKUP AREA TRASH HOLDING B rn m ns am ' m � 'u f___. F- TRAFFIC ----------- . rye ' o, AR M /TOWER ABOVE LEVEL a /TOWER ABOVE LEVEL 1 a :ss ,xexe wrour:xrx .xe wrxua ox woc.xmxx. xexvrx um . . I ,___ xor ae emowm on uxm w .xr 53 SPACES 0 __, 1O SPACES b rs HCTEL . .xce wmt xmea•. cmx '� uw DATE: AR3 26 2006 © Cmpy,ig,t 2004 _ SCALE: 1/16- t' -0- SITEPLAN FLOOR PLAN LEVEL I � LEVEL 2 PARKING LEVELS L Y !-. 1 & 2 FU8' IG HOTEL GRAPHIC SCALE: NORTH - SHEET NUMBER LEVEL 3 CCKXMNlldi KEY DLdGW 11— LEVEL 4 cGNDOMINlm SITE PLAN GR4PNIC SCALE; NOM �� SCALE MFfEt: Oil Gillett Associat ARDT GROU1 Amlutec I 1 RPlanniI �o • ts,m • L�a� 1543 -101 Sccond S-. S—.., F1o66 3423 941 - 957-4477 941- 957 -4151 Fax dd@}illattntdt.— Q H z w G Na w I p- 0 t x co a^ I w ■ DATE: APPoL 26, 2006 © Co0Yr19ni 2004 SCALE: 1/16- : f O' FLOOR P PARKING LEVELS 3 k 4 SHEET NUMBER. A2.02 UNIT F^ 1350 5F TOTAL a �� 1101111 u■■{F_,Rau�1 � 1111I Al 130 5z !W 5F TEFRACE d L 3 UNIT C �y *- 2b45 SP A� 230 SF TER�41-: ,* 2115 67 TOTAL UNIT 5 u' UNIT A 2150 SF A/c 730 SF 7ER4WE 2 ED 12 Irz 5TH 2380 5F TOTAL WO SF A/C ISO TERRACE ' - -- -" 1450 5F TOTAL reum w a RnrtR WR1: a 3rA �a - R>rER� 'aStEF ' 1 ^\ z o— FExnacE tiW>n 52Ldl HA3iFR J = ro�RFSWJh TnWllt' a E UNIT L -- 2 8D / 2 4 DTP z �vatxrn 1655 5F A/C W S TEWACE PI I MIT--m 1835 5E TOTAL n R I�SRA)•1 23465E TOTALL - FLOOR PLAN �.� CAxaP141c SCALE! 1 / 1611= 11 -011 Fnil Gillett Associat AADT GAO ,1 Ambiteaure • Plannlc S—. -mf -Wvdon 1543-101 Sxond S- Saruota, Florida 3423 941 - 957-4477 941 - 957 -4151 F. dd(al* dccom s AA1101311 A10001.11 a V a� 01 rr1 w ' a DATE: W 29, 2006 © Co9Yr,gnl 2004 SCALE: 1/16 - = 1' -0" FLOOR PLAN LEVEL 5 SHEET NUMBER: A2.03 u■■{F_,Rau�1 3rA �a - R>rER� 'aStEF ' 1 ^\ z o— FExnacE tiW>n 52Ldl HA3iFR J = ro�RFSWJh TnWllt' a E UNIT L -- 2 8D / 2 4 DTP z �vatxrn 1655 5F A/C W S TEWACE PI I MIT--m 1835 5E TOTAL n R I�SRA)•1 23465E TOTALL - FLOOR PLAN �.� CAxaP141c SCALE! 1 / 1611= 11 -011 Fnil Gillett Associat AADT GAO ,1 Ambiteaure • Plannlc S—. -mf -Wvdon 1543-101 Sxond S- Saruota, Florida 3423 941 - 957-4477 941 - 957 -4151 F. dd(al* dccom s AA1101311 A10001.11 a V a� 01 rr1 w ' a DATE: W 29, 2006 © Co9Yr,gnl 2004 SCALE: 1/16 - = 1' -0" FLOOR PLAN LEVEL 5 SHEET NUMBER: A2.03 UNIT A U41T E I W I I 5TH 80 9 Ac 110 F TERRACE 350 S TOTAL Im y Ac UNIT D 23D 12 3TH NO 5= AIC 1210 5F TOTAL W F TERRACE UNIT 5 1490 5F TOTAL UNIT C 2 5D 12 1213 H I DEN 545 9 A/C 130 6F TERR4CE 230 5F TERRACE M 211B F TOTAL ti UNIT 5 &T 2 250 SF A/CIn� 230 9 TERRACE 41 KEY PIdGRAM FLOOR PLAN GRAPHIC SCALE: Nom 6DAL' 14 FEET: 1/16" = 11 -0" n Gillett Associat ARD i I � �., A,6itecI-e • Phnair. 5._.. �. L_d_ 1543-101 S--d S- S—I, Florida 3423 941-957-4477 941_957-4151 F- U 0 O ■ T" 11 T F. 1. LEVELS 6-10 SHE=l NUMBER; A2.04 UNIT F 2 - 11 BTI 7 Im y Ac IV 5F TERRACE 1210 5F TOTAL T7 UNIT 5 UNIT K 1210 5F A(C 2 BID 121/2 6TH 130 6F TERR4CE M 1� 9 TOTAL ti 16505E AC UNIT H 2 BID / 2 BT4 1910 SF TOTAL UNIT L 110 5-- TEWACE 213D/2 V2 13TH 2021 F TOTAL UNIT J 2 50 1 0 STA w TEwAOE 2nO Ef A/C 1835 5F TOTAL 20 SF TERPACE 2 BID l 2 BT14 2— �l TOTAL 2136 F lvc 41 KEY PIdGRAM FLOOR PLAN GRAPHIC SCALE: Nom 6DAL' 14 FEET: 1/16" = 11 -0" n Gillett Associat ARD i I � �., A,6itecI-e • Phnair. 5._.. �. L_d_ 1543-101 S--d S- S—I, Florida 3423 941-957-4477 941_957-4151 F- U 0 O ■ T" 11 T F. 1. LEVELS 6-10 SHE=l NUMBER; A2.04 7 T7 UNIT K 2 BID 121/2 6TH 16505E AC 220 F TF=RPAOF 1910 SF TOTAL UNIT L 213D/2 V2 13TH 1655 6F A/C w TEwAOE UNIT 1835 5F TOTAL 2 BID l 2 BT14 2136 F lvc 210 er TEWACE 2546 F TOTAL 41 KEY PIdGRAM FLOOR PLAN GRAPHIC SCALE: Nom 6DAL' 14 FEET: 1/16" = 11 -0" n Gillett Associat ARD i I � �., A,6itecI-e • Phnair. 5._.. �. L_d_ 1543-101 S--d S- S—I, Florida 3423 941-957-4477 941_957-4151 F- U 0 O ■ T" 11 T F. 1. LEVELS 6-10 SHE=l NUMBER; A2.04 Pu UNIT A 3 BD 14 13TH 3911 SF A/C 139 SF TERWICE I 4152 5F TERRACE 3435 EF A/C 1)45 SF TERRACE 050 SF TE3c4CE 1 P — Ffl11Nab2 - °�rEllDFxes ' � Puxrn KEYD �ACsRNM FLOOR FLAN GRAPHIC .1—ALE: NCKIH �= 1%1611 = 11 -0" Fnil- GiBett Associat ARDT OROUI A.hi. mre RPl -,ic S.—. Second S- S— .,Florida 343 941 - 957 - 477 941 - 9574131 Fu dd@g&,=dccom a w �V a� �a o� �T� w 0 ■ DATE: DECEMBER 7, 2004 © co D Yr'i9nt 2304 SCALE: 1/16- : 1' :0' FLOOR PLAN PENTHOUSE LEVEL SHEET NUMBER: A2.05 3012 5F AI 220 S TERRAC= 130 5F TERRACE 2 3312 SF TERRACE Fni I Gillett Associat ARDT GROU1 Alcl,ft -.re - PI—ic �nuuti • T1i.mi •LoMuo 1543-101 Second S-, S--, Flotidx 3423 941 - 9574477 941- 957 -4151 Fu dd@okmxdccom 35D/45TH w 3435 S A/C -45 S TERRACE </1 3680 5F TERRACE 0.W' I V�4 O U 1 I 1 1 7 a^ rTw, W I —route fi �R �po�e �rax n —Al — DATE: D:CEWER 7, 2004 Q CppYri9^t 2004 FLOOR PLAN SCALE f-0 FLOOR PLAN PENTHOUSE LEVELS 1: CARAPNIC SCALE: NOFifN 1. ' SHEEP NU M6"' �! 1%16 " - 1' -011 A2.06 teu Ml I atFt06 �nol'+4Law„ T.v4 mrtp FxIBNt+a inn —IVY �� W 9'k r (�� Lo ®l" LL r EE IN, ,_ BL JIB ,r 17-7 _L n. ii rl 0 NOTES: azs taF. e_eo a hnaeue..s , Irra+4 ton. wECUUie • cvfFm S�BAGLL`<a[D HdIM1'E�.t<RalilaX �r144mrA�ts .�.� rtww�i -. rKSn� r«.0 row 4u vsen eauss e. eaaa+euiuo ■IEE !E B! )�ElPe9lE)• 1E IE !! _ _:..�,...:::.::a..,�_,�- _..._.: �a;� \• . e !i iii® i;, e I u qi iii 11 � E ii li i ii ii' !� ii • iii® • ii.�,���� i ii9 � 1 ! � E II ' ii ii'. ��!� ii •••' �" ill _ n- Illllil iii Iii „ 111 I� E ii ii i ii ii � � `ni81�e �gln�i �I "IHN miiuii .T 0 0 _ o n IEEE EEE@ EE EE BEEE ■�i' •. Lam. NORTH WATM ELEVATiON El nn, Gillett Associal ARD0. oR�ec Acchtm'm - Plannic �d • nti.m •Lmdun 1543-101 Sccond Stm, Sarasota, Florida 3423 941-957-4477 941 - 957.4131 F- dd@I*tratdccom a n�j w oU i x °" I �T� w W U ; a DATE: AP& 26, 2006 © COGylignt 2D04 SCALE: 1" : 20' -0' NORTH ELEVATION SHEEI NUMBER A3.01 ---------- NOTES. ����e to Tl SOUTH ELEVATION n Gillett Associat ARDT GROUT Archtec- -bf.m- Plannir. S-,—d- 1543-101 S—dS- S—,� F9.vd. 3423 941-957-4477 941_957-4151 F. ddQpjllcnacdccom Fli ■ T"Ell 1CCO—E � 1— DATE APL 26, 2030 @ C, p yligh t 2004 SCALE: 1' = 20' -0' SOUTH ELEVATION SHEEI NUMBER: I WE57 ELEvATION K HET NOTES �r � N.U. arum Peaes,:r= .4vsoes.luranax< n Gillett Associat ARDT GROUT Architemm - Plmnir 1543-101 Second Spa S—ta, Fl.,i& 3423 941- 957 -4477 941-957-4151 1,- F. Na u as 0 Fa 00 DATE APF& 26, 2036 @ C,p y,ig, 1 2004 SCALE: 10 z 20' -0' WEST ELEVATION SHE-1 NUMBER: A3.03 NOTES-. —I-Tw n Gillett Associat ARDi � Ml ArcMtecwm • Pl—dr, 5—..M--L-d- 1141-1111-11— S—., Florida 3423 941-957-4477 941-957-4151 F- dd@g&=dt.c,m all 1111111 milli ou gigolo iii io O Mill DATE AP,-& 26, 2036 (D Clpylig.lt 2004 SCALE! V : 20 '0' am—III SHE=T NUMBER; A3.04 ED re I'M Aplivill lius AL&E..Ill 0 Ift E,46T ELEVATION n Gillett Associat ARDi � Ml ArcMtecwm • Pl—dr, 5—..M--L-d- 1141-1111-11— S—., Florida 3423 941-957-4477 941-957-4151 F- dd@g&=dt.c,m ou O 'IT I DATE AP,-& 26, 2036 (D Clpylig.lt 2004 SCALE! V : 20 '0' EAST ELEVATION SHE=T NUMBER; A3.04 PROPOSED ELEVATION EXISTING ELEVATION NOTES: Irv:, aeoff N:<a vwewe„w ten. er�r..o. sn w� wsa u�uu a�acE ioFxu14LUw ccvrraa yr.+rxrv.�raav Aaa, scurnr� ao rvn.w • rtrs4cr�e.>�s rv.�e e.uuu axh - N+,�ane f�cece wcu wm Nl Pun roue o. vcraw�uws NORTH ELEVATION 20' 4¢liaiC SCNE N rtEr n Gillett Associat ARDT GROUI ArcMm— - Pi—,ir S- -Miami•Dodo. 1543-101 S—d S- S--, Flodda 3423 941 - 957 -4477 941 - 957 -4151 F- ddQgillcttazdccom G Na a i x Fa F� ou k W � i ■ DATE: AP�ZI 26, 2006 © Co p y,i9nt 2004 SCALE: im 20' -0' RAMADA INN REVITALIZ. NORTH ELEVATION SHEET NUMBER: A3.11. PROPOSED ELEVATION EXISTING ELEVATION NOTES: et�o. �� wcv wuu*va. cm.A � v4c6•£ta 4�dlRA.Itt4a t>� texvxm voa rvwEs SOUTH ELEVATION 0' 1ID' 1ID GRMJr 5C4LE ll f£-1� nn, Gillett Associat ARDa ROU.1 Anititec=t • Phonic S- -Miami •L .. 1541101 Saond S- S—ta, Florida 3423 941 - 957 -4477 941- 957 -4151 Fax dd@giUcttardcm . C W V 1 a� I �y I x al o� 7u x rT w a DATE: AP:A 26, 200 © Cc y6gnt 2004 SCALE: 1 = 20 0' RAMADA INN REVITALIZ, SOUTH ELEVATION SHE* T NUMBEl A3.12 X�T- R a AMR" ■ ®�� ®I ®I'��'I�I`I�llll ®�: � — -- r�i�ll�l�ii fROF0 D ELEVATION EXISTING ELEVATION NOTES: .ui vcvr race e.vwxiuuro EAST ELEVATION nni Gillett Associat ARDT GROU1 Arclutccmre -Plank S.mwm • twou • w� 1543-101 Second I- 5_,m, Ftodda 3423 941-9 7-4477 941_957-4151 Faa dd@Eilletta>•dccom W I 6 V � as x L Na I 1 ¢x x IT, i W � i W a EAST ELEVATION SHE`1 NUMHER. A3.14 un �• - - ' 'ice ` i i'i l le �_'_�'_� 1 111 n nl INN l li i iil mill i1 1 �!�l1 �� I,��n�4n��1:, � �� �� I,��rl �� I I,l�rl �� ■�! ■ ���!�� p pi i iii ' ' i ' 'i nn 11PIN11 9 9l1 " "Will I IN i iii nn II 1 1�1 EXISTING ELEVATION NOTES: .ui vcvr race e.vwxiuuro EAST ELEVATION nni Gillett Associat ARDT GROU1 Arclutccmre -Plank S.mwm • twou • w� 1543-101 Second I- 5_,m, Ftodda 3423 941-9 7-4477 941_957-4151 Faa dd@Eilletta>•dccom W I 6 V � as x L Na I 1 ¢x x IT, i W � i W a EAST ELEVATION SHE`1 NUMHER. A3.14 Apia 2006 Mr. Steven Southwell Fowler White Boggs Banker P.A. 501 East Kennedy Blvd., Suite 1700 Tampa, FL 33602 Re: 521 S. Gulfview — FLD 2004/TDR2004 -09011 Dear Mr. Southwell: I am in receipt of your letter of March 29 outlining the revised unit counts for the reallocation of use for the above reference FLD case. As we discussed, we agree in principle that this can be viewed as a minor amendment pursuant to Section 4 -406 of the City of Clearwater Community Development Code. However; please note that a change in use from overnight accommodations to residential condominium does result in an increase in the minimum number of parking spaces required. Also, information has not been provided to us that definitively address any change in the configuration or design characteristics of the residential structure. Such changes are items to be considered when assessing a minor change pursuant to Section 4.406. For that reason, I am willing to stipulate the change in use itself relative to numbers of residential units vis a vis overnight accommodation units is acceptable. For purposes of full compliance with 4 -406 however, we will need. to receive a single copy of any and all changes from that that was originally approved. Upon DRC review of those changes, a final letter of determination of minor change can be issued. If you have any questions about this process, please contact Wayne Wells at 562 -4504. Sincerely, Michael Delk Planning Director cc: Leslie Dougall- Sides, Assistant City Attorney Wayne Wells, Planner III Gulfview S 521 Minor Revisions Letter 4.5.06 Andrea E. Zelman Direct Dial: 813- 222 -3335 azelman @fowlerwhite.com FOWLER WHITE BOGGS BANKER ATTORNEYS AT LAW E S T A B L I S H E D 1 9.4 3 January 17, 2006 VIA ELECTRONIC MAIL (Original to follow via U.S. Mail) Mr. Michael Delk, AICP City of Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Re: 521 South Gulfview Drive— Entrada Minor Revision to FLD2004- 04025/TDR2004 -09011 Dear Mr. Delk: ILA JAN t 9 2006 r PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER Decade Gulf Coast Hotel Partners, the current owners of the site located at 521 South Gulfview Boulevard and subject to Development Order FLD2004- 04025/TDR2004- 09011, wants the ability to separately finance or transfer :ownership of the northwestern portion of the site containing the " Bntrada" tower. None of the planned vertical or horizontal improvements will be impacted pursuant to any financing or partial transfer of ownership. This letter is written for the purpose of confirming that transfer of ownership of that portion of the property constitutes a Minor Revision per §4 -406 of the City of Clearwater Community Development Code. This possible partial ownership change will not trigger any of the nine criteria set forth in §4 -406 A. The location of all private streets and driveways will remain the same ( §4.406 A.1.). The uses will remain the same and at the same intensity ( §4.406 A.2). The overall zoning site will remain the same size and no additional units will be added, so density and intensity will not be increased( §4.406 A.3). Building locations will remain the same, so no setbacks will be affected nor will this result in a substantial change to the approved location of the new structure (§ §4.406 A.4. -5.). None of the conditions are proposed to be modified ( §4 -406 A.6.) No new property is to be made subject to the Development Order ( §4 -406 A.7) The building heights will remain the same ( §4.406 A.8.). No changes will be made to the design or any aspects of the development which could affect the character of the development ( §4.406 A.9.). FOWLER WHITE BOGGS BANKER P.A. TAMPA • ST. PETERSBURG • FORT MYERS • TALLAHASSEE • ORLANDO • NAPLES • WEST PALM BEACH • BONITA SPRINGS • JACKSONVILLE 501 EAST KENNEDY BLVD., SUITE 1700 • TAMPA, FLORIDA 33602 P.O. BOX 1438 • TAMPA, FL 33601 TELEPHONE (813) 228 -7411 • FAX (813) 229 -8313 • www.fowlerwhite.com j r Mr. Michael Delk, AICP January 17, 2006 Page 2 Since nothing is changing, the per acre density of the project will remain consistent across the entire project. Cross access agreements and easements will be executed pursuant to any ownership transfer to insure that adequate parking is available to the entire development. This is also consistent with the original plans, as the parking for the hotel portion has always been planned to be located in the Entrada condominium structure, and access to the Entrada condominium tower has always been planned to come from the hotel entrance. Acknowledgment of the conditions of the Development Order can be made part of any recorded document to insure orderly development in compliance with the development order as well. The financing or any transfer of ownership should in no way affect the development of the site, and other than this request should be unnoticeable to the City of Clearwater and its residents and visitors. Please confirm that the requested course of action will indeed constitute a minor revision to the development order. Please note also that the development order, pursuant to Section 4- 407, required that an application for a building permit be made within one year of January 18, 2005. As you are aware, renovation of the first hotel tower on this site is, well under way, and several building permits have been issued for that part of the project. However, to date no building permits applications have been made for the second hotel tower or for the Entrada condominium. The language in the development order does not require that all building permits associated with the project be filed within one year. However, in an abundance of caution, please consider this letter also as a request for an extension of time to apply for the remaining building permits. As you know, the hurricane activity of the last two seasons has made it very difficult to obtain contractors and building supplies. As a result, this project, like many others, has suffered resulting delays. If you have any questions or concerns please do not hesitate to contact me. Sincerely, Andrea E. Zelman cc: Mr. Keierleber Mr. Keith Zayac #1792723v1 TAMPA •ST.IP&,TF, �q- .FRRA.TNyF.RV2TA, A.S rg of pWGN LnW STeEp� [RA SY -iroEST'YaP PESaCACKSONVILLE 03/07/2006 16:36 FAX 8132223068 a FOWLER WH ITE BOGGS BANKER ATTORNEYS AT LAW f.S PARLLSLLLD L143 2001 Fax Writer's Direct Line 813 - 222 -2071 Please deliver the following pages immediately to: Name Michael Delk, AICP Leslie Dougall- Sides, Esq Total Number of Pages 5 From: Steven Southwell Firm Planning Dept., City of Clearwater City of Clearwater -City Attorney's Office (including this cover page) Date: March 7, 2006 File: 521 Gulfview Blvd. File No.: 1054269 Message: Fax 727 -562 -4865 727 -562 -4021 MAR 0 7 2006 PLANNING & QEVEtC1F-MEWSVCS = CATY OF c,(9A,1. Y1tr' UR .. The information contained in this transmission is altorney privileged and confldentlal. It is intended ono for the use of the individual or entity named above, If the reader of this ►message is not the intended recipient, you are hereby notified that any dissemination, distribution, or copy of this communication is strictly prohibited. In addition, unauthorized use of information in this transmission may violate federal securities laws, If you have received this communication in error, please notify us immediately by telephone, collect, and return the original message to us at the address below via the United States Fostal Service. We will reimburse youfor postage. Thankyou. FoWLU, WHITS BOGGS BANKER P.A. TAMPA - ST. Pt ra umjm - FoaT MYEa s • TALLAHASSEE 0 ORLANDO - NAPLES - WEST PALM BEACH •BONUA SPFMOS • JACKSONVILLE 501 EAST KENNEDY BLVD., SUrrE 1700, TAMPA, FL 33602 -P.O. Box 1438, TAMPA, FL 33601 TELEPHONE (813) 228 -7411 *FAX (813) 229 -8313 - www.fowlerwhite.com 03/97/2006 17:31 FAX 8132223068 II 001 Fax FOWLER WHITE BOGGS BANKER ATTORNEYS AT LAw L 7 T R 9 1. 1 i 4 R o 11 4 3 Writer's Direct Line 813 - 222 -2071 Please deliver the following pages immediately to : Name Firm Fax Michael Delk, AICP Planning Dept., City of 727- 562 -4865 Clearwater Leslie Dougall- Sides, Esq. City of Clearwater -City 727 -562 -4021 Attorney's Office Total Number of Pages 5 (including this cover page) From: Steven Southwell Date: March 7, 2006 File: 521 Gulfview Blvd. File No.: 1054269 Message:, The infarmation Contained in this transmission is attorney privileged and confidential. It is intended onlyfor the use of the individual or endry named above. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution, or Copy of this communication is strictly prohibited. In addition, unauthorized use of lnformatlon in this transmission may violate federal securities laws. If you have received this communication in error, please norify us immediately by telephone, collect, and return. the original message to us at the address below via the United States Postal Service. We will reimburse you for postage. Thankyou. FOWLER WHITE BOGGS RANKIER PA. TAMPA - ST. PETERSBURG - FORT MYms - TA LAHASS£E - ORLANDO - NAPLES -WEST PALM BEACH - BONITA SPRINGS, IACKSONVW n 501 EA5'r KEMNIED'Y BLVD., SUITE 1700, TAMPA, FL 33602 • P.O. BOX 1438, TAMPA, FL, 33601 TELuRoNE (813) 228 -7411 • FAX (813) 229 -8313 • www.fowlcrwhitc.com 03/07/2006 17:31 FAX. 8132223068 - Z002 Steven 5outhwel I DfiW Dial; 813 -222 -2071 ssouthwcll@fowlel whitc,com FOWLER WHITE BOGGS BANKER ATTORNEYS AT LAW E S T A B L I S H FD 1 9 4 3 March 7, 2006 BY FACSEVULE TO (727) 562 -4865 (ORIGINAL TO FOLLOW BY U.S. MAIL) Michael Delk, AICP Planning Department Municipal Services Building, 2nd Floor 100 S. Myrtle Ave. Clearwater, FL 33756 Re-, 521 South Gulfview Bouleva d — Cases FLD2004/ TDR2004 -09011 Dear Mr. Delk: As we discussed, the owners of the above referenced project request a minor modification to allow for a partial change in ownership of the of the property and to replace 52 overnight accomodation units in the western building with 39 dwelling units. These modifications meet the criteria of the Minor Revision criteria sei forth in §4-406 of the City of Clearwater Community Development Code (CDC), for same reasons enumerated in Andrea Zelman's January 17, 2006 letter to you. As such this' can be made administratively and will not require any additional public hearings. E t The conversion of 52 overnight accJmodation units to 39 dwelling units is in conformance with the Termination of Nonconformity provisions upon which the original Development Order was approved by the Community Development Board on January 18, 2005. As the application was submitted prior to August 4, 2005 and approved prior to September 20, 2005, the restriction upon changes in use codified by Ordinance No. 7445 -05 is inapplicable_ The plain language of Section 2 of Ordinance No. 7445 -05 provides that the Ordinance shall not apply to applications approved prior to September 20, 2005. The subject application was approved well before that date. Therefore, the changes made to the CDC by Ordinance No. 7445 -05 are inapplicable to Cases FLD2004- 04025/TDR2004- 09011. FOWLER W'H17'E BOGGS BANKER P A. r TAMPA - CI,EAR1VATek • FORT MYERS - NAPLES - ST. PETERSBURG • TALLAHASSEE - WEST PALM BEACH 501 EAST KENNEDY BLVD., SUITE 1700 • TAMPA, FLORIDA 331502 • ROB BOX 1438 • TAMPA, FL 33601 TELEPI {ONE (813) 228 -7411 • Fax (813) 229 -8313 • www.fowlerwhice.com i 03/07/2006 17:32 FAX 8132223068 Michael Delk March 7, 2006 Page 2 16 003 The election to convert 52 overnight accomodation units to 39 dwelling units is permitted as a Minor Revision to the Development Order. Please accept this letter as a request for a Minor Revision to the Development Order governing 521 South Gulfview Boulevard allowing the option to covert the 52 overnight accomodation units in the eastern building to dwelling units. No changes to the site plan will be necessary as the only modifications will involve the interior of the eastern structure. If you have any questions or require any additional information please do not hesitate to contact me. Sincerely, Steven Southwell SS Enclosure cc: Leslie Dougall- Sides, Esq. FOWLER WHITE BOGGS BANKER P.A. TAMPA • ST. PUTERSBURC: • FLtkT MYERS • TALLAHASSEE • OkLANDO • NAPLES • VvFST PALM BEACH • BONITA STRINGS • IACKSONVILLt 03/0742006 17:32 FAX 8132223068 U004 i ORDINANCE NO.7445 -05 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, AMENDING THE COMMUNITY DEVELOPMENT CODE; AMENDING. ARTICLE 5,, NONCONFORMITY PROVISIONS, SECTION 6- 109.8, TERMINATION OF STATUS AS A NONCONFORMITY; PROVIDING THAT UPON .RECONSTRUCTION OF STRUCTURES WHICH ARE NONCONFORMING WITH RESPECT TO DENSITY, SUCH RECONSTRUCTION MUST RETAIN THE CURRENT USE; PROVIDING AN EFFECTIVE DATE. WHEREAS, Ordinance No. 6526 -00 was,odopted by the City Council on June 15, 2000, which ordinance amended the Com mu nity: Development Code; and WHEREAS, a portion of Ordinance No. - 6526 -00, provided for the termination of status as a nonconformity to facilitate redevelopment; and WHEREAS, the City of Clearwater desire's to further refine the termination of status provision in the Community Development Code; now therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Section 1. Article 6, Nonconformity Provisions, Section 6- 109.13, is amended as follows: B. A structure which is nonconforming with respect to density may be reconstructed on the same parcel with the same density provided Level Two approval is obtained and that: 1. Seuch reconstruction complies with all other requirements of this Community Development Code and 2. Such reconstruction does not constitute a change in use. Section 2. This Ordinance shall not apply to any applications which have been submitted and been found to be complete and sufficient as of August 4, 2005 under the provisions of Community Development Code Article 4, and provided that the application is approved no later than September 20, 2005 and the project meets the timeframes required by the Development Order for permit submittal and certificate of occupancy. Section 3. This ordinance shall take effect immediately upon adoption_ Ordinance No. 7445 -05 �03./07f 006 17:32 FAX 8132223068 PASSED ON FIRST READING PASSED ON SECOND AND FINAL READING AND ADOPTED Approved as to form: Z,,-� - 1, �2 - — 0,; Leslie K. DougalPs' Assistant City Attorn y [a 005 .dune 2, 2005 JuIV 21 2005 7 y Frank V. Hibbard Mayor Attest: Cy hia E. G.Wideau Ci Clerk 2 Ordinance No. 7445 -05 Review Comments of Changes to Entrada, 521 S. Gulfview Blvd. September 21, 2006 1. A Conference Center has been added in the southeast portion of the property that was not part of the original approved project. This Conference Center is not a Minor Revision. Either: ��o • Remove the Conference Center from the plans and return the parking area to that previously approved (or as modified for, Phase 2 construction — see comments below); or • File an application for Flexible Development approval by the CDB to have the Conference Center added to the project. If you choose this option, then the plans need to deal with the following: a. Exits from one stairwell for Conference Center must go to the outside and have an accessible path to a public way. Revise. b. There is no handicap accessible path relationship for pedestrians to get from the hotel to the Conference Center. Revise. c. Dumpster enclosure in southeast corner is not accessible by trash truck, as there is inadequate maneuvering area for truck access and it requires the truck to back out quite a distance (new Conference Center alters access). 22.. Show tiki but in southeast corner (change line weight to black) and show fencing for jet ski business. J 3. Parking stall minimum length has been revised to 18 feet. e4. Show the columns in front of Phase 1 construction (as shown on the Minor Revision approved December 28, 2005). J 5. Based on the circumstances of Phase 1 construction where "bump outs" required new columns farther out from the existing face of the building, wherein this was included in the Minor Revision approved December 28, 2005, will Phase 2 construction require similar "bump outs" and new columns? If so, show the new columns and the extended structure (we don't want to be doing this again). 6.6. On the east side of the Phase 2 tower, there is a "proposed asphalt pavement" `-. approximately 25 feet in width shown going to the building. Unclear what this pavement is for and is proposed where the approved plans indicated a wood deck and large a/c pad. What is happening with the deck and a/c pad (see Sheet 9/10)? n On the east side of the Phase 2 tower, there are two parking spaces proposed that ` ✓ are in a location that the approved plans showed an electrical transformer and metal shed: • If the electrical transformer and metal shed are being removed, I can understand the shed removal, but show the new location of where is the transformer is going; • On Sheet 4/10 there is a landscape area in the corner that is indicated as interior landscape area, but on Sheet 9/10 there is no landscape materials 5i1 indicated for this area. Revise. Page 1 of 3 J8. Show the steps and handicap ramping at the southeast corner of the Phase 2 tower (next to the outdoor seating area). J9. Show the outdoor seating area next to the seawall as it has been constructed. J,10. Show the existing sign location (as shown on the Minor Revision approved December 28, 2005). Oproposed There are two existing fire hydrants in front of this property. There is a new FDC for the new building on the north, where the FDC is within 40 feet of one fire hydrant. The plans show an existing FDC on the front of the existing Y building (Phase 1), with a fire hydrant over 120 feet away. The Fire Department rules require the FDC to be within 40 feet of a fire hydrant. The Fire Department wants the existing FDC on "the front of the existing building (Phase 1) moved to be within 40 feet of the fire hydrant (Jim Keller, 562 -4327, ext. 3062). Revise Sheet 6 of 10. (OSheet 9/10 — There can be no landscaping within the sight visibility triangles on South Gulfview Boulevard between 30- inches and eight feet. Relocate trees from visibility triangles. Revise. J13. Sheet 9/10 — There can be no landscaping other than sod within the waterfront visibility triangles. Revise. `C 14. Sheet 9/10 — A minimum of 25 percent of the trees must be shade trees. Suggest v, shade trees in interior landscape areas and perimeter areas where there is o ' 1, sufficient growth area and where shade trees can greater shade the parking areas. Y _> Revise. J15. Sheet 4/10 (and other sheets) — There is a rectangle shown between the row of handicap parking spaces and the existing building, but nowhere is it identified as to what it is. Identify or remove. 116. Sheet A2.01 — While it is indicated that Level 1 is proposed with 83 parking spaces, the numbering of the spaces is off. There is no space #145 (renumber spaces 146 — 184 to 145 —183). 17. Ensure -the proposed/provided parking. counts -on Sheet 4/10 and Sheet A1.01 are accurate. 18. Sheets A1.01 and A1.03 seem to indicate a Level 5 deck and pool on the south side of the new building, however, the floor plans on Sheet A2.03 for Level 5 do not show any access to this outdoor deck and pool area (shown on approved plans by CDB when it was a hotel on Level 5). Revise ( ?). 19. Unclear why PH Unit B on Sheet A2.05 has two entry doors, one main at the foyer and a second into the media room. No other dwelling has two entry doors remotely located. Unit H on Sheet 2.03 (Level 5) and Sheet A2.04 (Levels 6 — 10) has two entry doors, but they are both at the foyer. Unless required by Building/Fire Code, remove one entry door from each of these units. 20. Provide the floor plans for Levels 12 and 13 (Sheets A2.05 and A2.06 ?). 21. Unclear why the terrace on the northwest side of the building is not broken up between PH Unit A and PH Unit B. The terrace seems to be outside the guest bedroom of PH Unit B, but is not accessible to PH Unit B. Revise /advise. 22. Sheet A3.01 — Covered entry appears larger width -wise than depicted on Sheet 4/10 and Sheets A1.01, A1.02 and A1.03. Revise /advise. Page 2 of 3 23. Sheet A3.01 (also Sheets A3.02 and A3.04) — On top of Phase 2 tower of the existing hotel being remodeled, unclear what is intended by "new roof pavilions ". Does this mean rooftop occupancies by guests? 24. There is what appears to be enclosed or walled in area shown on Sheets 4/10, 5/10, 6/10, 9/10, A1.01, A1.02, A1.03 and A2.01 between the Phase 1 tower and. the new building on the ground level (Level 1) in front of spaces 144 and 146 that does not show up on the elevations on Sheets A3.01, A3.02, A3.11 and A3.12. Check Building/Fire. Codes as to whether this building/structure causes issues with separation between the existing and proposed buildings. Either remove from Sheets 4/10, 5110, 6/10, 9/10, A1.01, A1.02, A1.03 and A2.01 or show the design on Sheets A3.01, A3.02, A3.11 and A3.12. 25. Since the existing building is primarily located within a Velocity Flood Zone, provide documentation that all ground floor habitable spaces, with the amount of remodeling/renovation proposed, can remain below Base Flood Elevation (BFE). 26. Since your letter is asking for clarification regarding a lot split, placing the hotel on one lot and the proposed residential building on a separate lot, provide a drawing (potentially Sheet 4/10) where this proposed lot line would be placed so that we could ascertain whether there are any Code issues that would arise with, such lot split. As a matter of Code process, such lot split would be a Release of Unity of Title and a Minor Lot Adjustment, since the property today is legally described under one parcel number and, most likely, the split into two lots will not follow platted lot lines. S: (Planning DepartmentICD BIFLEX (FLD)Ilnactive or Finished ApplicationslGulfview S 0511 Entrada (7) - ApproveMeview Comments of Changes to Entrada 9.21.06.doc Page 3 of 3 Pagel of 2 Wells, Wayne From: Keith Zayac [keith @keithzayac.com] Sent: Monday, August 18, 2008 2:12 PM To: Wells, Wayne; jeffrey @keithzayac.com Subject: RE: Holiday Inn Beachside Wayne,. I had a preconstruction meeting out on the site today with the contractor. They are staking it out now per our approved plans. Since nothing has changed I would really prefer not to send out any revised plans that really don't revise anything since it will open up the door for change orders for no reason.. I just wanted Jeffrey to advise you of what they plans call for so there are no questions on the bank end. Keith E. Zayac, P.E., RI.A President Keith Zayac & Associates, Inc. (727)793-9888 Phone (727)793-9855 fax From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Monday, August 18, 2008 2:08 PM To: jeffrey @keithzayac.com Cc: keith @keithzayac.com 8/18/2008 Page 2 of 2 Subject: RE: Holiday Inn Beachside Jeffrey -. I would recommend submitting revised plans (whatever sheet[s] as necessary) with the revised dimension to the Development Services Department under BCP2008- 02215, so there is no question when inspections and /or tie in surveys are requested /submitted.. Wayne - - - -- Original Message---- - From: jeffrey [mailto:jeffrey @keithzayac.com] Sent: Friday, August 15, 2008 12:04 PM To: Wells, Wayne Cc: 'Keith Zayac' Subject: Holiday Inn Beachside Wayne I left a voice mail for you, but figured that you will respond to e-mail faster. Regarding the setback at the southeast corner of the Conference Center:. The approved plans show a dimension of 28.66' to the building. The revised building plans (with the stairwells) bring that dimension down to 21.73'.. This is still beyond the 20' setback. Just wanting to verify with you (and the inspector) that there is no issue (prior to staking out the building footprint.). Thanx for your help, Jeffrey Jeffrey Izzo Keith Zayac & Associates, Inc.. 701 Enterprise Road East Suite 404. Safety Harbor, Florida 34695 Ph. (727) 793 -9888 Ext. 308 Fax (727) 793 -9855 8/18/2008 Wells, Wayne Page 1 of 4 From:. Horne,. William Sent: Monday, July 14, 2008.9:56. AM To:. Kronschnabl, Jeff; Brown, Shelby;. Wells, Wayne; Weaver, MaryJo Cc: Bates,. Dan; Silverboard, Jill;. Soto, Camilo; Kurleman, Scott; O'Neill,. Shane; Delk, Michael; Clayton, . Gina; Cretekos,. George Subject:. RE: Holiday. Inn - -South Gulfview Jeff, Thanks for the. update .... Bill Bill. Horne, ICMA -CM City Manager Clearwater, FL (727) 562 -4046 - - - -- Original. Message---- - From:. Kronschnabl, Jeff.. Sent: Monday, July 14, 2008 9:41 AM To: Brown, Shelby;. Wells, Wayne; Weaver, MaryJo Cc:. Bates, Dan; Silverboard, Jill;. Horne, William; Soto,. Camilo;. Kurleman, Scott; O'Neill, Shane; Delk, Michael; Clayton, Gina. Subject: RE:. Holiday. Inn - -South Gulfview Thanks Shelby! 7/25/2008 - - - -- Original. Message---- - From:. Brown, Shelby Sent: Monday, July 14, 2008 9:22 AM To:. Wells, Wayne; Kronschnabl, Jeff; Weaver, MaryJo Cc: Bates,. Dan; Silverboard, Jill; Horne, William;. Soto, Camilo;. Kurleman, Scott; O'Neill, Shane;. Delk, Michael; Clayton, Gina Subject: RE: Holiday. Inn - -South Gulfview FYI - I have just spoke with property owner. Jeff Kierlieber, (262) 893- 8228,. and. explained that the. illegal signage is a separate issue from the parking permit.. He said they would correct the violation today, i.e. cease with the use of the portable signs. - - - -- Original Message - - - - -. From:. Wells, Wayne Sent:. Monday, July 14, 2008 8:24 AM. To:. Kronschnabl, Jeff;. Weaver, MaryJo. Cc:. Bates, Dan;. Brown, Shelby; Silverboard, Jill;. Horne, Scott; O'Neill, Shane; Delk, Michael; Clayton, Gina Subject:. Holiday Inn - -South Gulfview William; Soto, Camilo; Kurleman, . The Planning Department has approved. a permanent parking BTR. With such, we. have not approved any signage. associated with such use.. They may opt to include such signage as part of their Comprehensive Sign Program. 7/25/2008 0 -0 Page 2 of 4 - - - -- Original Message ---- -. From: Kronschnabl, Jeff Sent: Monday, July 14, 2008 8:13. AM To:. Weaver, MaryJo. Cc:. Wells, Wayne;. Bates, Dan; Brown, Shelby; Silverboard, Jill;. Horne, William;. Soto, . Camilo Subject: RE: Holiday Inn -- South. Gulfview Check with Camilo and make sure he is OK with this. Another complaint came in from the Vice Mayor. Please handle and advise - thanks Joe - from the Holiday- Inn Cell#727 - 415 -3960 needs to be called by you with whatever decision the are making as he believes that Planning Dept. has given hirr, permission to put out the signs and park the cars. I know that is his interpretation, but clear up with Warne one more time and then give him a call - thanks Jeff - - - -- Original Message - - - - -. From: Weaver, MaryJo . Sent: Monday, July 14, 2008.7:58 AM To:. Kronschnabl, Jeff Cc: Wells, Wayne; Bates, Dan; Brown, Shelby Subject:. RE: Holiday Inn - -South Gulfview Jeff, per Wayne's email, I see the business does have an OCL for the 47 parking spaces issued on 06- 25 -08. However, portable signs are still prohibited. Temporary use permits would allow the use. of a 12 sq.ft. temporary sign,. but not just by obtaining an. OCL.. So as far as I can tell, the NTAs for the display of prohibited portable signs on both 07 -03 -08 and again on 07 -10 -08 are still valid.. What are your thoughts before I mail the last 2 NTAs? - - - -- Original Message--- - From: Wells, Wayne Sent: Friday, July 11, 2008.3:57 PM To:. Kronschnabl, Jeff Cc: Delk, Michael; Weaver, MaryJo;. Bates, Dan;. Clayton, Gina;. Kurleman, Scott Subject: Holiday Inn - -South Gulfview They have been issued a BTR for the permanent (not temporary) rental of 47 parking spaces. This BTR will become void once the contractor sets up to construct the conference center on the east side between the Holiday Inn building and Shepherd's (permit should. be close to being issued). Once that construction. is complete, a new BTR will need to be applied for, but the number of parking spaces will be less than the. 47 spaces now (possibly down in the high 20's). A Zoning condition of the issuance of the. building permit for the conference center is that all signage must be brought into compliance with. Code requirements.. This. would include any signage for the rental of parking. They have applied for a Comprehensive Sign Program, which is going through the review process. - - - -- Original Message - - - -- Page 3 of 4 0 0, From:. Kronschnabl,. Jeff Sent: Friday, July. 11, 2008.3:39 PM. To: Wells, Wayne Cc: Delk, Michael;. Weaver, MaryJo;. Bates, Dan Subject: FW:. holiday inn - -south gulfview Joe Lawlor Tel. 415 -3960 called to say that they have paid for and approved for parking thus making die parking signs legal. Wayne - can you advise MaryJo - please call foe and let me know your findings Thanks Jeff - - - -- Original Message---- - From:. Horne, William. Sent: Wednesday, July 09, 2008 4:26 PM. To: Cretekos,. George Cc: Kronschnabl, Jeff. Subject: RE: holiday inn -- south gulfview Thanks. Bill.Horne, ICMA -CM City Manager Clearwater, FL (727) 562 -4046 - - - -- Original Message - - - - -. From: Cretekos, George, Sent: Wednesday, July 09, 2008 3:59 PM To: Horne, William Subject:. RE: holiday inn -- south. gulfview today the $10. sign is out - - - -- Original Message - - - - -. From:. Horne, William Sent:. Monday, July 07, 2008 8:28 AM To: Cretekos, George Cc: Kronschnabl, Jeff;. Brown, Shelby Subject:. RE: holiday inn - -south gulfview. Thanks. for the info.. Bill Bill Horne, ICMA -CM City. Manager 7/25/2008 Page 4 of 4 r1 i Clearwater, FL (727) 562 -4046 - - - -- Original Message--- - From:. Cretekos, George. Sent: Sunday,. July 06, 2008 10:37 PM To: Horne,. William. Cc:. Kronschnabl,. Jeff;. Brown, Shelby Subject:. holiday inn -- south gulfview had out its big sandwich. board sign, directing people to park for $20 all weekend - -the smaller one. that had. been in the "address box ". wasn't to be seen - -just the address was showing- - gnc 7/25/2008 Wells, Wayne From: Wells, Wayne Sent: Wednesday, June 25, 2008 1:08 PM To: McMahan, Janet; Brown, Shelby Subject: BTR/OCL at 521 S. Gulfview Blvd Janet/Shelby - An BTR/OCL is being issued today for "parking" on the Holiday Inn Suites site for 47 parking spaces to be rented to the public (OCL- 0025002). Once the building permit for the conference center (BCP2008- 02215) has been issued and the contractor sets up, closing off the east side, this BTR/OCL will be void, as there will be insufficient parking for the hotel. Once the conference center is complete, then they can re -apply for a new BTR/OCL for parking, but the number of parking spaces will be less (possibly 29 spaces). An inspection has been set up for this BTR/OCL for 8/5/08 to look at the status of the property. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 I/ Wells, Wayne From: Wells, Wayne Sent: Thursday, March 27, 2008 6:01 PM To: Lopez, Michael Subject: BCP2008 -02215 - Entrada dumpster approval letter FYI - Put in BCP file. - - - -- Original Message---- - From: Keith Zayac [mailto:keith @keithzayac.com] Sent: Thursday, March 27, 2008 3:38 PM To: Wells, Wayne Cc: 'Charlie Sullivan' Subject: Entrada dumpster approval. letter Keith E. Zayac, P.E., RLA President Keith Zayac & Associates, Inc. (727)793-9888 phone (727)793-9855 fax 3/27/2008 Page 1 of 1 March 27, 2008 Richard Marcel Keith Zavac & Associates, Inc. 701 S. Enterprise Road, Ste 404 Safety Harbor, FL 34695 Re: Entrada 521 South Gulfview Blvd — BCP 2008 -02215 Dear Mr. Marcel, I have reviewed the drawings of the Entrada's solid waste compactor location, and find it acceptable for servicing. I would like to see the interior dimensions for the enclosures width widened to 14 ', I would also suggest a entrance to the enclosure for employee access to save wear and tear on the enclosures main gates. Just a note if the Entrada were to go for the "Green Lodging certification www .dep.state.fl.us /greenlodging space would be needed for recycling bins. The area behind the compactor could work, it would have to be enclosed. Please don't hesitate to give me a call when ready to order your compactor.. If you have any questions please call me. Sincerely, Tom Glenn Solid Waste Program Coordinator City of Clearwater 727 - 562 -4923 • 0 Wells, Wayne From: Keith Zayac [keith @keithzayac.com] Sent: Tuesday, March 18, 2008 12:49 PM To: Wells, Wayne Subject: RE: BCP2008 -02215 - 521 S Gulfview Blvd. I have asked the client to make sure the architectural comments are addressed and submitted. Keith E. Zayac, P.E., RLA President Keith Zayat & Associates, Inc. (727)793 -9888 phone (727)7.93 -9855 fax - - - -- Original Message---- - From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Tuesday, March 18, 2008 8:48 AM To: keith @keithzayac.com Cc: neil.thompson @MyClearwater.com; james.wagner@myclearwater.com; Scott.Rice @myClearwater.com Subject: BCP2008 -02215 - 521 S Gulfview Blvd. Keith - Revisions have just been submitted for this project responding only to Land Resources and Traffic Engineering. I have not yet reviewed this project for Planning and Landscaping and anticipate comments needing revisions to the plans. It is a waste of time and money, as well as making things complicated and confusing, both on your part and our part, to have to revise plans and then constantly review resubmitted plans that do not respond to ALL comments. You can see online what departments have not reviewed the plans. Please be considerate in the future. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 1 0 0 Wells, Wayne From: Wells, Wayne Sent: Tuesday, March 18, 2008 8:48 AM To: Keith Zayac (E -mail) Cc: Thompson, Neil; Wagner, James; Rice, Scott Subject: BCP2008 -02215 - 521 S Gulfview Blvd. Keith - Revisions have just been submitted for this project responding only to Land Resources and Traffic Engineering. I have not yet reviewed this project for Planning and Landscaping and anticipate comments needing revisions to the plans. It is a waste of time and money, as well as making things complicated and confusing, both on your part and our part, to have to revise plans and then constantly review resubmitted plans that do not respond to ALL comments. You can see online what departments have not reviewed the plans. Please be considerate in the future. Wayne M. Wells, AICP Planner III City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 -5520 Phone: 727 - 562 -4504 Fax: 727 - 562 -4865 Page 1 of 2 Wells, Wayne From: Wells, Wayne Sent: Friday, June 01, 2007 9:54 AM To: Keith Zayac (E -mail) Subject: FW: Entrada 521 S. Gulfview Blvd. Keith - Here is your answer. Kevin may be reached at 562 -4588. If Board of Adjustment of Appeals for Building /Flood approval is not required for this building, I would need something in writing from the Building Official (Kevin Garriott) regarding such to release the project from the condition of approval imposed by the CDB. Wayne - - - -- Original Message---- - From: Garriott, Kevin Sent: Friday, June 01, 2007 9:06 AM To: Wells, Wayne Cc: Chaplinsky, Tom; Legters, Neil; Packer, Vern; Wagner, James; Walker, Jeff Subject: RE: Entrada 521 S. Gulfview Blvd. The Code section 3109.6.3 states simply "No construction shall be permitted within 18 feet of existing or new seawalls, or the seawall line unless specifically authorized by the municipality or county." A project that desires to do something different may need to present their case to the Board of Adjustment of Appeals for Building /Flood. There may be certain options for reconstruction of the seawall. Those must be presented to the Building Department for review and consideration. Thanks for keeping this in mind while discussing projects. - - - -- Original Message---- - From: Wells, Wayne Sent: Thursday, May 31, 2007 10:52 AM To: Garriott, Kevin Subject: FW: Entrada 521 S. Gulfview Blvd. Kevin - What Keith Zayac is asking about is a new one -story over ground -level parking conference center building proposed within four feet of the existing seawall. I believe I asked this question before, but is this something the Board of Appeals must review or have they delegated approval authority to you for a new building? Wayne - - - -- Original Message---- - From: Keith Zayac [mailto:keith @keithzayac.com] Sent: Thursday, May 31, 2007 10:31 AM To: Wells, Wayne Cc: Jeff Keierleber; Rick Gillette; Richard Marcel Subject: Entrada 521 S. Gulfview Blvd. 6/1/2007 r- . • • Page 2 of 2 Wayne, In the process of researching the building code regarding the 18 ft setback requirement from the seawall I spoke with Tom Shablinski (sp ?). He indicated that as long as the existing retaining wall from which we are closer than 18 feet to the conference center is being removed and reconstructed we would not need to seek a variance, but rather submit plans to him for review and approval. Could you please verify that this is the case and would in effect modify D.O. condition of approval #2 to include "or submit construction plans for a new seawall that is designed to accomodate the proposed conference center construction in areas closer than 18 feet." Since I started making phone calls to the City about a week ago, I am against the submittal deadline of tomorrow for the variance request so it is important that I obtain a clear ruling on this by tomorrow. Thanks again! Keith E. Zayac, P.E., RLA Keith Zayac & Associates, Inc. 701 Enterprise Road, Ste 404 Safety Harbor, FL 34695 727 - 793 -9888 phone 727 - 793 -9855 fax 6/1/2007 r CITY ATTORNEYS OFFICE Ms. Andrea E. Zelman, Esq. Fowler, White, Boggs, Banker, P.A. 501 East Kennedy Blvd., Suite 1700 Tampa, FL 33602 r ITi' OF C LEARWATEI2 POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 CITY HALL,. 112 SOUTH OSCEOLA AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4010 FAX (727) 562 -4021 May 25, 2007 Delivery via U.S. Mail and facsimile to (813) 229 -8313 RE: City of Clearwater Flexible Development Cases: FLD2004- 04025/TDR2004 -09011 and FLD2007- 03008, 521 South Gulfview Boulevard Dear Ms. Zelman: This letter is in response to your letter of May 14, 2007 to my client, Mr. Christopher Hubbard, Public Art Specialist, City of Clearwater. I have reviewed the above referenced cases in light of the Public Art Ordinance ( "Ordinance ") and made the following determination. All development provided for in approved application FLD2004- 04025/TDR2004 -09011 is exempt from the Public Art Fee. Section 3- 2405(3)(c) provides an exemption for projects that obtained a building permit prior to October 1, 2006. Decade Gulf Coast Hotel Partners obtained building permit BCP2005 -01645 for the project on February 28, 2005, (with additional permits issued subsequently). Therefore the project as described in FLD2004- 04025/TDR2004 -09011 is exempt from the Public Art Fee. Development as provided for in FLD2007 -03008 will be subject to the Public Art Fee, as an agreed -upon condition of the Development Order, should it reach the threshold of $5,000,000 in Aggregate Job Value as defined in the Ordinance. All other provisions of the Ordinance shall apply. Please feel free to contact me directly should you have any additional questions or concerns. Sinc rely, Laura Lipowski Assistant City Attorney cc: Art Kader, Margo Walbolt and Christopher Hubbard — Parks and Recreation Department Michael Delk and�qW,�'ayrie`:Wells — Planning Department FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER HOYT HAMILTON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" Wells, Wayne From: Wells, Wayne Sent: Wednesday, May 23, 2007 5:34 PM To: Keith Zayac (E -mail) Subject: 521 S. Gulfview Blvd. Keith - This is in response to your phone message this morning about 9:00 am. I understand you are trying to fill out the application to the Board of Adjustment and Appeal for Building and Flood. Kevin Garriott (562 -4567) administers these variances. I really don't know anything about the application or process, or that Board and any of its decisions. Contact Kevin Garriott if you have any questions. Wayne r 6 Wells, Wayne From: System Administrator To: Keith Zayac (E -mail) Sent: Thursday, May 17, 2007 10:56 AM Subject: Undeliverable: FLD2007- 03008, 521 S. Gulfview Blvd. Your message did not reach some or all of the intended recipients. Subject: FLD2007- 03008, 521 S. Gulfview Blvd. Sent: 5/16/2007 10:51 AM The following recipient(s) could not be reached: Keith Zayac (E -mail) on 5/17/2007 10:56 AM Could not deliver the message in the time limit specified. Please retry or contact your administrator. <msb- eml- 2.clearwater -fl.com #4.4.7> 0 Wells, Wayne From: Wells, Wayne Sent: Thursday, May 17, 2007 11:46 AM To: Keith Zayac (E -mail) Subject: FLD2007- 03008, 521 S. Gulfview Blvd. Keith - I am sending this email to include the email sent to you on May 16, 2007, but came back as "undeliverable ". Wayne From: Wells, Wayne Sent: Wednesday, May 16, 2007 10:51 AM To: Keith Zayac (E -mail) Subject: FLD2007- 03008, 521 S. Gulfview Blvd. Keith - Attached is the Development Order for the above project. The original letter will be mailed. As we discussed this morning, please have the elevation sheet amended to reflect the agreed upon plan at the CDB meeting and submit one copy for our files. Thanks. Wayne Gulfview S 521 Development Ord... Wells, Wayne From: Wells, Wayne Sent: Wednesday, May 16, 2007 10:51 AM To: Keith Zayac (E -mail) Subject: FLD2007- 03008, 521 S. Gulfview Blvd. Keith - Attached is the Development Order for the above project. The original letter will be mailed. As we discussed this morning, please have the elevation sheet amended to reflect the agreed upon plan at the CDB meeting and submit one copy for our files. Thanks. Wayne Gulfview S 521 Development Ord... t C I TY OF LEARWATE R POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAx (727) 562 -4865 PLANNING DEPARTMENT May 16, 2007 Mr. Keith E. Zayac, P.E., RLA Keith Zayac & Associates, Inc. 701 South Enterprise Road East, Suite 404 Safety Harbor, FL 34695 RE: Development Order - Case FLD2007 -03008 521 South Gulfview Boulevard Dear Mr. Zayac: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On May 15, 2007, the Community Development Board reviewed your request for Flexible Development approval to permit the addition of a 6,144 square -foot conference center as an accessory use to an existing hotel, part of a previously approved mixed use (189 -room overnight accommodation use [hotel], accessory waverunner business, restaurant, office and 77 attached dwellings approved under FLD2004- 04025/TDR2004 -09011 on January 18, 2005), with a deviation to the required stacking spaces at the driveways, as a Comprehensive Infill Redevelopment Project under the provisions of Section 2- 803.C. The Community Development Board (CDB) APPROVED the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. The subject 4.87 acres is located on the west side of South Gulfview Boulevard, between Hamden Drive and Bayway Boulevard; 2. The current use of the site is a hotel; 3. On January 18, 2005, the Community Development Board (CDB) approved with 14 conditions a Flexible Development application for this property for the Termination of Status of a Nonconformity for density (existing 289 - rooms /units overnight accommodation use — to be converted to 241 - rooms /units overnight accommodation use and 36 dwelling units), to permit a mixed use (241 - room/unit overnight accommodation use [including accessory restaurant, retail sales and wave runner business], 38 attached dwellings, a restaurant and an office use) and for the Transfer of Development Rights for two dwelling units from 850 Bayway Boulevard (FLD2004- 04025/TDR2004- 09011); 4. A Minor Revision was approved December 28, 2005, for architectural modifications to the hotel building only and to remove a second level covered walkway connecting the new and existing buildings; 5. A Minor Revision was approved April 5, 2006, revising the unit counts providing for a change in use from overnight accommodations (52 rooms) to residential condominium (39 dwellings) that did not result in an increase in the minimum number of parking spaces required. Therefore, the new building on the west side of the property will solely contain 77 attached dwellings; FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CARLEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATP✓E ACTION EMPLOYER" May 16, 2007 Zayac — Page Two 6. Building permits have been issued to remodel the existing hotel, reducing the number of rooms from 289 to 189 rooms in accordance with the approval under FLD2004- 04025/TDR2004- 09011; 7. The proposal is to construct a 6,144 square -foot conference center as an accessory use to the existing hotel in the southeast corner of the property as a freestanding building; 8. The one -story conference center over ground -level parking is proposed at a setback of 13.6 feet from the east property line (minimum of 10 feet required) and at a height of 15.42 feet (to flat roof deck); 9. The structure has been designed to be consistent in character with the architectural style and exterior color of the hotel currently being remodeled; 10. Any approval of this application will require a variance to be approved by the City's Board of Adjustment and Appeal for Building and Flood, as the proposed conference center does not meet an 18 -foot setback from the seawall as a Building Code requirement; 11. No additional parking is required for this accessory conference center, where overall 362 parking spaces are required and 381 spaces are being provided; 12. There are no changes to the driveway locations on South Gulfview Boulevard, as they are the same as previously approved and setbacks to pavement along the north, east and south are the same as or greater than that previously approved; 13. The proposal includes a deviation to the required stacking spaces at the driveways; 14. While there are parking lot modifications to the east side of the property included in this proposal, landscaping of the eastern portion of the property is similar to that previously approved; and 15. That there is an active Code Enforcement case for this property regarding signage issues, which has little bearing on the decision of this application. Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Tables 2 -801.1 and 2 -803 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2 -803.0 of the Community Development Code; and 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913 of the Community Development Code. Conditions of Approval: 1. That all conditions of approval adopted by the CDB for Case No. FLD2004- 04025/TDR2004 -09011 are still in effect; 2. That approval of the conference center be subject to the approval of a variance to the seawall setbacks by the Board of Adjustment and Appeal for Building and Flood, with such approval granted prior to the issuance of any permits for the conference center; 3. That the new compactor dumpster enclosure east of the building meet the design standards of the Solid Waste Department, including the inside width of the enclosure and the length of the concrete apron outside the enclosure; and 4. That this property be subject to the Public Art and Design Ordinance and Impact Fee. Pursuant to Section 4 -407, an application for a building permit shall be made within one year of Flexible Development approval (May 15, 2008). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. 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 Community Development Board may a 0 • May 16, 2007 Zayac — Page Three 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 -502.13 by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on May 29, 2007 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727 -562 -4504. You can access zoning information for parcels within the City through our website: www.Myclearwater.com/gov/depts/Tlannin . Sincerely, Michae Delk, AIC Planning Director S: (Planning DepartmentlCD BIFLEX (FLD)IInactive or Finished Applications I GulfviewS0521 Entrada #2 (7) - Approved1Gulfview S 521 Development Order 5.16.07.doc Wells, Wayne From: Richard Marcel [Richard @Keithzayac.com] Sent: Tuesday, May 15, 2007 10:49 AM To: Wells, Wayne Cc: Delk, Michael; Thompson, Neil; keith @Keithzayac.com Subject: RE: conf center RM- 301new (2).dwg A3.pdf Wayne, Everything should be labeled accordingly. Please call me ASAP if it is not. Thank you, Richard Marcel Keith Zayac & Associates, Inc. 701 Enterprise Road, Suite 404 Safety Harbor, F1 34695 (P) 727 - 793 -9888 (F) 727 - 793 -9855 (C) 727 - 488 -1002 DISCLAIMER OF LIABILITY Keith Zayac & Associates, Inc. (KZA) makes the electronically stored data available for information purposes only. No warranty, either expressed or implied, is made regarding the accuracy or reliability of the aforementioned data. KZA reserves the right to revise, update, and improve its electronically stored data without notice and assumes no responsibility for any images which may arise as a result of the use of its data. The user agrees to verify the data to ascertain its accuracy for the intended use. KZA makes every effort to ensure the data is virus free; however, KZA assumes no responsibility for damages caused by the installation /use of the enclosed data. Use of the enclosed data indicates the user accepts the conditions contained herein. Please note, in some cases final approval may not have been issued by all the permitting agencies; hence, modifications, which are not depicted on the enclosed electronically stored data, may be required. Unless other arrangements have been agreed to, use of the electronically stored data for any activities shall proceed solely at the risk and responsibility of recipient /user of said electronically stored data. Additionally, any use of the enclosed electronically stored data shall relieve KZA and /or any of its employees from liability /responsibility regarding any modifications to said electronically stored data which may be required due to reviewing.agencies' comments and /or final design revisions /modifications. - - - -- Original Message---- - From: Wayne.Wells @myClearwater.com Sent: Monday, May 14, 2007 2:44 PM To: Richard @Keithzayac.com Cc: michael.delk @MyClearwater.com; keith@keithzayac.com Subject: FW: conf center Richard - [ mailto :Wayne.Wells @myClearwater.com] neil.thompson @MyClearwater.com; The current plans indicate the dimension from the top of roof (indicated as the lowest top of parapet) to the highest top of parapet is 2' -8" + 8' -711, . which equals 11' -311. You are proposing a different parapet, the east and west elevations (north and south don't look any you know the dimension from the top of the roof deck to the pitched roof? With this redesign, which can be viewed as a is it acceptable to Bill Shephard? Wayne - - - -- Original Message---- - From: Delk, Michael Sent: Monday, May 14, 2007 2:03 PM To: Wells, Wayne Subject: FW: conf center Wayne - We need to discuss. michael - - - -- Original Message---- - From: Richard. Marcel [mailto:Richard@Keithzayac.com] ppimarily on different). Do top of the Kinor Revision, Sent: Monday, May 14, 2007 1:36 PM To: Delk, Michael Cc: 'Keith Zayac' Subject: FW: conf center Michael, Attached is a copy of the Entrada Conference Center depicting revised elevations. Please give us a call if you have any questions. Thank you, Richard Marcel Keith Zayac & Associates, Inc. 701 Enterprise Road, Suite 404 Safety Harbor, F1 34695 (P) 727 - 793 -9888 (F) 727 - 793 -9855 (C) 727 - 488 -1002 DISCLAIMER OF LIABILITY Keith Zayac & Associates, Inc. (KZA) makes the electronically stored data available for information purposes only. No warranty, either expressed or implied, is made regarding the accuracy or reliability of the aforementioned data. KZA reserves the right to revise, update, and improve its electronically stored data without notice and assumes no responsibility for any images which may arise as a result of the use of its data. The user agrees to verify the data to ascertain its accuracy for the intended use. KZA makes every effort to ensure the data is virus free; however, KZA assumes no responsibility for damages caused by the installation /use of the enclosed data. Use of the enclosed data indicates the user accepts the conditions contained herein. Please note, in some cases final approval may not have been issued by all the permitting agencies; hence, modifications, which are not depicted on the enclosed electronically stored data, may be required. Unless other arrangements have been agreed to, use of the electronically stored data for any activities shall proceed solely at the risk and responsibility of recipient /user of said electronically stored data. Additionally, any use of the enclosed electronically stored data shall relieve KZA and /or any of its employees from liability /responsibility regarding any modifications to said electronically stored data which may be required due to reviewing agencies' comments and /or final design revisions /modifications. - - - -- Original Message---- - From: Gillett Associates [mailto:dd@gillettardt.com] Sent: Monday, May 14, 2007 1:20 PM To: Richard Marcel Subject: conf center Dan Draper - Architect Gillett Associates 25 South Osprey Ave Sarasota, F1 34236 941 - 957 -4477 x -203 941 - 957 -4151 fax NORTH ELEVATION 11 SOUTH ELEVATION xa WEST ELEVATION Wall -.ML.Q- Willi SOUTH ELEVATION xa WEST ELEVATION EAST LEMON /4f -- FLOOR PLAN ELEVATIONS NORTH GRAN SCML SC N FER 1/8" A3.01 0 • � 1 IIIIIIIIIIIIIIII III�IIIIIIIIII :: ::I:: ::I��[ EAST LEMON /4f -- FLOOR PLAN ELEVATIONS NORTH GRAN SCML SC N FER 1/8" A3.01 0 • C Wells, Wayne Ll From: Richard Marcel [Richard @Keithzayac.com] Sent: Tuesday, May 15, 2007 9:08 AM To: Wells, Wayne Cc: Delk, Michael; Thompson, Neil; keith @Keithzayac.com Subject: RE: conf center Wayne, Attached is a copy of sheet 3.01 revised from Gillett & Associates which eliminates the east and west parapet. Please give us a call if you have any questions. Thank you, Richard Marcel Keith Zayac & Associates, Inc. 701 Enterprise Road, Suite 404 Safety Harbor, Fl 34695 (P) 727 - 793 -9888 (F) 727 - 793 -9855 (C) 727 - 488 -1002 DISCLAIMER OF LIABILITY Keith Zayac & Associates, Inc. (KZA) makes the electronically stored data available for information purposes only. No warranty, either expressed or implied, is made regarding the accuracy or reliability of the aforementioned data. KZA reserves the right to revise, update, and improve its electronically stored data without notice and assumes no responsibility for any images which may arise as a result of the use of its data. The user agrees to verify the data to ascertain its accuracy for the intended use. KZA makes every effort to ensure the data is virus free; however, KZA assumes no responsibility for damages caused by the installation /use of the enclosed data. Use of the enclosed data indicates the user accepts the conditions contained herein. Please note, in some cases final approval may not have been issued by all the permitting agencies; hence, modifications, which are not depicted on the enclosed electronically stored data, may be required. Unless other arrangements have been agreed to, use of the electronically stored data for any activities shall proceed solely at the risk and responsibility of recipient /user of said electronically stored data. Additionally, any use of the enclosed electronically stored data shall relieve KZA and /or any of its employees from liability /responsibility regarding any modifications to said electronically stored data which may be required due to reviewing agencies' comments and /or final design revisions /modifications. - - - -- Original Message---- - From: Wayne.Wells @myClearwater.com Sent: Monday, May 14, 2007 2:44 PM To: Richard @Keithzayac.com Cc: michael.delk @MyClearwater.com; keith@keithzayac.com Subject: FW: conf center Richard - [ mailto :Wayne.Wells @myClearwater.com] neil.thompson @MyClearwater.com; The current plans indicate the dimension from the top of roof (indicated as RM- 301new.dwg Entrada_RM -301ne w.dwg A3.pdf Wayne, Attached is a copy of sheet 3.01 revised from Gillett & Associates which eliminates the east and west parapet. Please give us a call if you have any questions. Thank you, Richard Marcel Keith Zayac & Associates, Inc. 701 Enterprise Road, Suite 404 Safety Harbor, Fl 34695 (P) 727 - 793 -9888 (F) 727 - 793 -9855 (C) 727 - 488 -1002 DISCLAIMER OF LIABILITY Keith Zayac & Associates, Inc. (KZA) makes the electronically stored data available for information purposes only. No warranty, either expressed or implied, is made regarding the accuracy or reliability of the aforementioned data. KZA reserves the right to revise, update, and improve its electronically stored data without notice and assumes no responsibility for any images which may arise as a result of the use of its data. The user agrees to verify the data to ascertain its accuracy for the intended use. KZA makes every effort to ensure the data is virus free; however, KZA assumes no responsibility for damages caused by the installation /use of the enclosed data. Use of the enclosed data indicates the user accepts the conditions contained herein. Please note, in some cases final approval may not have been issued by all the permitting agencies; hence, modifications, which are not depicted on the enclosed electronically stored data, may be required. Unless other arrangements have been agreed to, use of the electronically stored data for any activities shall proceed solely at the risk and responsibility of recipient /user of said electronically stored data. Additionally, any use of the enclosed electronically stored data shall relieve KZA and /or any of its employees from liability /responsibility regarding any modifications to said electronically stored data which may be required due to reviewing agencies' comments and /or final design revisions /modifications. - - - -- Original Message---- - From: Wayne.Wells @myClearwater.com Sent: Monday, May 14, 2007 2:44 PM To: Richard @Keithzayac.com Cc: michael.delk @MyClearwater.com; keith@keithzayac.com Subject: FW: conf center Richard - [ mailto :Wayne.Wells @myClearwater.com] neil.thompson @MyClearwater.com; The current plans indicate the dimension from the top of roof (indicated as the lowest top of parapet) to the highest top of parapet is 2• " + 8' -711, which equals 11' -311. You are - proposing a different parapet, primarily on the east and west elevations (north and south don't look any different). Do you know the dimension from the top of the roof deck to the top of the pitched roof? With this redesign, which can be viewed as a Minor Revision, is it acceptable to Bill Shephard? Wayne - - - -- Original Message---- - From: Delk, Michael Sent: Monday, May 14, 2007 2:03 PM To: Wells, Wayne Subject: FW: conf center Wayne - We need to discuss. michael - - - -- Original Message---- - From: Richard Marcel [mailto:Richard @Keithzayac.com] Sent: Monday, May 14, 2007 1:36 PM To: Delk, Michael Cc: 'Keith Zayac' Subject: FW: conf center Michael, Attached is a copy of the Entrada Conference Center depicting revised elevations. Please give us a call if you have any questions. Thank you, Richard Marcel Keith Zayac & Associates, Inc. 701 Enterprise Road, Suite 404 Safety Harbor, F1 34695 (P) 727 - 793 -9888 (F) 727 - 793 -9855 (C) 727 - 488 -1002 DISCLAIMER OF LIABILITY Keith Zayac & Associates, Inc. (KZA) makes the electronically stored data available for information purposes only. No warranty, either expressed or implied, is made regarding the accuracy or reliability of the aforementioned data. KZA reserves the right to revise, update, and improve its electronically stored data without notice and assumes no responsibility for any images which may arise as a result of the use of its data. The user agrees to verify the data to ascertain its accuracy for the intended use. KZA makes every effort to ensure the data is virus free; however, KZA assumes no responsibility for damages caused by the installation /use of the enclosed data. Use of the enclosed data indicates the user accepts the conditions contained herein. Please note, in some cases final approval may not have been issued by all the permitting agencies; hence, modifications, which are not depicted on the enclosed electronically stored data, may be required. Unless other arrangements have been agreed to, use of the electronically stored data for any activities shall proceed solely at the risk and responsibility of recipient /user of said electronically stored data. Additionally, any use of the enclosed electronically stored data shall relieve KZA and /or any of its employees from liability /responsibility regarding any modifications to said electronically stored data which may be required due to reviewing agencies' comments and /or final design revisions /modifications. 2 - - - -- Original Message---- - From: Gillett Associates [mailto:dd@gillettardt.com] Sent: Monday, May 14, 2007 1:20 PM To: Richard Marcel Subject: conf center Dan Draper - Architect Gillett Associates 25 South Osprey Ave Sarasota, F1 34236 941 - 957 -4477 x -203 941 - 957 -4151 fax "AaL NORTH ELEVATION SOUTH ELEVATION wy Y, mn- 4t WEST ELEVATION ICI! � ©, EAST ELEVATION /4f- • FLOOR PLAN ELEVATIONS NORTH GRAPHIC S �pb SCU N 111T.. 1/8" A3.01 ■moo ,� mn- 4t WEST ELEVATION ICI! � ©, EAST ELEVATION /4f- • FLOOR PLAN ELEVATIONS NORTH GRAPHIC S �pb SCU N 111T.. 1/8" A3.01 Wells, Wayne From: City of Clearwater Postmaster Sent: Monday, May 14, 2007 7:45 PM To: Wells, Wayne Subject: Delivery Status Notification (Delay) ATT5562920.bct FW: conf center This is an automatically generated Delivery Status Notification. THIS IS A WARNING MESSAGE ONLY. YOU DO NOT NEED TO RESEND YOUR MESSAGE. Delivery to the following recipients has been delayed. Richard @Keithzayac.com keith @keithzayac.com 1 • Wells, Wayne From: Wells, Wayne Sent: Monday, May 14, 2007 2:44 PM To: 'Richard @Keithzayac.com' Cc: Delk, Michael; Thompson, Neil; Keith Zayac (E -mail) Subject: FW: conf center RM- 301new.dwg Entrada_RM -301ne w.dwg A3.pdf Richard - • The current plans indicate the dimension from the top of roof (indicated as the lowest top of parapet) to the highest top of.parapet is 2' -8" + 8' -711, which equals 11' -311. You are proposing a different parapet, primarily on the east and west elevations (north and south don't look any different). Do you know the dimension from the top of the roof deck to the top of the pitched roof? With this redesign, which can be viewed as a Minor Revision, is it acceptable to Bill Shephard? Wayne - - - -- Original Message ----- From: Delk, Michael Sent: Monday, May 14, 2007 2:03 PM To: Wells, Wayne Subject: FW: conf center Wayne - We need to discuss. michael ----- Original.Message ----- From: Richard Marcel [mailto:Richard @Keithzayac.com] Sent: Monday, May 14, 2007 1:36 PM To: Delk, Michael Cc: 'Keith Zayac' Subject: FW: conf center Michael, Attached is a copy of the Entrada Conference Center depicting revised elevations. Please give us a call if you have any questions. Thank you, Richard Marcel Keith Zayac & Associates, Inc. 701 Enterprise Road, Suite 404 Safety Harbor, F1 34695 (P) 727 - 793 -9888 (F) 727 - 793 -9855 .(C) 727- 488 -1002 DISCLAIMER OF LIABILITY Keith Zayac & Associates, Inc. (KZA) makes the electronically stored data available for information purposes only. No warranty, either expressed or implied, is made regarding the accuracy or reliability of the aforementioned 1 • data. KZA reserves the right to revise, update, and improve its electronically stored data without notice and assumes no responsibility for any images which may arise as a result of the use of its data. The user agrees to verify the data to ascertain its accuracy for the intended use. KZA makes every effort to ensure the data is virus free; however, KZA assumes no responsibility for damages caused by the installation /use of the enclosed data. Use of the enclosed data indicates the user accepts the conditions contained herein. Please note, in some cases final approval may not have been issued by all the permitting agencies; hence, modifications, which are not depicted on the enclosed electronically stored data, may be required. Unless other arrangements have been agreed to, use of the electronically stored data for any activities shall proceed solely at the risk and responsibility of recipient /user of said electronically stored data. Additionally, any use of the enclosed electronically stored data shall relieve KZA and /or any of its employees from liability /responsibility regarding any modifications to said electronically stored data which may be required due to reviewing agencies' comments and /or final design revisions /modifications. - - - -- Original Message---- - From: Gillett Associates [mailto:dd @gillettardt.com] Sent: Monday, May 14, 20.07 1:20 PM To: Richard Marcel Subject: conf center Dan Draper - Architect Gillett Associates 25 South Osprey Ave Sarasota, F1 34236 941 - 957 -4477 x -203 941 - 957 -4151 fax 2 PAM- gw--- h2-- SOUTH ELE %TION 41= WEST ELEVAMN lull /I-- FLOOR PLAN auveaoxs ?MTN f A3. 01 • 13 - - - - - - - - - - - - - - - - - -- - - - - -- - - - ........... 41= WEST ELEVAMN lull /I-- FLOOR PLAN auveaoxs ?MTN f A3. 01 • Wells, Wayne From: Wells; Wayne Sent: Wednesday, April 25, 2007 11:40 AM To: Keith Zayac (E -mail) Subject: FW: FLD2O07- 03008, 521 S. Gulfview Blvd. Trying again to send to you. - - - -- Original Message---- - From: Wells, Wayne Sent: Tuesday, April 24, 2007 1:19 PM To: Keith Zayac (E -mail) Subject: FW: FLD2007- 03008, 521 S. Gulfview Blvd. The below came back as undeliverable. - - - -- Original Message---- - From: Wells, Wayne Sent: Tuesday, April 24, 2007 1:15 PM To: 'Keith Zayac' Subject: RE: FLD2007- 03008, 521 S. Gulfview Blvd. Keith - Regarding the compactor enclosure on the east side, I talked to Tom Glenn today (he is in Las Vegas - will return on Monday). He said he needs 14 -16 feet wide inside the enclosure, with a minimum length of 21 feet. He mentioned a minimum of 10 feet in front of the dumpster enclosure (I don't know if this means the concrete pad or what). Need to revise the plans appropriately. The minimum setback to the east property line for the enclosure and pavement is 2.95 feet (as originally approved). Wayne - - - -= Original Message---- - From: Keith Zayac [mailto:keith @keithzayac.com] Sent: Monday, April 23, 2007 5:40 PM To: Wells, Wayne Subject: Re: FLD2007- 03008, 521 S. Gulfview Blvd. Thanks Wayne, I think I am confusing myself on this submittal. It is very complex based on past approvals. Keith E. Zayac, P.E., RLA Keith Zayac & Associates, Inc. 701 Enterprise Road, Ste 404 Safety Harbor, FL 34695 727 - 793 -9888 phone 727 - 793 -9855 fax - - - -- Original Message - - - -- From: <Wayne.Wells @myClearwater.com> To: <keith @keithzayac.com> Cc: <richard @keithzayac.com> Sent: Monday, April 23, 2007 3:16 PM Subject: FLD2007- 03008, 521 S. Gulfview Blvd. Keith - I need the following changes made to the application package for the above referenced application. Please submit revised application material (one 1 original and 14 copies) by n• on Friday, April 27, 2007: • LANDSCAPE: 1. Sheet 9/10 - Along the east property line, approximately at midpoint, it is indicated as three SP, but the plant symbol is not for SP. Revise. 2. Sheet 9/10 - Along the east property line, starting at the right -of -way line and going to the dumpster enclosure apron, a hedge is shown, which has the symbol of VS, but it is not indicated as VS, nor the number of shrubs to be planted. Revise. 3. Sheet 9/10 - Plant List - a. The symbol for WR is the same as SP. Revise WR. b. 5 QV are indicated in the List, yet on the plan there are 6 QV indicated. Revise 5 to 6 in the Plant List. SOLID WASTE: 1. Indicate on the plan the turning template for a solid waste truck for the compactor unit on the east side. Need to show additional concrete area outside of the compactor enclosure for the truck and roll -off compactor. ZONING: 1. 4/23/07 - WW Revise Page 1 of the application to read 212,148 square feet. 3/13/07 - WW Site area still unclear. Sheet 4/10 states 212,075 square feet in General Notes #5 (but 212,148 square feet in General Notes #20) and application now states 212,418 square feet, whereas prior FLD application stated 212,148 square feet. What is the correct site area? Should be 212,075 square feet. Revise ALL appropriate locations on plans and application material. 3/6/07 - WW Unclear of site area. This application states the site area to be 212, 075 square feet, yet the prior FLD application stated 212,148 square feet. What happened to 73 square feet? 2. 4/23/07 - WW Sheet 4/10 revised the provided parking to 381 spaces. Revise Attachment B to 381 spaces. 3/29/07 - WW Revise Attachment B for building height and the number of parking spaces (note: the number of parking spaces increased with this proposal - revise last sentence). 3. 4/23/07 - WW Revise Attachment C - part of this request, 3/29/07 - WW. Revise Attachment C - reductions /increases, center (fix the squar Eliminate the reduction to the setback to seawall as as the CDB cannot act on this. c Eliminate all previously approved etc. and only have the addition of the conference e footage and height). Call me if you have any questions. Thanks. Wayne 7 � • • Pagel of 3 Wells, Wayne From: Joe Burdette Oburdette505 @tampabay.rr.com] Sent: Monday, April 30, 2007 10:23 PM To: Wells, Wayne Subject: RE: Joe Burdette: Re: CDB, Notice for FLD2007 -03008 Just a question from Shephard to me. No problem with you seeing it. He just wants an answer. I don't think this is any problem and they could have avoided all of this simply by talking to Shephard. Joe - - - -- Original Message---- - From: Wayne.WelIs @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Monday, April 30, 2007 4:33 PM To: jburdette505 @tampabay.rr.com Subject: FW: Joe Burdette: Re: CDB Notice for FLD2007 -03008 Joe - Was this meant for my eyes? Wayne - - - -- Original Message---- - From: Bill [mailto:bill @shephards.com] Sent: Monday, April 30, 2007 3:20 PM To: Wells, Wayne Subject: RE: Joe Burdette: Re: CDB Notice for FLD2007 -03008 Joe. DOES THE 77 UNITS GO ON THE OTHER SIDE NEAR 440? HOW DO THEY GET AWAY WITH NO PUBLIC PARKING WHEN THIS WAS THE DEAL? THIS IS BULL SHIT. SHOULD I GET HARRY CLINE INVOLVED? IS NOT THEIR A VIEW CORRIDER? From: Wayne.Wells @myClearwater.com [ mailto :Wayne.Wells @myClearwater.com] Sent: Monday, April 30, 2007 1:17 PM To: Hunraf @aol.com Cc: Sherry.Watkins @myClearwater.com Subject: RE: Joe Burdette: Re: CDB Notice for FLD2007 -03008 Joe - 1. That is correct. 2. "Stacking spaces" is the distance from the right -of -way line to the first parking space or drive aisle, and is a function of the number of parking spaces in the parking lot. Since this development has more than 51 spaces, the requirement is for a 40 -foot dimension, which they are not providing. The requirement for stacking spaces was adopted after the original development proposal was approved, which this development proposal does not change the parking areas near the driveways. Therefore, they are requesting a deviation from the requirement. 3. With the Minor Revision for this project, there will be no public parking provided with this 5/11/2007 • • Page 2 of 3 development. As to intent to construct the 77 attached dwellings, I would suggest talking to the owner. It is my assumption that they have intentions to construct it, just like any other property owner /developer with an approved project on Clearwater Beach dealing with market issues. As for the rendering, I would suggest coming and looking at the application material first to determine what you would like a copy of. Some things may be easier than others to copy. You may see Sherry Watkins or myself. As for meeting on this project on Wednesday, I would prefer meeting a few minutes earlier rather than meeting after the Marbella project discussion, as we have a field trip on Wednesday afternoon. Wayne - - - -- Original Message---- - From: Hunraf @aol.com [mailto:Hunraf @aol.com] Sent: Saturday, April 28, 2007 2:46 PM To: Wells, Wayne Cc: Delk, Michael; bill @shephards.com; paul @shephards.com Subject: Joe Burdette: Re: CDB Notice for FLD2007 -03008 Wayne I am the Owner's Representative for Shephard's Beach Resort and we have received notice of the CDB hearing of May 15, re: FLD2007 -03008 for the property located at 521 South Gulfview Boulevard. Shepard's Beach Resort is the immediately adjacent to this proposed project. While Bill Shephard is probably the biggest advocate for hotel uses on the beach and, in general, supports all his fellow hotel owners' efforts to improve their property, no one from Gulfcoast Hotel Partners has even contacted him to show him what this proposed addition entails. As an affected property owner with party status, could you get me a dimensioned copy of the color rendering that was provided with this application so I can provide it to Mr. Shephard so he is aware of exactly what is being proposed. I would have just a few other questions as well: 1. According to the notice, the only deviation they are requesting is a deviation to the required stacking spaces at the driveway and there is no request for any deviation in setbacks or height. Is that correct? 2. What kind of deviation in the required stacking spaces are they asking for? 3. As I recall, this project was originally planned and approved in January of 2005 to include a 77 attached dwellings on the existing front parking lot. The dwellings were to be above a parking structure that included some 100 spaces that would be made available to the public. I have heard that they no longer intend to build that part of the project. Is that, to the best of your knowledge, still the case? Is the Development Order allowing 5/11/2007 • Page 3 of 3 them to build these 77 units above parking still active or has it expired? Wayne: At this time, Mr. Shephard is not objecting to the proposed project, but is simply trying to get the information he needs to makes any such decision. I do not know the developers of this project, but would think it would be in their best interest to contact either Mr. Shephard or Paul Andrews at Shephard's Beach Resort and discuss the proposed project prior to the CDB meeting and hopefully satisfy Mr. Shephard that this is a project he can support. If you could give me a little time prior to our meeting next Wednesday with Michael Delk on the Coronado garage (or right afterwards) to discuss this further I would appreciate it. We might also be able to resolve any of Mr. Shephard's concerns if you can just answer the above questions and email me a dimensioned color rendering of what they want to construct. Again, Mr. Shephard is not objecting at this time. I am just amazed that Gulfcoast Hotel Partners have not even walked next door to discuss this with him. That, to me, is "How To Obtain CDB Approval 101." Thanks Joe See what's free at AOL.com. 5/11/2007 0 Wells, Wayne From: Keith Zayac [keith @keithzayac.com] Sent: Thursday, May 10, 2007 8:46 AM To: Wells, Wayne Cc: Jeff Keierleber Subject: Re: FLD2007- 03008, 521 S. Gulfview Blvd. The conditions are acceptable.. Keith E. Zayac, P.E., RLA Keith Zayac & Associates, Inc. 701 Enterprise Road, Ste 404 Safety Harbor, FL 34695 727 - 793 -9888 phone 727 - 793 -9855 fax - - - -- Original Message - - - -- From: <Wayne.Wells @myClearwater.com> To: <keith@keithzayac.com> Sent: Thursday, May 10, 2007 8:36 AM Subject: FLD2007- 03008, 521 S. Gulfview Blvd. • Keith - Attached is the Staff Report for the above referenced case, to be heard by the CDB at 1:00 pm on May 15, 2007. Please let me know by noon on Monday, May 14, 2007, whether the Conditions of Approval are acceptable or not. Wayne <<Gulfview S 521 Staff Report.doc>> 1 Wells, Wayne From: Wells, Wayne Sent: Thursday, May 10, 2007 8:37 AM To: Keith Zayac (E -mail) Subject: FLD2007- 03008, 521 S. Gulfview Blvd. Keith - Attached is the Staff Report for the above referenced case, to be heard by the CDB at 1:00 pm on May 15, 2007. Please let me know by noon on Monday, May 14, 2007, whether the Conditions of Approval are acceptable or not. Wayne Gulfview S 521 Staff Report.do... Page 1 of 1 Wells, Wayne From: Wells, Wayne Sent: Tuesday, May 08, 2007 3:33 PM To: 'Keith Zayac' Subject: RE: Entrada Thanks, that is what I intended to do. - - - -- Original Message---- - From: Keith Zayac [mailto:keith @keithzayac.com] Sent: Tuesday, May 08, 2007 3:30 PM To: Wells, Wayne Subject: Entrada Wayne, we are currently showing a 12'x24 ft compacter area which we can easily change to 14'x21' with 10 ft in front. If you could just make this a condition we have already revised the plan. Keith E. Zayac, P.E., RLA Keith Zayac & Associates, Inc. 701 Enterprise Road, Ste 404 Safety Harbor, FL 34695 727 - 793 -9888 phone 727- 793 -9855 fax 5/8/2007 Keith Zayac & Associates, Inc. Civil Engineering, Landscape Architecture, Planning Friday, April 27, 2007 Wayne Wells City of Clearwater Re: FLD2007- 03008, 521 S. Gulfview Blvd. Dear Mr. Wells: 317-04 PERMM 701 S. Enterprise Road E., Ste 404 Safety Harbor, FL 34695 (727) 793 -9888 Phone (727) 793 -9855 Fax keith @keithzayac.com EB 9351 LC 26000212 ORIGINAL RECEIVED V'R, 2 7 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Following are the responses to the comments that were received on 04.23.07. LANDSCAPE: 1. Sheet 9/10 - Along the east property line, approximately at midpoint, it is indicated as three SP, but the plant symbol is not for SP. Revise. A: The symbols were correct and the label type was changed to WR. 2. Sheet 9/10 - Along the east property line, starving at the right-of-way line and going to the dumpster enclosure apron, a hedge is shown, which has the symbol of VS, but it is not indicated as VS, nor the number of shrubs to be planted. Revise. A: The callout has been added with 62 VS shrubs. 3. Sheet 9/10 - Plant List - a. The symbol for WR is the same as SP. Revise WR. A. The symbol has been updated. B: 5 QV are indicated in the List, yet on the plan there are 6 QV indicated. Revise 5 to 6 in the Plant List. A. The QV quantity total has been revised to 6 trees. SOLID WASTE: 1. Indicate on the plan the turning template for a solid waste truck for the compactor unit on the east side. Need to show additional concrete area outside of the compactor enclosure for the truck and roll-off compactor. A: A viewport on sheet 4, site plan has been added to show the turning template for the compactor unit. ZONING: 1. 4/23/07 — WW Revise Page 1 of the application to read 212,148 square feet. A: Pagel of the application has been revised to show 212,148 sf. T,'-;A- 17._ -- o_ A --- ----- 3/13/07 — WW Site area still unclear. Sheet 4/10 states 212,075 square feet in General Notes #5 (but 212,148 square feet in General Notes #20) and application now states 212,418 square feet, whereas prior FILD application stated 212,148 square feet. What is the correct site area? Should be 212,075 square feet. Revise ALL appropriate locations on plans and application material. A: The site plan and application have been updated to show212,148 sf. 3/6/07 — WW Unclear of site area. This application states the site area to be 212, 075 square feet, yet the prior FLD application stated 212,148 square feet. What happened to 73 square feet.? A: The correct site area is 212,148 stand has been updated accordingly. 2. 4/23/07 — WW Sheet 4/10 revised the provided parking to 381 spaces. Revise Attachment B to 381 spaces. A: Parking note has been revised to show 381 spaces. 3/29/07 — WW Revise Attachment B for building height and the number of parking spaces (note: the number of parking spaces increased with this proposal - revise last sentence). A. Attachment B has been revised to show 381 spaces. 3. 4/23/07 — WW Revise Attachment C - Eliminate the reduction to the setback to seawall as part of this request, as the CDB cannot act on this. A: The reduction of the seawall setback has been removed 3/29/07 — WW Revise Attachment C - Eliminate all previously approved reductions /increases, etc. and only have the addition of the conference center (fix the square footage and height). A: Attachment Chas been revised per comments. Keith Zayac & Associates President ORIGINAL. RECEIVED PR 2 7 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Project Entrada — 521 S. GuYview Blvd A-- 1:__.:_._ 44 T-r T\nM^7 A,) MO T7_: 1_ 17 -__- O_ A _rn a 0 Wells, Wayne From: Wells, Wayne Sent: Monday, April 23, 2007 3:16 PM To: Keith Zayac (E -mail) Cc: 'richard @keithzayac.com' Subject: FLD2007- 03008, 521 S. Gulfview Blvd. Keith - I need the following changes made to the application package for the above referenced application. Please submit revised application material (one original and 14 copies) by noon on Friday, April 27, 2007: LANDSCAPE: 1. Sheet 9/10 - Along the east property line, approximately at midpoint, it is indicated as three SP, but the plant symbol is not for SP. Revise. 2. Sheet 9/10 - Along the east property line, starting at the right -of -way line and going to the dumpster enclosure apron, a hedge is shown, which has the symbol of VS, but it is not indicated as VS, nor the number of shrubs to be planted. Revise. 3. Sheet 9/10 - Plant List - a. The symbol for WR is the same as SP. Revise WR. b. 5 QV are indicated in the List, yet on the plan there are 6 QV indicated. Revise 5 to 6 in the Plant List. SOLID WASTE: 1. Indicate on the plan the turning template for a solid waste truck for the compactor unit on the east side. Need to show additional concrete area outside of the compactor enclosure for the truck and roll -off compactor. ZONING: 1. 4/23/07 - WW Revise Page 1 of the application to read 212,148 square feet. 3/13/07 - WW Site area still unclear. Sheet 4/10 states 212,075 square feet in General Notes #5 (but 212,148 square feet in General Notes #20) and application now states 212,418 square feet, whereas prior FLD application stated 212,148 square feet. What is the correct site area? Should be 212,075 square feet. Revise ALL appropriate locations on plans and application material. 3/6/07 - WW Unclear of site area. This application states the site area to be 212, 075 square feet, yet the prior FLD application stated 212,148 square feet. What happened to 73 square feet? 2.4/23/07 - WW Sheet 4/10 revised the provided parking to 381 spaces. Revise Attachment B to 381 spaces. 3/29/07 - WW Revise Attachment B for building height and the number of parking spaces (note: the number of parking spaces increased with this proposal - revise last sentence). 3.4/23/07 - WW Revise Attachment C - Eliminate the reduction to the setback to seawall as part of this request, as the CDB cannot act on this. 3/29/07 - WW Revise Attachment C - Eliminate all previously approved reductions /increases, etc. and only have the addition of the conference center (fix the square footage and height). Call me if you have any questions. Thanks. Wayne Keith Zajac & Associates, Inc. Civil Engineering, Landscape Architecture, Planning April 16, 2007 Mr. Wayne Wells City-of Clearwater 100 S. Myrtle Street Clearwater, FL 33756 RE: FLD2007- 03008- 521 GULFVIEW BLVD. Dear Mr. Wells: 701 S. Enterprise Road E., Ste 404 Safety Harbor, FL 34695 (727) 793 -9888 Phone (727) 793 -9855 Fax keitha,keithzayac.com EB 9351 LC26000212 Please see the below comments in response to the DRC Meeting regarding the above referenced project. General Engineering: 1. Turning raah at all driveways shall be a minimum of 30 feet per City of Clearwater Contract Specifications and Standard Index 4108. a. Based on the DRC meeting, the entrance radii have been approved ,as designed from the existing DO. 2. FDOT index #304 does not apply to sidewalks inside ofproject except where a pedestrian path traverse a vehicular access area. a. -City of Clearwater detail #109 has been added to the plan. Callouts have also been modified to adhere to this. 3: Sidewalks shall be constructed in accordance with the city's "Beach by Design "plan requirements. a. The sidewalk as approved by the existing DO show a 10 ft wide sidewalk in accordance with Beach by Design. 4. If the proposed use of the property includes a restaurant, show a grease trap location on the plan. a. There is no restaurant associated with the conference center. S. A separate right -of -way permit will be required for all work within the right - of -way of any adjacent street(s) that are assigned to the city. See Don Melon (727) 562 -4798 in room #220 at the MSB (Municipal Services Building). a... Note,21 have been added to the site plan. ORIGINAL RE 9VED APR 17 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 6 Depict on the plan the fire hydrant assembly labeled as existing on the west side of the property. a. The existing fire hydrant has been changed to a darker color for clarity. 7. Any new concrete driveway apron(s) constructed within the right -of -way shall be a minimum 6" thick fibrous concrete, and a minimum 3000 psi with 6 "X6710X10 welded wire mesh. (City of Clearwater Contract Specifications and standards, Article 30.) a. The proposed driveways as approved under the current DO are asphalt. 8. Regarding water system note #1 on page 2110, delete reference to use of thrust blocks. a. Note #1 on page 2 of 10 the reference to thrust blocks have been removed. 9. Applicant shall provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www. Dep. state fl. us /waterldrinkingwater /forms. htm a. Acknowledged 10. Please include the City of Clearwater Contract Specifications and Standards construction detail for sanitary manhole showing the required connection criteria where a new service line will peter the City's existing structure. a. The City of Clearwater's standard construction detail #302 has been added to the plans. H. Show on the plan a double sweep clean -out for the sanitary sewer lateral and include City of Clearwater Contract Specifications and Standard Detail #305, page 1/3. a. The City of Clearwater's standard construction detail #305 has been added to the plans. 12. Reclaimed water is located in Gulfview Boulevard and shall be utililized for the irrigation system. a. An irrigation meter and service line has been added to the utility plan. 1. Applicant shall deed or dedicate to the City an easement over all unrestricted water lines located on private property. a. Acknowledged 2. Applicant shall submit 5 sets of as- builts drawings that are signed and sealed by an engineer registered in the state of Florida, prior to any C. O. being ORIGINAi REI/ED AN 1 rt 2007 PLANNING; DEPARTMENT OITY OF CLEARWATER issued. Public Works /Engineering to field inspect as -built drawings for accuracy. a. Acknowledged. Fire: 1. Provide 30' radii at all curb cut entrances that are to be modified to meet current access requirements. a. The curb cuts as approved by the existing DO have not changed and as discussed at the DRC meeting are allowed to remain. 2. Show on plan how water for fire protection systems will be provided and show the locations of the FDC and fire hydrants. a. The water and fire system is shown on the utility plan as discussed at the DRC meeting. Landscaping: 1. Sheet 9110 — The terminal landscape island on the west side of the easternmost driveway does not have the required number of trees. a. On sheet 9 of 10 two sable palmettos have been added to the plans which results in one group of palm clusters for compliance. 2. Sheets 4, S, 6 and 9110 —proposal shows elimination of the required foundation landscaping in front of the restaurant closest to the eastern driveway. Staff does not support such elimination and recommends at least five foot foundation landscaping be planted away from the building (recommend a 6.25 foot wide sidewalk next to the building and 10 feet of landscaping). A sidewalk 16.25 feet wide at this location is excessive. If applicant desires to pursue the reduction, need to include in the request (Attachment Q. a. The sidewalk and landscaped are has been revised as shown on sheet 9 of 10. 3. Sheet 9110 — Relocate proposed trees out of Jet Ski business fenced -in- area. a. On sheet 9 of 10 the trees have been relocated so that they are outside the Jet Ski business. 4. Sheet 9110 — Based on landscape symbols for at least various trees, where the symbols are not indicated in the plant list, there are errors in identijying certain trees. Some places the plan indicates WR by one tree symbol, but a different symbol is used in other locations. Ensure tree /shrub symbols are correctly indicated on the plan. Indicate the symbol is used in other locations. Ensure tree /shrub symbols are correctly indicated on the plan. Indicate the symbol in the plant list. ORIGINAL REC,6IVFD �R 17 2007 PLANNING DEPARTMENT CITY OF CLEARWATER • a. Plant material symbols have been added to the legend. Also, the landscape plan has been revised so that tree symbols coincide with the legend. , S. Sheet 9110 — An interior landscape are next to the northeast side of the hotel building is not being shown to be planted in accordance with Code requirements. Plant accent trees (two accent trees = one shade tree) or two clumps of three palms in this area, indicating shrubbery and ground cover. a. The interior landscaped area has been revised to include 3 palms rather than a shade tree. 6 Sheet 9110 — Live oaks are being planted too close together and too close to the proposed conference center. Per City certified arborists, the closest live oaks should be planted to the building is 20 -25 feet. Live oaks should also be planted 35 feet apart. Recommend finding appropriate locations for live oaks. Might also want to look at Little Gem Magnolias for use in tighter locations. Accent trees (two accent trees = one shade tree) could also be used in tighter locations. a. The landscaping has been revised adjacent to the conference center so that there are no oak trees within 25 ft of the proposed building. 7. Sheet 9110 — Note: Within waterfront visibility triangles, there can be no landscaping other than sod a. The text leader for waterfront visibility triangles have been revised to add "no landscaping other than sod." Parks and Recreation: Open space /recreation impact fees are due prior to issuance of building permits or final plat (rf applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727 -562- 4824 to calculate the assessment. a. Acknowledged 2. The public Art and Design Impact fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 -562 -4837 to calculate the assessment. a. Acknowledged Stormwater: The following to be addressed prior to building permit. ORIGINAL RECEIVED PR 17 1007 PLANNING DEPARTINIENT CITY OF CLEARWATER 0 9 1. Show how water runoff from the existing and proposed buildings will be routed to the stormwater vault. a. As discussed at DRC, the stormwater vault will provide treatment for the stormwater runoff associated with the new condominium building. The remainder of the site consists of existing buildings and pavement which will retain the existing drainage patterns. 2. Justify the removal of the existing grate inlet and 1511 RCP located at the southwestern corner. a. The existing grate and pipe are being removed so that the proposed condominium building can be constructed over that location. Solid Waste: 1. Seems to be inadequate service for the hotel portion of project. (one dumpster south sector). a. The dumpster enclosure has been revised to a compactor for more capacity. Traffic Engineering: 1. Provide a detailed signalization plan. This will show but not limited to: loops, mast arm, crosswalk; signal heads, ped. Pole, signal cabinet, controllers, pullboxes, sidewalks, lane configuration, and signal timing. a. Based on discussion at the DRC meeting this information will be designed prior to construction permitting of the condominium building and private entrance driveway. 2. All signal equipment shall be within public right -of -way. If not then applicant must provide necessary easement. Any /all easement(s) shall be obtained (recorded) prior to a C.O. being issued for the building(s). Please contact Earl Barrett, Real Estate Services Manager @ (727)562 -4794 for information needed to obtain such easement(s). a. Acknowledged 3. Provide ramp into the sidewalk for handicapped parking spaces #144 & 146 and the handicapped parking space at the conference center. a. A handicap ramp has been added to the conference center. 4. Provide crosshatch marks for handicapped access aisle adjacent to parking spaces 144 & 146 per community Development Code Section 3 -1409. a. Cross hatching has been added to plan. 5. Provide a turning template for a scaled passenger car making a right turn exit from the circular driveway on the outside lane. ORIGINAL RECEIVED APR 17 2007 PLANNING DEPARTIVIEN7 CITY OF CLEARWATER a. Template has been added to plans. General Notes: 1. Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C. 0.). a. Acknowledged 2. DRC review id a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. a. Acknowledged Planning: 1. Based in the level l (ground level) elevation of 6 40, as indicated on Sheets 5110, A3.01 and A4.01, how is the grading of the existing pavement, indicated on the survey to be 5.5 close to the seawall, to be changed to accommodate this proposed Level 1 (ground level) elevation of 6.40? a. The proposed parking area will be set on grade and the 1" floor structure entrance at the elevators will be set at elevation 6.40. 2. Sheet 5110 — The fee of level l (ground level) of the conference center has been indicated at 6 40, but it is extremely hard to read due to the heavy stipling. Revise to be readable. a. The hatch has been revised for clarity of grades proposed. 3. Sheet 4110 —Place the overall building dimensions for the conference center on the proposed building. a. Building dimensions for the conference center has been added to sheet 4 of 10. 4. Sheet A3.01— Since the conference center is a flat roof, building height is measured from BFE (VE 17, lowest portion of structural member) to the top of the flat roof deck Provide building height dimension. a. On sheet 4 of 10 the conference center height has been revised to 15' -7" above BFE. S. Sheet 4110 —Revise the proposed height of the conference center to be consistent with that shown on Sheet A3.01 (as revised — see comment below). a.. Sheet 4 of 10 has been revised so that is coincides with the building elevations. 6 Sheets A3.01 and A4.01— Revise parapet height to be measured from the top of the roof deck to the top of the parapet. a. The elevations have been revised to reflect this information. ORIGINAL RECEIVED t OR 17 2007 PANNING DEPARTMENT CITY OF CLEARWATER r 0 7. Sheet A3.01 (and other appropriate sheets) — The exterior design of this conference center should more closely be compatible with the exterior of the hotel, as it is being remodeled Specifically, there should be some barrel -tiled mansard roof as part of the design. Part of the issue here is that the architect preparing the elevations for this proposal is not the architect who has prepared architectural drawings for the actual hotel remodeling. a. See attached architectural plans. 8. Sheet A3.01— provide on the plan the proposed color scheme, utilizing a color code and a legend, including railings. a. See attached architectural plans. 9. Sheet 4110 — Fence enclosing jet ski business location must be solid and cannot be within the waterfront visibility triangle. a. The fence enclosure for the Jet Ski business follows the waterfront visibility triangle and does not encroach into it. 10. 3113107 - WW Site area still unclear. Sheet 4110 states 212,075 square feet in General Notes #5 (but 212,148 square feet in General Notes #20) and application now states 212,418 square feet, whereas prior FLD application stated 212,418 square feet. What is the correct site area? Should be 212,075 square feet. Revise ALL appropriate locations on plans and application material. 316107 — WW Unclear of site area This application states the site area to be 212,075 square feet, yet the prior FLD application stated 212,148 square feet. What happened top 73 square feet. a. The site area has been revised to 212,148.00 sL 11. Parking spaces may be 18 feet in length. a. Acknowledged 12, Page 1 of the application lists "Decade Properties Development" as the applicant. No such company has been registered with the State Division of Corporations. Revise applicant. a. Applicant has been revised accordingly 13. The existing hotel is currently undergoing remodeling taking it from 289 to 189 hotel rooms. Provide a time frame and show phasing on the plans for the following. a. When building plans will be submitted to construct the new Entrada building on the west side. b. When the conference center building plans will be submitted. c. When the parking lot improvements in front of (north side) and on the east side of the hotel will be constructed. d. When signage will be brought into compliance with Code ���� requirements. 'RECEIVED f. -'R 17 2007 I;'L- ai4W4G ' kPARTMENT CITY OF CLEARWATEIZ 0 0 a. The project is being phased to address the renovation of the existing hotel, followed by the construction of the conference center including the civil and landscape construction. The condominium building and entrance will be constructed as part of phase I1I. The parking lot improvements will be constructed along with the next phase that includes the conference center construction. We anticipate constructing the site/landscape shown on the plans and leave bollards or other devices to block access to the one way drive leading to the condominium parking garage. The signage will also be brought into compliance as part of this phase. 14. Sheet 41 - General Notes # 13 and # 20 regarding parking — 77?e minor revision plans indicated 362 total parking spaces required and 384 spaces proposed, with 40 spaces shown on this east side of the hotel. These proposed plans still indicate 362 total parking spaces required and 384spaces proposed, yet there are 43 spaces shown on the east side of the hotel. Correct the number of parking spaces proposed. a. The site plan has been revised so that there are three spaces being eliminated as part of the compactor design. This will leave 384 spaces as indicated. 15. Need to show compliance with the stacking spaces requirement of Section 3- 1406.B or include as a deviation in the request. a. A deviation has been added to the request. 16 General Engineering — shouldn't utilities be shown to the conference center. a. Based on coordination with the project architect, utilities for the conference center will be expanded from the existing hotel. These utility lines will be shown on the plumbing plans submitted for building permit. 17. Sheet 4110 (and all other appropriate sheets) — The area adjacent to the east side of the hotel is different than that shown on plans submitted for a Minor Revision, such as a new masonry wall (surrounding I know not what) on the proposed plans, the retaining of a wood deck that was being demolished in the Minor Revision plans and the removal of a loading zone shown on the Minor Revision plans. Need to coordinate plans (these proposed plans and the Minor Revision plans). a. The proposed wood deck and concrete sidewalk will remain. 18. Potential condition of approval to be included in the staff report: That approval of the conference center be subject to the approval of a cariance to the seawall setbacks by the Board ofAdjustments and Appeal for building and Flood, prior to the issuance of any permits for the conference O center. FIIGlI�fAl. I2EOE1VE[3 t "IR 17 2007 PLf-UNNING vEPARTiViENT CIW OF CLEARWATER a. Acknowledged 19. Building Code requires an 18 foot setback from seawalls. The conference center is proposed within four feet of the seawall and within a VE -17 floor zone. Unclear why the conference center must be built so close to the seawall. Advise /revise. a. The conference center will remain in the current location and per the revised survey is outside to VE17 flood zone. 20. A colored rendering of the south elevation has been provided for the proposed conference center. Since only boaterss will see that elevation, it is recommended to provide a colored rendering of the north elevation. a. A colored rendering of the north elevation is included in this package. 21. Show /indicate the location of alc units for the conference center. a. The a/c units will be located on the top of the conference center. 22. 3/13/07 — WW Flood Zone lines not drawn correctly per the survey. The proposed conference center building is located in VE17, where the lowest portion of the structural member must be no lower than elevation 17 (per the city Plans Reviewers). Comment below still is applicable. 3/6/07 — WW Provide on sheets A3.01 and A4.01 the height of the conference center, based on VE 17 Ensure FEMA BFE in VE 17 is met (show dimensions on plans). a. On sheet A3.01 the conference center dimensions have been added to the plans. 23. Based on Sheet A2.02 where the square footage of enclosed (a/c) floor area is stated as 6,144 square feet, revise Attachment B tp reflect this square footage (note: we don't count balconies as floor area). a. Attachment B has been revised. 24. Revise Attachment B for building height and the number of parking spaces (note: the number of parking spaces increased with this proposal — revise last sentence). a. Attachment B has been revised. 25. Revise Attachment C — Eliminate all previously approved reductions /increases, etc. and only have the addition of the conference center (fix the square footage and height). a. Attachment C has been revised. ORIGINAL RECEIVED APR 17 2007 PLANNING DEPARTMENT CITE( OF CLEARWATER • • 26 Attachment D — This is a General Applicability criteria, not comprehensive Infill Redevelopment Project criteria. Revise the top sentence. a. Attachment D has been revised. 27. Attachment D — Response to a General Applicability criteria #1— Correct the height and square footage of the conference center. a. Attachment D has been revised. 28. Attachment E — Response to Comprehensive Infill Redevelopment Project criteria # 1— We are not advertising the reduction you include, as it is greater than that previously approved. I am unaware of any deviations necessary for this request. The primary reason this application has been filed is due to the Planning Department's determination that the addition of the conference center was not a Minor Revision, but needed to be approved by the CDB. Revise response. a. Attachment E has been revised. 29. Attachments E — Response to Comprehensive Infill Redevelopment Project criteria # 6D (changes in horizontal building planes) — It is noted that the decorative columns on the second floor are on the water side and will not be seen by anyone, unless you are on the water. Recommend removing such reference or restructuring how it is said. a. Attachment E has been revised. 30. Attachment E — Response to Comprehensive Infill Redevelopment project criteria #6D (Use of architectural details..) — See prior comment regarding the "extensive columns" on the second floor balcony. No one will see them. Also, prior comments regarding the need to have this conference center adhere more closely to the hotel design, including barrel -tiled mansard roof, needs to be addressed a. Attachment E has been revised. 31. Attachment E — Response to Comprehensive Infill Redevelopment Project criteria #6D (Distinctive roof forms) — Prior comments regarding the need to have this conference center adhere more closely to the hotel design, including barrel -tiled mansard roof, needs to be addressed. a. Attachment E has been revised. Sincerely, Keith E. Zayac, P.E., RLA President ORIGINAL REC�FIVFD AN 17 200 PU-J NG DEPARTfWENT CITY OF CtEARWATER Keith Zayac & Associates, Inc. ORIGINAL, REGI`!NED APR 1 12007 PLANNING DEPARTMENT CITY OF CLEARWATER • Wells, Wayne From: Wells, Wayne Sent: Monday, April 02, 2007 5:32 PM To: 'Jayne E.Sears' Cc: Keith Zayac (E -mail) Subject: RE: FLD2007- 03008, 521 S. Gulfview Blvd. • I thought you said you wanted a copy of this one (or maybe I was daydreaming in my own little world). If you aren't involved, please disregard (sorry). As to 69 Bay Esplanade, I am preparing to send it out shortly. - - - -- Original Message---- - From: Jayne E.Sears (mailto:JayneS @jpfirm.com] Sent: Monday, April 02, 2007 5:29 PM To: Wells, Wayne Subject: RE: FLD2007- 03008,, 521 S. Gulfview Blvd. Wayne, I don't think I'm involved in this one. Am I? I need the 69 Bay Esplanade. Thanks. - - - -- Original Message---- - From: Wayne. Wells @myClearwater.com ( mailto :Wayne.Wells @myClearwater.com] Sent: Monday, April 02, 2007 5:26 PM To: keith @keithzayac.com Cc: Jayne E. Sears Subject: FLD2007- 03008, 521 S. Gulfview Blvd. Keith - Attached are the Draft DRC Comments for the April 5, 2007, DRC meeting, to be held at 9:20 am in our offices. Should you have any questions, feel free to call or email me. Wayne <<draft 4.5.07 dre action agenda.pdf>> 1 • Wells, Wayne From: Wells, Wayne Sent: Monday, April 02, 2007 5:26 PM To: Keith Zayac (E -mail) Cc: Jayne Sears (E -mail) Subject: FLD2007- 03008,.521 S. Gulfview Blvd. Keith - Attached are the Draft DRC Comments for the April 5, 2007, DRC meeting, to be held at 9:20 am in our offices. Should you have any questions, feel free to call or email me. Wayne draft 4.5.07 dre action agenda... 0 CITY OF CLEOARWATER r > earwat� PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 WW W.NIYCLEARWATER.COM March 13, 2007 Keith Zayac VIA FAX: 727 - 793 -9855 701 Enterprise Road East Suite 404 Safety Harbor, Fl 34695 RE: FLD2007 -03008 -- 521 S GULFVIEW BLVD -- Letter of Completeness Dear Keith Zayac : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2007- 03008. 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 April 05, 2007, 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 -4504 or Wayne.Wells@myclearwater.com. Sincerely yours, v V Wayne Wells, AICP Planner III Letter of Completeness - FLD2007 -03008 - 521 S GULMEW BLVD • Wells, Wayne From: Wells, Wayne Sent: Tuesday, March 13, 2007 2:19 PM To: Keith Zayac (E -mail) Subject: FLD2007- 03008, 521 S. Gulfview Blvd. Keith - • Attached is a Letter of Completeness for the above project. The original letter will be mailed. Wayne letter of impleteness 3.13.07 Keith Zayac & Associates, Inc. Civil Engineering, Landscape Architecture, Planning February 7, 2007 Mr. Wayne Wells . City of Clearwater 100 S. Myrtle Street Clearwater, FL 33756 RE: FLD2007 -03008 - - 521 GULFVIEW BLVD.. Dear Mr. Wells: 701 S. Enterprise Road E., Ste 404 Safety Harbor, FL 34695 (727) 793 -9888 Phone (727) 793 -9855 Fax keithaa.keithzavac. com EB 9351 LC26000212 Please see the below comments in response to the DRC Meeting regarding the above referenced project. Page I of the application lists "Decade Properties Development" as the applicant. No such company has been registered with the State Division of Corporations. Revise applicant. a. Applicant has been revised. 2. Unclear of sate area This application states the site area to be 212, 075, _ square feet, yet the prior FLD application ,stated 212, 418 square feet. What happened to 73 square feet? a. The site area has been revised back to 212,418 ,SF, which is the correct amount. 3. Sheet 3110 — Demolition plan does not match improvements proposed on the site plan sheet 4110. a. The demolition plan has been revised to incorporate the conference center revisions. 4. The stormwater narrative submitted does not describe the proposal, which is now proposed to include the construction of a conference center. a. The stormwater narrative has been revised. 5. Sheets 3, 4, 5, 6, 9 and 10 appears to indicate a lot line separating the hotel from the residential building. No proposal to have separate lots was approved under the prior FLD. If a subdivision is proposed, there should be a preliminary subdivision application and preliminary plat submitted. a. The lot line has been removed. ORIGINAL RECEIVED MAR 12 2007- PLANNING DEPARTMENT CITY OF CLEARWATER n • 6 Sheet 4110 — Need to provide the proposed height of the conference center. a. The height has been added to the notes. P i 7. Sheet 5110 — Provide the FDE of Level 1 (ground level) of the conference center. a. The ground floor parking will contain the existing pavement for parking. A FFE has been added for new 1" floor building area. 8. Based on the survey, the existing grade of the parking area adjacent to the seawall is approximately 5.5, which conflicts with the Level l grade indicated on sheets A3.01 and A4.01. a. Sheets A3.01 and A4.01 have been revised. 9. Provide on sheets A3.01 and A4.01 the height of the conference center, based on VE 17. a. The survey has been revised to adjust the FEMA flood elevations per the latest maps. The height of the conference center has been revised on the architectural plans. 10. Page 7 of 8 of the application is not correct, as your copy duplicates sections I and J, but leaves out Section L and renumbered the signature section from M to L. a. The application has been revised to incorporate the new back sheets. Sincerely KERK E. Zaydc�F> ,`- A President Keith Zayac & Associates, Inc. ORIGINAL RECEIVED MAR 12 2001 PLANNING DEPARTMENT CITY OF CLEARWATER q r. CITY OF CLIARWATER 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 March 06, 2007 Keith Zayac 701 Enterprise Road East Suite 404 Safety Harbor, Fl 34695 VIA FAX: 727 - 793 -9855 RE: FLD2007 -03008 -- 521 S GULFVIEW BLVD -- Letter of Incompleteness Dear Keith Zayac : The Planning Staff has entered your application into the Department's filing system and assigned the case number: FLD2007- 03008. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments. 1. Page 1 of the application lists "Decade Properties Development" as the applicant. 'No such company has been registered with the State Division of Corporations. Revise applicant. 2. Unclear of site area. This application states the site area to be 212,075 square feet, yet the prior FLD application stated 212,148 square feet. What happened to 73 square feet? 3. Sheet 3/10 - Demolition Plan does not match improvements proposed on the Site Plan Sheet 4/10. 4. The stormwater narrative submitted does not describe the proposal, which is now proposed to include the construction of a conference center. Revise. 5. Sheets 3, 4, 5, 6 and 9 of 10 appears to indicate a lot line separating the hotel from the residential building. No proposal to have separate lots was approved under the prior FLD. If a subdivision is proposed, there should be a Preliminary Subdivision application and preliminary plat submitted. Advise. 6. Sheet 4/10 -.Need to provide the proposed height of the conference center. 7. Sheet 5110 - Provide the FFE of Level 1 (ground level) of the conference center. 8. Based on the survey, the existing grade of the parking area adjacent to the seawall is approximately 5.5, which conflicts with the Level 1 grade indicated on Sheets A3.01 and A4.01 of 8' -4" (or 8.33). Plans need to be coordinated. 9. Provide on Sheets A3:01 and A4.01 the height of the conference center, based on VE 17. Ensure FEMA BFE in VE 17 is met (show dimensions on plans). 10. Page 7 of 8 of the application is not correct, as your copy duplicates Sections I and J, but leaves out Section L and renumbered the signature section from M to L. I will send you a copy of a blank application for your use. The page numbers are also messed up (there are eight total pages, including the affidavit page. 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 noon on Monday, March 12, 2007. Letter of Incompleteness - FLD2007 -03008 - 521 S GULFVIEW BLVD i LL CITY OF CLIARWATER 0 > ea rwater PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE: (727) 562 -4567 FAX: (727) 562 -4576 W WW.MYCLEARWATER.COM March 06, 2007 If you have any questions, please do not hesitate to contact me at 727 -562 -4504 or Wayne.Wells@myclearwater.com. Sincerely yours, Wayne ells Planner III Letter of Incompleteness - FLD2007 -03008 - 521 S GULFVIEW, BLVD Wells, Wayne From: Wells, Wayne Sent: Tuesday, March 06, 2007 6:46 PM To: Keith Zayac (E -mail) Subject: FLD2007- 03008, 521 S. Gulfview Blvd. Keith - Attached is a Letter of Incompleteness for the above referenced project. I am mailing the original. Please note the deadline to resubmit the revisions of noon, Monday, March 12, 2007, to stay on track to the April 5, 2007, DRC meeting. am also attaching the Comprehensive Infill Redevelopment Project application for your use. Wayne PeF ° letter of Comprehensive completeness 3.6.0, Infill Project (... COMMUNITY DEVELOPMENT BOARD Page 1 of 79 Wells, Wayne From: Wells, Wayne Sent: Thursday, May 24, 2007 1:50 PM To: Akin, Pam; Lipowski, Laura; Delk, Michael Cc: Dillie, Karin; Reid, Debbie; Hubbard, Christopher; Walbolt, Margo; Kader, Art; Dougall- Sides, Leslie Subject: RE: A03 -00286 Public Art & Design Proposed Ordinance SEE A04- 00016: RE: Gulfview Resort CDB Discussion IblNumAttach: 0 MessageGUID: { 60B405OF- 87B6- 4F4B- ADC6- 25E38B9A603D) MsgHeaderlD: <1727A5032327EE44820C01 E6734E2D4F1 CD8DC @msb- eml- 2.clearwater- fl.com> OriginalDate: None Originator: SQL Style: Public Art & Design Proposed Ordinance SEE A04 -00016 Pam - The developer attempted previously to add the conference center as part of a Minor Revision to FLD2004- 04025. Since the FLD2004 -04025 case did not include a conference center, we determined that such addition would constitute a Major Revision, requiring CDB approval. Thus the reason for FLD2007- 03008. Other than parking lot changes to accommodate the conference center, there were no changes to the hotel or the new attached dwelling building on the west side as part of FLD2007 -03008 (as originally approved or approved through Minor Revisions). Wayne - - - -- Original Message---- - From: Akin, Pam Sent: Thursday, May 24, 2007 1:41 PM To: Wells, Wayne; Lipowski, Laura; Delk, Michael Cc: Dillie, Karin; Reid, Debbie; Hubbard, Christopher; Walbolt, Margo; Kader, Art; Dougall- Sides, Leslie Subject: RE: A03 -00286 Public Art & Design Proposed Ordinance SEE A04 -00016 : RE: Gulfview Resort CDB Discussion Wayne, was FLD2007 -03008 a modification to FLD2004 -04025 or is it freestanding site plan? Pamela Akin, City Attorney 112 S. Osceola Ave Clearwater, Florida 33758 727 562 -4010 - - - -- Original Message---- - From: Wells, Wayne Sent: Thursday, May 24, 2007 1:27 PM To: Lipowski, Laura; Delk, Michael Cc: Dillie, Karin; Reid, Debbie; Hubbard, Christopher; Walbolt, Margo; Kader, Art; Akin, Pam; Dougall- Sides, Leslie Subject: RE: A03 -00286 Public Art & Design Proposed Ordinance SEE A04 -00016 : RE: Gulfview 5/24/2007 COMMUNITY DEVELOPMENT BOARD 0 Page 2 of 79 Resort CDB Discussion Laura - 1. FLD2004 -04025 was received on April 27, 2004, and was approved by the CDB on February 18, 2005, to remodel the existing hotel from 289 rooms to 189 rooms and to add a new building on the west side for now 77 attached dwellings (which was approved through a Minor Revision), including associated site improvements. 2. FLD2007 -03008 was received on March 2, 2007, and was approved by the CDB on May 15, 2007, for the construction of a conference center as an accessory use to the hotel. (See #3n below - No other permits submitted to construct the conference center). 3. The following building permits have been submitted for remodeling the hotel after the approval of FLD2004 -04025 and to effect the approvals granted under FLD2004- 04025: a. BCP2005 -01645 - Description: (FLD2004- 04025) REPLACE EXISTING EXTERIOR SLIDING GLASS DOORS; RELOCATE EXTERIOR NON - BEARING WALLS, FIRE SAFE CORRIDOR AND FLOOR PENETRATIONS - NEW AESTHETIC FINISHES; Submitted: January 27,2005; Issued: February 28, 2005; First Inspection: March 15, 2005; Valuation in Permit Plan: $23,000. b. BCP2005 -06149 - Description: Tower II - INTERIOR RENOVATION OF EXISTING HOTEL. LOWERING ROOM COUNT & DENISTY, CHANGE OUT PLUMBING FIXTURES, FIRE SAFING OF PENETRATIONS, NEW INSULATION, DRYWALL, DOORS AND FRAMES; Submitted: June 3, 2005; First Inspection: August 23, 2005; Issued: August 22, 2005; Valuation in Permit Plan: $2,500,000. c. BCP2005- 06149A - Description: PLAN AMENDMENT ADD BALCONY FRONTAGE TO EXISTING STRUCTURE; Submitted: September 28, 2005; Issued: December 7; 2005; Job Completed: December 7, 2005; Valuation in Permit Plan: $190,000. d. BCP2005 -10288 - Description: ADD AND RELOCATE FIRE SPRINKLER FOR FIRST FLOOR AND CHANGE OUT SPRINKLERS FLOORS 2 -9; Submitted: October 13,2005; Issued: November 2, 2005; Job Completed: April 13, 2006; Valuation in Permit Plan: $16,000. e. BCP2005 -11740 - Description: EXTERIOR FINISHES, SUPER - IMPOSED ROOF STRUCTURES (INTERIOR BCP2005- 06149) ROOFING TILES; Submitted: November 30, 2005; Issued: April 11, 2006; First Inspection: April 13, 2006; Valuation in Permit Plan: $1,066,000. f. BCP2006 -08421 - Description: REPLACE 150' OF CONCRETE SEAWALL CAP AND TIE BACKS AS NEEDED; Submitted: August 17, 2006; Issued: August 17, 2006; First Inspection: September 20, 2006; Valuation in Permit Plan: $26,000. g. BCP2006 -11203 - Description: DEMOLITION OF INTERIOR WALLS. FLOORS 2,3,4,5,6,7. ALL PLUMBING WATER AND ELECTRICAL TO BE TURNED OFF PRIOR TO WORK; Submitted: November 13, 2006; Issued: November 17, 2006; Permit Expired: May 16, 2007; Valuation in Permit Plan: $214,000. h. BCP2006 -12289 - Description: Tower I - RENOVATION OF BUILDING; Submitted: December 13, 2006; Issued: January 18, 2007; First Inspection: February 2, 2007; Valuation in Permit Plan: $4,831,671.52. i. BCP2006 -12501 - Description: FIRE SPRINKLER REVISIONS; Submitted: December 27, 2006; Issued: January 22, 2007; First Inspection: First Inspection: March 27, 2007; Valuation in Permit Plan: $56,000. j. BCP2006 -12531 - Description: INSTALL ADDITION TO FIRE ALARM SYSTEM; Submitted: December 28, 2006; Issued: January 23, 2007; First Inspection: February 9, 2007; Valuation in Permit Plan: $21,820. k. BCP2007 -01198 - Description: tear off and re -roof tower 1 with 240 square flat roof / 1/8 pitch. NOA 04- 0420.03; Submitted: January 11, 2007; Issued: January 11, 2007; Completed: May 10, 2007; Valuation in Permit Plan: $425,000. I. BCP2007 -03608 - Description: TIKI BAR- TEAR OFFAND RE ROOF 4 SQS CLAY TILE ON A 4 1/2 PITCH. AND POOL RESTROOM - TEAR OFF AND RE ROOF 3 SQS CLAY TILE ON A 4 1/2 PITCH; Submitted: March 23, 2007; Issued: March 23, 2007; Completed: Active; Valuation in Permit Plan: $7,000. m. BCP2007 -05496 - Description: LOWER PORTION EXTERIOR RENOVATION (SEE BCP2006- 12289B PLANS HAVE ALL BEEN SEEN AND APPROVED -- CONTRACTOR VOIDED THE AMMENDMENT TO PULL SEPERATE PERMIT IN ORDER TO OBTAIN A CO); Submitted: May 18, 2007; Issued: Still in review status; Valuation in Permit Plan: $417,554. 5/24/2007 COMMUNITY DEVELOPMENT BOARD Page 3 of 79 n. BCP2007 -05569 - Description: REPLACE 160 FT CONCRETE SEAWALL CAP AND TIEBACKS AS NEEDED (DEADMAN SYSTEM) (This is related to the conference center); Submitted: May 23, 2007; Issued: Still in review status; Valuation in Permit Plan: $24,000. Wayne - - - -- Original Message---- - From: Lipowski, Laura Sent: Thursday, May 24, 2007 10:46 AM To: Wells, Wayne; Delk, Michael Cc: Dillie, Karin; Reid, Debbie; Hubbard, Christopher; Walbolt, Margo; Kader, Art; Akin, Pam; Dougall- Sides, Leslie Subject: RE: A03 -00286 Public Art & Design Proposed Ordinance SEE A04 -00016 : RE: Gulfview Resort CDB Discussion Before I respond to Decade's attorney, I wanted to confirm: 1. That there are two "site plan projects" for the subject property (regardless of the # of building permits or "phases" of development) , including; 1) Case FLD 2004- 04025/TDR2004 -09011 - 521 South Gulfview Boulevard (heard by the CDB on January 18, 2005 - all of the subject development except the convention center); and 2) FLD 2007- 03008, which is a "site plan project" for the convention center. 2. FLD 2004- 04025/TDR2004 -09011 was pending (or issued) a building permit based on a completed application before October 1, 2006 AND the application was approved within 6 months AND construction began within 6 months. Also, there have been no undue delays in the project/it has been diligently pursued to completion. If this is the case, the first project is not subject to Public Art Fees - but the Convention Center site plan project will be if it meets the parameters otherwise applicable under the Ordinance. We will work through the application of this Ordinance to development projects - and believe it or not it will become less complicated over time. Please keep legal in the loop for any questions related to such application. Thanks Laura Lipowski Assistant City Attorney City of Clearwater Tel: (727) 562 -4015 Fax: (727) 562 -4021 mailto: laura.lipowski @myclearwater.com - - - -- Original Message---- - From: Wells, Wayne Sent: Wednesday, May 23, 2007 3:56 PM To: Lipowski, Laura; Hubbard, Christopher; Kader, Art; Walbolt, Margo Cc: Dillie, Karin; Reid, Debbie Subject: RE: A03 -00286 Public Art &Design Proposed Ordinance SEE A04 -00016 5/24/2007 ' COMMUNITY DEVELOP M T BOARD • Page 4 of 79 RE: Gulfview Resort CDB Discussion Laura - Chris, Margo, Debbie and I met this morning and discussed this property and what was included in each FLD application. I have also talked with Leslie Dougall -Sides this afternoon regarding the same subject. To me, the issue of whether the remodeling BCP for the Tower 1 for the hotel (active permit status), coupled with the remodeling BCP for the lower level improvements, inlcuding the front of the hotel (permit in received status), will trip the Public Arts Ordinance threshold. The conference center construction (approved by CDB but no permit application has been submitted) would be the next permit to be submitted for this property. If the original 2005 FLD proposal, which included the remodeling of the hotel building, site improvements and the new building for 77 attached dwellings on the west side, constitutes the "project ", and the interpretation is that it is exempt from the Public Arts Ordinance, then that is another scenario. If the latter is chosen, then only the conference center would be subject to the Public Arts Ordinance, which will probably be less than the $5 million threshold. The issues to be decided is really a legal interpretation of how to administer the provisions of the Public Arts Ordinance, which is where you come in. Wayne - - - -- Original Message---- - From: Lipowski, Laura Sent: Wednesday, May 23, 2007 3:02 PM To: Hubbard, Christopher; Kader, Art; Walbolt, Margo; Wells, Wayne Cc: Dillie, Karin; Reid, Debbie Subject: RE: A03 -00286 Public Art & Design Proposed Ordinance SEE A04- 00016 : RE: Gulfview Resort CDB Discussion Did you have a meeting on the above issue since our meeting yesterday? Laura Lipowski Assistant City Attorney City of Clearwater Tel: (727) 562 -4015 Fax: (727) 562 -4021 maiIto: Iaura.Iipowski @myclearwater.com - - - -- Original Message---- - From: Hubbard, Christopher Sent: Wednesday, May 23, 2007 11:29 AM To: Lipowski, Laura; Kader, Art; Walbolt, Margo Cc: Dillie, Karin; Reid, Debbie Subject: RE: A03 -00286 Public Art & Design Proposed Ordinance SEE A04 -00016 : RE: Gulfview Resort CDB Discussion Laura, Thank you very much for your help with this. We met with Wayne Wells this morning and learned that he will also be speaking with Leslie and will be answering many of the questions that she had regarding Decade's projects. We will stand beside your interpretation of the Ordinance as it 5/24/2007 COMMUNITY DEVELOPMENT BOARD Page 5 of 79 relates to these cases. Please let me know if I can be of any assistance to you in your investigation. Best wishes, Christopher - - - -- Original Message---- - From: Lipowski, Laura Sent: Wednesday, May 23, 2007 9:53 AM To: Kader, Art; Hubbard, Christopher; Walbolt, Margo Subject: A03 -00286 Public Art & Design Proposed Ordinance SEE A04 -00016 : RE: Gulfview Resort CDB Discussion I also talked to Leslie Dougall Sides because she represents the City at the CDB meetings. She has indicated to me that Decade came back and asked for the convention center as an "accessory use" to the initial project. Apparently that request was approved by Planning and the CDB. I am having the meeting minutes pulled right now. I will let you know on this - because a legal analysis is necessary (I may need to consult with Pam). We will need to interpret the language in the Ordinance as it relates to the original site plan, the newly approved accessory use, and Planning's interpretation of the Project. I'll get back to you. Laura Lipowski Assistant City Attorney City of Clearwater Tel: (727) 562 -4015 Fax: (727) 562 -4021 mai Ito: laura.Iipowski myclearwater.com - - - -- Original Message---- - From: Kader, Art Sent: Wednesday, May 23, 2007 9:43 AM To: Lipowski, Laura; Hubbard, Christopher; Walbolt, Margo Subject: RE: Gulfview Resort CDB Discussion Laura, thanks for the information. We will follow up with Wayne Wells. It looks like this is in fact different than what they are requesting now. No mention of convention or meeting space and the units have increased to 77. Will let you know when we have more information. Chris has a meeting with Wayne today. - - - -- Original Message---- - From: Lipowski, Laura Sent: Tuesday, May 22, 2007 3:53 PM To: Kader, Art; Hubbard, Christopher; Walbolt, Margo 5/24/2007 COMMUNITY DEVELOPMENT BOARD Pagel of 63 Wells, Wayne From: Wells, Wayne Sent: Thursday, May 24, 2007 1:27 PM To: Lipowski, Laura; Delk, Michael Cc: Dillie, Karin; Reid, Debbie; Hubbard, Christopher; Walbolt, Margo; Kader, Art; Akin, Pam; Dougall- Sides, Leslie Subject: RE: A03 -00286 Public Art & Design Proposed Ordinance SEE A04- 00016: RE: Gulfview Resort CDB Discussion IblNumAttach: 0 MessageGUID: { 60B405OF- 87B6- 4F4B- ADC6- 25E38B9A603D} MsgHeaderlD: < 1727A5032327EE44820C01E6734E2D4F1CD8D5 @msb- eml- 2.clearwater- fl.com> OriginalDate: None Originator: SQL Style: Public Art & Design Proposed Ordinance SEE A04 -00016 Laura - 1. FLD2004 -04025 was received on April 27, 2004, and was approved by the CDB on February 18, 2005, to remodel the existing hotel from 289 rooms to 189 rooms and to add a new building on the west side for now 77 attached dwellings (which was approved through a Minor Revision), including associated site. improvements. 2. FLD2007 -03008 was received on March 2, 2007, and was approved by the CDB on May 15, 2007, for the construction of a conference center as an accessory use to the hotel. (See #3n below - No other permits submitted to construct the conference center). 3. The following building permits have been submitted for remodeling the hotel after the approval of FLD2004- 04025 and to effect the approvals granted under FLD2004- 04025: a. BCP2005 -01645 - Description: (FLD2004- 04025) REPLACE EXISTING EXTERIOR SLIDING GLASS DOORS; RELOCATE EXTERIOR NON - BEARING WALLS, FIRE SAFE CORRIDOR AND FLOOR PENETRATIONS - NEW AESTHETIC FINISHES; Submitted: January 27, 2005; Issued: February 28, 2005; First Inspection: March 15, 2005; Valuation in Permit Plan: $23,000. b. BCP2005 -06149 - Description: Tower II - INTERIOR RENOVATION OF EXISTING HOTEL. LOWERING ROOM COUNT & DENISTY, CHANGE OUT PLUMBING FIXTURES, FIRE SAFING OF PENETRATIONS, NEW INSULATION, DRYWALL, DOORS AND FRAMES; Submitted: June 3, 2005; First Inspection: August 23, 2005; Issued: August 22, 2005; Valuation in Permit Plan: $2,500,000. c. BCP2005- 06149A - Description: PLAN AMENDMENT ADD BALCONY FRONTAGE TO EXISTING STRUCTURE; Submitted: September 28, 2005; Issued: December 7, 2005; Job Completed: December 7, 2005; Valuation in Permit Plan: $190,000. d. BCP2005 -10288 - Description: ADD AND RELOCATE FIRE SPRINKLER FOR FIRST FLOOR AND CHANGE OUT SPRINKLERS FLOORS 2 -9; Submitted: October 13, 2005; Issued: November 2, 2005; Job Completed: April 13, 2006; Valuation in Permit Plan: $16,000. e. BCP2005 -11740 - Description: EXTERIOR FINISHES, SUPER - IMPOSED ROOF STRUCTURES (INTERIOR BCP2005- 06149) ROOFING TILES; Submitted: November 30, 2005; Issued: April 11, 2006; First Inspection: April 13, 2006; Valuation in Permit Plan: $1,066,000. f. BCP2006 -08421 - Description: REPLACE 150' OF CONCRETE SEAWALL CAP AND TIE BACKS AS NEEDED; Submitted: August 17, 2006; Issued: August 17, 2006; First Inspection: September 20, 2006; Valuation in Permit Plan: $26,000. g. BCP2006 -11203 - Description: DEMOLITION OF INTERIOR WALLS. FLOORS 2,3,4,5,6,7. ALL PLUMBING WATER AND ELECTRICAL TO BE TURNED OFF PRIOR TO WORK; Submitted: November 13, 2006; Issued: November 17, 2006; Permit Expired: May 16, 2007; Valuation in Permit Plan: $214,000. h. BCP2006 -12289 - Description: Tower I - RENOVATION OF BUILDING; Submitted: December 13,2006; Issued: January 18, 2007; First Inspection: February 2, 2007; Valuation in Permit Plan: $4,831,671.52. i. BCP2006 -12501 - Description: FIRE SPRINKLER REVISIONS; Submitted: December 27, 2006; Issued: 5/24/2007 COMMUNITY DEVELOPMENT BOARD • Page 2 of 63 January 22, 2007; First Inspection: First Inspection: March 27, 2007; Valuation in Permit Plan: $56,000. i. BCP2006 -12531 - Description: INSTALL ADDITION TO FIRE ALARM SYSTEM; Submitted.: December 28, 2006; Issued: January 23, 2007; First Inspection: February 9, 2007; Valuation in Permit Plan: $21,820. k. BCP2007 -01198 - Description: tear off and re -roof tower 1 with 240 square flat roof / 1/8 pitch. NOA 04 0420.03; Submitted: January 11, 2007; Issued: January 11, 2007; Completed: May 10, 2007; Valuation in Permit Plan: $425,000. I. BCP2007 -03608 - Description: TIKI BAR- TEAR OFFAND RE ROOF 4 SQS CLAY TILE ON A 4 1/2 PITCH. AND POOL RESTROOM - TEAR OFF AND RE ROOF 3 SQS CLAY TILE ON A 4 1/2 PITCH; Submitted: March 23, 2007; Issued: March 23, 2007; Completed:.Active; Valuation in Permit Plan: $7,000. m. BCP2007 -05496 - Description: LOWER PORTION EXTERIOR RENOVATION (SEE BCP2006- 12289B PLANS HAVE ALL BEEN SEEN AND APPROVED -- CONTRACTOR VOIDED THE AMMENDMENT TO PULL SEPERATE PERMIT IN ORDER TO OBTAIN A CO); Submitted: May 18, 2007; Issued: Still in review status; Valuation in Permit Plan: $417,554. n. BCP2007 -05569 - Description: REPLACE 160 FT CONCRETE SEAWALL CAP AND TIEBACKS AS NEEDED (DEADMAN SYSTEM) (This is related to the conference center); Submitted: May 23, 2007; Issued: Still in review status; Valuation in Permit Plan: $24,000. Wayne - - - -- Original Message---- - From: Lipowski, Laura Sent: Thursday, May 24, 2007 10:46 AM To: Wells, Wayne; Delk, Michael Cc: Dillie, Karin; Reid, Debbie; Hubbard, Christopher; Walbolt, Margo; Kader, Art; Akin, Pam; Dougall- Sides, Leslie Subject: RE: A03 -00286 Public Art & Design Proposed Ordinance SEE A04 -00016 : RE: Gulfview Resort CDB Discussion Before I respond to Decade's attorney, I wanted to confirm: 1. That there are two "site plan projects" for the subject property (regardless of the # of building permits or "phases" of development) , including; 1) Case FLD 2004= 04025/TDR2004 -09011 - 521 South Gulfview Boulevard (heard by the CDB on January 18, 2005 - all of the subject development except the convention center); and 2) FLD 2007 - 03008, which is a "site plan project" for the convention center. 2. FLD 2004- 04025/TDR2004 -09011 was pending (or issued) a building permit based on a completed application before October 1, 2006 AND the application was approved within 6 months AND construction began within 6 months. Also, there have been no undue delays in the project/it has been diligently pursued to completion. If this is the case, the first project is not subject to Public Art Fees - but the Convention Center site plan project will be if it meets the parameters otherwise applicable under the Ordinance. We will work through the application of this Ordinance to development projects - and believe it or not it will become less complicated over time. Please keep legal in the loop for any questions related to such application. Thanks Laura Lipowski Assistant City Attorney 5/24/2007 COMMUNITY DEVELOP NT BOARD • Page 3 of 63 City of Clearwater Tel: (727) 562 -4015 Fax: (727) 562 -4021 mailto: laura .lipowski(aD-myclearwater.com - - - -- Original Message---- - From: Wells, Wayne Sent: Wednesday, May 23, 2007 3:56 PM To: Lipowski, Laura; Hubbard, Christopher; Kader, Art; Walbolt, Margo Cc: Dillie, Karin; Reid, Debbie Subject: RE: A03 -00286 Public Art & Design Proposed Ordinance SEE A04 -00016 : RE: Gulfview Resort CDB Discussion Laura - Chris, Margo, Debbie and I met this morning and discussed this property and what was included in each FLD application. I have also talked with Leslie Dougall -Sides this afternoon regarding the same subject. To me, the issue of whether the remodeling BCP for the Tower 1 for the hotel (active permit status), coupled with the remodeling BCP for the lower level improvements, inlcuding the front of the hotel (permit in received status), will trip the Public Arts Ordinance threshold. The conference center construction (approved by CDB but no permit application has been submitted) would be the next permit to be submitted for this property. If the original 2005 FLD proposal, which included the remodeling of the hotel building, site improvements and the new building for 77 attached dwellings on the west side, constitutes the "project', and the interpretation is that it is exempt from the Public Arts Ordinance, then that is another scenario. If the latter is chosen, then only the conference center would be subject to the Public Arts Ordinance, which will probably be less than the $5 million threshold. The issues to be decided is really a legal interpretation of how to administer the provisions of the Public Arts Ordinance, which is where you come in. Wayne - - - -- Original Message---- - From: Lipowski, Laura Sent: Wednesday, May 23, 2007 3:02 PM To: Hubbard, Christopher; Kader, Art; Walbolt, Margo; Wells, Wayne Cc: Dillie, Karin; Reid, Debbie Subject: RE: A03 -00286 Public Art & Design Proposed Ordinance SEE A04 -00016 : RE: Gulfview Resort CDB Discussion Did you have a meeting on the above issue since our meeting yesterday? Laura Lipowski Assistant City Attorney City of Clearwater Tel: (727) 562 -4015 Fax: (727) 562 -4021 mailto:laura.lipowski @ myclearwater.com - - - -- Original Message---- - From: Hubbard, Christopher Sent: Wednesday, May 23, 2007 11:29 AM To: Lipowski, Laura; Kader, Art; Walbolt, Margo Cc: Dillie, Karin; Reid, Debbie Subject: RE: A03 -00286 Public Art & Design Proposed Ordinance SEE A04 -00016 5/24/2007 COMMUNITY DEVELOPMENT BOARD Page 4 of 63 RE: Gulfview Resort CDB Discussion Laura, Thank you very much for your help with this. We met with Wayne Wells this morning and learned that he will also be speaking with Leslie and will be answering many of the questions that she had regarding Decade's projects. We will stand beside your interpretation of the Ordinance as it relates to these cases. Please let me know if I can be of any assistance to you in your investigation. Best wishes, Christopher - - - -- Original Message---- - From: Lipowski, Laura Sent: Wednesday, May 23, 2007 9:53 AM To: Kader, Art; Hubbard, Christopher; Walbolt, Margo Subject: A03 -00286 Public Art & Design Proposed Ordinance SEE A04 -00016 RE: Gulfview Resort CDB Discussion I also talked to Leslie Dougall Sides because she represents the City at the CDB meetings. She has indicated to me that Decade came back and asked for the convention center as an "accessory use" to the initial project. Apparently that request was approved by Planning and the CDB. I am having the meeting minutes pulled right now. I will let you know on this - because a legal analysis is necessary (I may need to consult with Pam). We will need to interpret the language in the Ordinance as it relates to the original site plan, the newly approved accessory use, and Planning's interpretation of the Project. I'll get back to you. Laura Lipowski Assistant City Attorney City of Clearwater Tel: (727) 562 -4015 Fax: (727) 562 -4021 mai Ito: laura.Iipowski(c mycl earwater. com - - - -- Original Message---- - From: Kader, Art Sent: Wednesday, May 23, 2007 9:43 AM To: Lipowski, Laura; Hubbard, Christopher; Walbolt, Margo Subject: RE: Gulfview Resort CDB Discussion Laura, thanks for the information. We will follow up with Wayne Wells. It looks like this is in fact different than what they are requesting now. No mention of convention or meeting space and the units have increased to 77. Will let you know when we have more information. Chris has a meeting with Wayne today. - - - -- Original Message - - - -- 5/24/2007 COMMUNITY DEVELOPMENT BOARD Page I of 52 k Wells, Wayne From: Wells, Wayne Sent: Wednesday, May 23, 2007 3:56 PM To: Lipowski, Laura; Hubbard, Christopher; Kader, Art; Walbolt, Margo Cc: Dillie, Karin; Reid, Debbie Subject: RE: A03 -00286 Public Art & Design Proposed Ordinance SEE A04 -00016 : RE: Gulfview Resort CDB Discussion IblNumAttach: 0 MessageGUID: { 60B405OF- 87B6- 4F4B- ADC6- 25E38B9A603D) MsgHeaderlD: < E09D87Dl6527C343A5CB3E89105126ABC75704 @msb- eml- 2.clearwater- fl.com> OriginalDate: None Originator: SQL' Style: Public Art & Design Proposed Ordinance SEE A04 -00016 Laura - Chris, Margo, Debbie and I met this morning and discussed this property and what was included in each FLD application. I have also talked with Leslie Dougall -Sides this afternoon regarding the same subject. To me, the issue of whether the remodeling BCP for the Tower 1 for the hotel (active permit status), coupled with the remodeling BCP for the lower level improvements, inlcuding the front of the hotel (permit in received status), will trip the Public Arts Ordinance threshold. The conference center construction (approved by CDB but no permit application has been submitted) would be the next permit to be submitted for this property. If the original 2005 FLD proposal, which included the remodeling of the hotel building, site improvements and the new building for 77 attached dwellings on the west side, constitutes the "project ", and the interpretation is that it is exempt from the Public Arts Ordinance, then that is another scenario. If the latter is chosen, then only the conference center would be subject to the Public Arts Ordinance, which will probably be less than the $5 million threshold. The issues to be decided is really a legal interpretation of how to administer the provisions of the Public Arts Ordinance, which is where you come in. Wayne - - - -- Original Message---- - From: Lipowski, Laura Sent: Wednesday, May 23, 2007 3:02 PM To: Hubbard, Christopher; Kader, Art; Walbolt, Margo; Wells, Wayne Cc: Dillie, Karin; Reid, Debbie Subject: RE: A03 -00286 Public Art & Design Proposed Ordinance SEE A04 -00016 : RE: Gulfview Resort CDB Discussion Did you have a meeting on the above issue since our meeting yesterday? Laura Lipowski Assistant City Attorney City of Clearwater Tel: (727) 562 -4015 Fax: (727) 562 -4021 mai Ito: laura_lipowski rn clearwater.com - - - -- Original Message - - - -- 5/24/2007 COMMUNITY DEVELOPMENT BOARD Page 2 of 52 �T 0 r From: Hubbard, Christopher Sent: Wednesday, May 23, 2007 11:29 AM To: Lipowski, Laura; Kader, Art; Walbolt, Margo Cc: Dillie, Karin; Reid, Debbie Subject: RE: A03 -00286 Public Art & Design Proposed Ordinance SEE A04 -00016 : RE: Gulfview Resort CDB Discussion Laura, Thank you very much for your help with this. We met with Wayne Wells this morning and learned that he will also be speaking with Leslie and will be answering many of the questions that she had regarding Decade's projects. We will stand beside your interpretation of the Ordinance as it relates to these cases. Please let me know if I can be of any assistance to you in your investigation. Best wishes, Christopher - - - -- Original Message---- - From: Lipowski, Laura Sent: Wednesday, May 23, 2007 9:53 AM To: Kader, Art; Hubbard, Christopher; Walbolt, Margo Subject: A03 -00286 Public Art & Design Proposed Ordinance SEE A04 -00016 : RE: Gulfview Resort CDB Discussion I also talked to Leslie Dougall Sides because she represents the City at the CDB meetings. She has indicated to me that Decade came back and asked for the convention center as an "accessory use" to the initial project. Apparently that request was approved by Planning and the CDB. I am having the meeting minutes pulled right now. I will let you know on this - because a legal analysis is necessary (I may need to consult with Pam). We will need to interpret the language in the Ordinance as it relates to the original site plan, the newly approved accessory use, and Planning's interpretation of the Project. I'll get back to you. Laura Lipowski Assistant City Attorney City of Clearwater Tel: (727) 562 -4015 Fax: (727) 562 -4021 mailto: laura.lipowski @myclearwater.com - - - -- Original Message---- - From: Kader, Art Sent: Wednesday, May 23, 2007 9:43 AM To: Lipowski, Laura; Hubbard, Christopher; Walbolt, Margo Subject: RE: Gulfview Resort CDB Discussion Laura, thanks for the information. We will follow up with Wayne Wells. It looks like this is in fact different than what they are requesting now. No mention of convention or meeting space and the units have increased to 77. Will let you know when we have more information. Chris has a meeting with Wayne today. 5/24/2007 .7 Wells, Wayne From: Wells, Wayne Sent: Friday, May 11, 2007 3:10 PM To: Harry S. Cline Esquire (E -mail) Subject: 521 S. Gulfview Blvd. FAINIVANK-BARKE-31 Gulfview S 521 final 4.5.07 dre Gulfview S 521 Gulfview S 521 Staff Report.do... action agenda... Development Ord... Staff Report.do... 0 Harry - I gave you the current Staff Report and the DRC comments for such. I have also given you the Staff Report and Development Order for the approved Entrada project, approved January 18, 2005. Wayne o airwiter 11 Fax Cover Memo CITY OF CLEARWATER PLANNING DEPARTMENT 100 SOUTH MYRTLE AVENUE, 2ND FLOOR CLEARWATER, FL 33756 (727) 562 -4567 FAX: (727) 562 -4865 TO: )F 4t i DATE: 5 'o) 0:7 FAX: 44-Z - 6+70 TELEPHONE: +AO - FROM: Wayne M. Wells TELEPHONE: (727) 562 -4504 SUBJECT: X2-1 S• �'� v it'v ±2w �1�►�• MESSAGE: S }�t \(-DJ or�- Avr '5 NUMBER OF SHEETS (INCLUDING THIS PAGE): May. 10 2007 04:17PM YOUR LOGO YOUR FAX NO. 7275624865 NO. OTHER FACSIMILE START TIME USAGE TIME MODE PAGES RESULT 01 94428470 May.10 04:14PM 03112 SND 08 OK TO TURN OFF REPORT, PRESS 'MENU' #04. THEN SELECT OFF BY USING ' +' OR FOR FAX ADVANTAGE • ASSISTANCE, PLEASE CALL I i i ' 1- 800 - HELP -FAX i i i i i i j I I i i i 1 i i i I I (435- 7329). • • ORICINAL CDB Meeting Date: May 15, 2007 Case Number: FLD2007 -03008 Agenda Item: D1 Owner: Decade Gulfcoast Hotel Partners LP and JK Gulfview LLC Applicant: Decade Gulfcoast Hotel Partners LP Representative: Keith E. Zayac, P.E., RLA Address: 521 South Gulfview Boulevard CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval to permit the addition of a 6,144 square - foot conference center as an accessory use to an existing hotel, part of a previously approved mixed use (189 -room overnight accommodation use [hotel], accessory waverunner business, restaurant, office and 77 attached dwellings approved under FLD2004- 04025/TDR2004 -09011 on January 18, 2005), with a deviation to the required stacking spaces at the driveways, as a Comprehensive Infill Redevelopment Project under the provisions of Section 2- 803.C. CURRENT ZONING: Tourist (T) District CURRENT FUTURE LAND Resort Facilities High (RFH) Category USE CATEGORY: PROPERTY USE: Current Use: Hotel (189 rooms /units — currently being remodeled) Proposed Use: Conference Center addition to an approved mixed use (189 -room overnight accommodation use [hotel], accessory waverunner business, restaurant, office and 77 attached dwellings) EXISTING SURROUNDING ZONING AND USES: North: Tourist (T) District South: Tourist (T) District East: Tourist (T) District West: Tourist (T) District Overnight accommodation uses and attached dwellings Gulf of Mexico Overnight accommodation use and automobile service station Attached dwellings ANALYSIS: Site Location and Existing Conditions: The 4.87 acres is located on the west side of South Gulfview Boulevard, between Hamden Drive and Bayway Boulevard. The site has approximately 467 linear feet of frontage on South Gulfview Boulevard and 600 linear feet on the water (along the seawall). This parcel is zoned T (3.916 acres) and OS/R (0.954 acres) and is currently developed with a hotel (currently being remodeled from a 289 rooms to 189 rooms), restaurant, office and an accessory jet ski operation. Community Development Board — May 15, 2007 FLD2007 -03008 — Page l of 7 9 0 On January 18, 2005, the Community Development Board (CDB) approved with 14 conditions a Flexible Development application for this property for the Termination of Status of a Nonconformity for density (existing 289 - rooms /units overnight accommodation use — to be converted to 241 - rooms /units overnight accommodation use and 36 dwelling units), to permit a mixed use (241 - room/unit overnight accommodation use [including accessory restaurant, retail sales and wave runner business], 38 attached dwellings, a restaurant and an office use) and for the Transfer of Development Rights for two dwelling units from 850 Bayway Boulevard (FLD2004- 04025/TDR2004- 09011). This application contained various setback reductions and a proposed new building height of 128 feet (to highest roof deck). A Minor Revision was approved December 28, 2005, for architectural modifications to the hotel building only and to remove a second level covered walkway connecting the new and existing buildings. A Minor Revision was approved April 5, 2006, revising the unit counts providing for a change in use from overnight accommodations (52 rooms) to residential condominium (39 dwellings) that did not result in an increase in the minimum number of parking spaces required. Therefore, the new building on the west side of the property will solely contain 77 attached dwellings. The proposed addition of a conference center building was deemed to be a Major Revision, requiring CDB approval. An attached dwelling complex of two residential buildings, each approximately 157 feet in height, abuts the subject property to the west /northwest. A motel is north across South Gulfview Boulevard at 445 Hamden Drive /504 S. Gulfview Boulevard. An attached dwelling building of 55 units exists to the north at 530 South Gulfview Boulevard. "Shephard's" (overnight accommodation use and entertainment complex) abuts to the east. Development Proposal: With the existing hotel currently being remodeled and the new 77 -unit, attached dwelling building on the west side to be constructed in the future, this proposal is to add a 6,144 square -foot conference center as an accessory use to the existing hotel in the southeast corner of the property as a freestanding building. The only area of change for this proposal from that previously approved on January 18, 2005, under FLD2004- 04025/TDR2004 -09011 is the addition of the conference center and modification of the eastern parking area. Most larger hotels have accessory conference /meeting space within or attached to the hotel available as an amenity to the guests and as a marketing tool for the hotel. This conference center is proposed as a freestanding structure due to FEMA requirements related to the existing hotel use, as there is existing habitable space below Base Floor Elevation (BFE). The one -story conference center over ground -level parking is proposed at a setback of 13.6 feet from the east property line (minimum of 10 feet required) and at a height of 15.42 feet (to flat roof deck). There will be parapets and roof -type structures around the top of the building, as tall as 11.42 feet, providing building architectural detailing and to shield rooftop air conditioning equipment, but is still less than 35 -foot height that the Tourist District provides. The structure has been designed to be consistent in character with the architectural style and exterior color of the hotel currently being remodeled. The exterior of the building will be ivory in color, accented by white trim and banding, with the terrace railings and clay tile roofing similar to the hotel. The conference center building is proposed approximately four feet from the seawall, which does not present any zoning setback issues (as the property line is water ward of the seawall) but does not meet an 18 -foot setback from the seawall as a Building Code requirement. Any approval of this application will be conditioned on a variance being approved by the City's Board of Adjustment and Appeal for Building and Flood. No additional parking is required for this accessory conference center, where overall 362 parking spaces are required and 381 spaces are being provided. There are no changes to the driveway locations on South Gulfview Boulevard, as they are the same as approved under FLD2004- 04025/TDR2004- 09011. Setbacks to pavement along the north, east and south are the same as or greater than that approved under Community Development Board — May 15, 2007 FLD2007 -03008 — Page 2 of 7 0 0 FLD2004- 04025/TDR2004- 09011. There are parking lot modifications to the east side of the property included in this proposal. The proposal includes a deviation to the required stacking spaces at the driveways. This is a new Code requirement since the original approval, where a 40 -foot distance is required from the front property line to the first parking space or first drive aisle. The parking areas and driveways were approved under FLD2004- 04025/TDR2004 -09011 and compliance with this requirement is not possible and would create vehicular circulation problems. A deviation is supported by the Traffic Engineering Department. Landscaping of the eastern portion of the property is similar to that previously approved under FLD2004- 04025/TDR2004- 09011. The accessory jet ski business will remain in the southeast corner of the property. The compactor dumpster enclosure is proposed to be relocated northward to be adjacent to Shephard's parking garage, reducing or eliminating negative views and odor to the adjacent Shephard's hotel building. This new compactor dumpster enclosure will need to meet the design standards of the Solid Waste Department, including the inside width of the dumpster and the length of the concrete apron outside the enclosure. Since the improvement of this property is being done in phases, with the remodeling of the hotel presently being accomplished and assuming the construction of the conference center will be the next phase, there needs to be some phased improvement to the associated parking lot, which should be included as a condition of approval. In concert with building permits already issued for the remodeling of the existing hotel building, the building permit to remodel the lower area of the southern portion of the hotel (BCP2006- 12289B) and the permit for this conference center, the Public Art and Design Ordinance and Impact Fee are applicable to this property. Impervious Surface Ratio (I.S.R.): Pursuant to Section 2 -801.1 of the Community Development Code, the maximum allowable I.S.R. is 0.95. The I.S.R. for the plan under the approved under FLD2004- 04025/TDR2004 -09011 was 0.89, where the I.S.R. for this proposal increases it to 0.92, which is consistent with the Code provisions. Signage: Signage for this property is nonconforming to current Code requirements. Section 6 -104.A requires nonconforming signage be brought into conformance with Code requirements if building permits are required for the redevelopment of the principal structure. A condition of approval on FLD2004- 04025/TDR2004 -09011 requires existing signage to be brought into conformance with current Code requirements. Since there have been building permits issued for the improvement of the existing hotel, a condition on BCP2006 -12289 for the issuance of the Certificate of Occupancy or Completion for the eastern hotel tower (Tower One) requires the existing signage be brought into conformance with Code requirements. Use of the Comprehensive Sign Program may be used for the purpose of signage improvements to the property. Code Enforcement Analysis: There is an active Code Enforcement case for this property dealing with improper signage for a banner -type sign on top floor and a portable "sleeve" sign for parking sales (BIZ2007- 00642). Such issues should have little bearing on the outcome of this application and is something the property owner should be more immediately addressing. Community Development Board — May 15, 2007 FLD2007 -03008 — Page 3 of 7 C 0 COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards as per Tables 2 -801.1 and 2 -803 of the Community Development Code: Community Development Board — May 15, 2007 FLD2007 -03008 — Page 4 of 7 Standard Proposed Consistent Inconsistent F.A.R. 1.0 N/A X I.S.R. 0.95 0.92 X Density 30 dwelling units per acre and 50 Termination and conversion X overnight accommodation rooms /units formula previously per acre approved Lot Area N/A 212,148 square feet (4.87 X acres Lot Width N/A 467.74 linear feet along X South Gulfview Boulevard Setbacks Front: 0 — 15 feet 15 feet (to proposed X building); 3.52 feet (to existing pavement) Side: 0 — 10 feet East: 13.6. feet (to X proposed conference ctr); 3.22 feet (to exist. pavement) West: 12 feet (to X proposed att. dw. building) Rear: 0 — 20 feet 19.88 feet (to southeast X corner of existing pavement) Height 35 — 100 feet Hotel: 85 feet X New Attached Dwelling Building: 128 feet (to highest roof deck) Conference Center: 15.42 feet to flat roof deck Off - Street Attached dwellings — Two spaces per 381 parking spaces X Parking unit; Overnight accommodations — One space per room; Restaurant (Starbucks) — 15 spaces per 1,000 SF GFA; Office — Four spaces per 1000 SF GFA 362 spaces required) Community Development Board — May 15, 2007 FLD2007 -03008 — Page 4 of 7 • COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per Section 2 -803.0 of the Community Development Code (Comprehensive Infill Redevelopment Project): Consistent I Inconsistent 1. The development or redevelopment is otherwise impractical without deviations from X the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of X the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly X development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed X development 5. The proposed use shall otherwise be permitted by the underlying future land use X category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off - street X parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ f Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Community Development Board — May 15, 2007 FLD2007 -03008 — Page 5 of 7 0 0 COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per Section 3 -913 of the Community Development Code: SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials .at its meeting of April 5, 2007, 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 of Fact: 1. The subject 4.87 acres is located on the west side of South Gulfview Boulevard, between Hamden Drive and Bayway Boulevard; 2. The current use of the site is a hotel; 3. On January 18, 2005, the Community Development Board (CDB) approved with 14 conditions a Flexible Development application for this property for the Termination of Status of a Nonconformity for density (existing 289 - rooms /units overnight accommodation use — to be converted to 241 - rooms /units overnight accommodation use and 36 dwelling units), to permit a mixed use (241 - room/unit overnight accommodation use [including accessory restaurant, retail sales and wave runner business], 38 attached dwellings, a restaurant and an office use) and for the Transfer of Development Rights for two dwelling units from 850 Bayway Boulevard (FLD2004- 04025/TDR2004- 09011); 4. A Minor Revision was approved December 28, 2005, for architectural modifications to the hotel building only and to remove a second level covered walkway connecting the new and existing buildings; 5. A Minor Revision was approved April 5, 2006, revising the unit counts providing for a change in use from overnight accommodations (52 rooms) to residential condominium (39 dwellings) that did not result in an increase in the minimum number of parking spaces required. Therefore, the new building on the west side of the property will solely contain 77 attached dwellings; 6. Building permits have been issued to remodel the existing hotel, reducing the number of rooms from 289 to 189 rooms in accordance with the approval under FLD2004- 04025/TDR2004- 09011; 7. The proposal is to construct a 6,144 square -foot conference center as an accessory use to the existing hotel in the southeast corner of the property as a freestanding building; 8. The one -story conference center over ground -level parking is proposed at a setback of 13.6 feet from the east property line (minimum of 10 feet required) and at a height of 15.42 feet (to flat roof deck); 9. The structure has been designed to be consistent in character with the architectural style and exterior color of the hotel currently being remodeled; Community Development Board — May 15, 2007 F.LD2007 -03008 — Page 6 of 7 Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. . The 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 April 5, 2007, 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 of Fact: 1. The subject 4.87 acres is located on the west side of South Gulfview Boulevard, between Hamden Drive and Bayway Boulevard; 2. The current use of the site is a hotel; 3. On January 18, 2005, the Community Development Board (CDB) approved with 14 conditions a Flexible Development application for this property for the Termination of Status of a Nonconformity for density (existing 289 - rooms /units overnight accommodation use — to be converted to 241 - rooms /units overnight accommodation use and 36 dwelling units), to permit a mixed use (241 - room/unit overnight accommodation use [including accessory restaurant, retail sales and wave runner business], 38 attached dwellings, a restaurant and an office use) and for the Transfer of Development Rights for two dwelling units from 850 Bayway Boulevard (FLD2004- 04025/TDR2004- 09011); 4. A Minor Revision was approved December 28, 2005, for architectural modifications to the hotel building only and to remove a second level covered walkway connecting the new and existing buildings; 5. A Minor Revision was approved April 5, 2006, revising the unit counts providing for a change in use from overnight accommodations (52 rooms) to residential condominium (39 dwellings) that did not result in an increase in the minimum number of parking spaces required. Therefore, the new building on the west side of the property will solely contain 77 attached dwellings; 6. Building permits have been issued to remodel the existing hotel, reducing the number of rooms from 289 to 189 rooms in accordance with the approval under FLD2004- 04025/TDR2004- 09011; 7. The proposal is to construct a 6,144 square -foot conference center as an accessory use to the existing hotel in the southeast corner of the property as a freestanding building; 8. The one -story conference center over ground -level parking is proposed at a setback of 13.6 feet from the east property line (minimum of 10 feet required) and at a height of 15.42 feet (to flat roof deck); 9. The structure has been designed to be consistent in character with the architectural style and exterior color of the hotel currently being remodeled; Community Development Board — May 15, 2007 F.LD2007 -03008 — Page 6 of 7 0 0 10. Any approval of this application will require a variance to be approved by the City's Board of Adjustment and Appeal for Building and Flood, as the proposed conference center does not meet an 18 -foot setback from the seawall as a Building Code requirement; 11. No additional parking is required for this accessory conference center, where overall 362 parking spaces are required and 381 spaces are being provided; 12. There are no changes to the driveway locations on South Gulfview Boulevard, as they are the same as previously approved and setbacks to pavement along the north, east and south are the same as or greater than that previously approved; 13. The proposal includes a deviation to the required stacking spaces at the driveways; 14. While there are parking lot modifications to the east side of the property included in this proposal, landscaping of the eastern portion of the property is similar to that previously approved; and 15. That there is an active Code Enforcement case for this property regarding signage issues, which has little bearing on the decision of this application. Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Tables 2 -801.1 and 2 -803 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2 -803.0 of the Community Development Code; and 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913 of the Community Development Code. Based upon the above, the Planning Department recommends APPROVAL of the Flexible Development approval to permit the addition of a 6,144 square -foot conference center as an accessory use to an existing hotel, part of a previously approved mixed use (189 -room overnight accommodation use [hotel], accessory waverunner business, restaurant, office and 77 attached dwellings approved under FLD2004- 04025/TDR2004 -09011 on January 18, 2005), with a deviation to the required stacking spaces at the driveways, as a Comprehensive Infill Redevelopment Project under the provisions of Section 2- 803.C, with the following conditions: Conditions of Approval: 1. That all conditions of approval adopted by the CDB for Case No. FLD2004- 04025/TDR2004 -09011 are still in effect; 2. That approval of the conference center be subject to the approval of a variance to the seawall setbacks by the Board of Adjustment and Appeal for Building and Flood, with such approval granted prior to the issuance of any permits for the conference center; 3. That the new compactor dumpster enclosure east of the building meet the design standards of the Solid Waste Department, including the inside width of the enclosure and the length of the concrete apron outside the enclosure; and 4. That this property be subject to the Public Art and Design Ordinance and Impact Fee. Prepared by Planning Department Staff: AA�Ao_ MA Wayne Y Wells, AICP, Planner III ATTACHMENTS: ❑ Location Map ❑ Aerial Map ❑ Zoning Map ❑ Existing Surrounding Uses Map ❑ Photographs of Site and Vicinity S: (Planning DepartmentlC D BIFLEX (FLD)IPending cases)Up_for the next CDBIGulfview S 521 Entrada #2 (T) 5.15.07 CDB - WW Gulfview S 521 Staff'Report.doc Community Development Board — May 15, 2007 FLD2007 -03008 — Page 7 of 7 • 0 WRY PASSAGE V !/ PI46"� O ��w Bryy WINDWARD FN SAGE sR FIRST S7 m TMRD DR sr k� T z y �oBwOM WATER DR FlF7N S7 0 BAYSIDE � DR S BLVD BWD PROJECT SITE s Location Map Owner: Decade Gulfcoast Hotel Partners LP case: FLD2007 -03008 Site: 521 South Gulfview Boulevard Property Size(Acres): 4.87 PIN: 17/29/15/00000/220 /0200 Atlas Page: 276A & 285A • 3 h 4. • f d i • r. l _ Aerial Map Owner: Decade Gulfcocst Hotel Partners LP Case: = LD2007 -03008 Site: 521 South Gulfview Boulevard Property Size (Acres): 4.87 PIN: 17/25'/ 15/00000/220n200 Atlas Pages: 276A & 285A 0 0 � y pA5 — AAP trt f /f 1 445 I S j 514/ \�\ IN T I- sfr`'� I r �\ 561 P ) J I ! 3 i <Q r / r / !r _t lt_ Zoning Map Owner: Decade Gulfcoast Hotel Partners LP Case: FLD2007 -03008 Site: 521 South Gulfview Boulevard Property 4.87 Size(Acres): PIN: 17/29/15/00000/220 /0200 Atlas Page: 276A & 285A 0 0 - a court a>tid`, ns ! ; r � g '`• %" '`. �`� vrni ht ? accom odations Z -- 'Attached 0 �� j 514/ dwellja-gs- A ac /ed''��, � ' > night dw Jinn r� S AuO- Sta ' ,; Outdoo ente -LL Overnikht r r, ackom ,ib ti s N e rn ht a�com1 odatioh o 1 1 rte! !t_ Existing Surrounding Uses Map Owner Decade Guifcoast Hotel Partners LP Case: FLD2007 -03008 Site: 521 South Gulfview Boulevard Property 4.87 Size(Acres): PIN: 17/29/15/00000/220 /0200 Atlas Page: 276A & 285A View looking southwest at subject property View looking east on south side of subject 'diew looking west at sidewalk cafe on south side of subject property 521 South Gulfview Boulevard View looking northwest at subject property and View looking northeast at east side of subject property ,...lip IIIILII:;:.'i!! "Al View looking east at accessory jet ski rentals on southeast corner of subject property FLD2007 -03008 Page 1 of 2 View looking norLi at public sidewalk along west t)r-)Dertv line of subiect Droi)ertv View looking northwest at attached dwellings to the west of the sub lect property Vicw looking north at attached dwellings at 530 South Gulfview Blvd. 521 South Gulfview Boulevard FLD2007-03008 View looking west at existing freestanding sign on the subject property View looking north at existing motel at 504 South Gulfview Blvd. View looking southeast at Shephard's (adjacent to the east) Page 2 of 2 a AL View looking northwest at attached dwellings to the west of the sub lect property Vicw looking north at attached dwellings at 530 South Gulfview Blvd. 521 South Gulfview Boulevard FLD2007-03008 View looking west at existing freestanding sign on the subject property View looking north at existing motel at 504 South Gulfview Blvd. View looking southeast at Shephard's (adjacent to the east) Page 2 of 2 Conditions Associated With `i FLD2007 -03008 '�. 521 S GULFVIEW BLVD Parks & Recs Condition Debbie Reid 562 -4818 03/21/2007 Open space /recreation impact fees are due prior to issuance of building permits or final plat (if Not Met applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727 - 562 -4824 to calculate the assessment. 03/21/2007 The Public Art and Design Impact Fee is due and payable on this project prior to issuance of Not Met building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 - 562 -4837 to calculate the assessment. Storm Water Condition Phuong Vo 562 -4752 03/19/2007 The following to be addressed prior to building permit: Not Met 1. Show how water runoff from the existing and proposed buildings will be routed to the stormwater vault. ACKNOWLEDED. 2. Justify the removal of the existing grate inlet and 15" RCP located at the southwestern corner. THIS INLET AND 15" RCP WILL NO LONGER BE NEEDED ONCE NEW VAULT SYSTEM W /OVERFLOW IS COMPLETED. Solid Waste Condition Tom Glenn 562 -4930 03/21/2007 1.seems to be inadquate service for the hotel portion of project. (one Dumpster south sector) Not Met Zoning Condition Wayne Wells, AICP 727 - 562 -4504 03/28/2007 Potential condition of approval to be included in the staff report: Not Met That approval of the conference center be subject to the approval of a variance to the seawall setbacks by the Board of Adjustment and Appeal for Building and Flood, prior to the issuance of any permits for the conference center. 04/23/2007 Potential condition of approval to be included in the Staff Report: Not Met That a building permit application to construct the conference center be submitted no later than May 15, 2008, unless time extensions are approved in accordance with Section 4 -407, which shall include associated site improvements in an amount and location acceptable to the Planning Department. A building permit application for the residential building and its associated site improvements on the west side shall be submitted no later than January 18, 2009, where no time extensions are possible. Print Date: 05/09/2007 Page 1 of 1 CaseConditons Wells, Wayne From: Wells, Wayne Sent: Monday, April 23, 2007 2:26 PM To: Kambourolias, Sam Subject: RE: Emailing: aerial.doc Thanks. - - - -- original Message---- - From: Kambourolias, Sam Sent: Monday, April 23, 2007 2:24 PM To: Wells, Wayne Subject: Emailing: aerial.doc The message is ready to be sent with the following file or link attachments: aerial. doc Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of file attachments. Check your e -mail security settings to determine how attachments are handled. 1 Wells, Wayne From: Elliott, Gayle Sent: Wednesday, April 18, 2007 9:27 AM To: Wells, Wayne Subject: FW: Resubmittal for May 15, 2007 CDB Meeting - - - -- Original Message---- - From: Reid, Debbie Sent: Wednesday, April 18, 2007 8:17 AM To: Elliott, Gayle Subject: RE: Resubmittal for May 15, 2007 CDB Meeting Gayle, P&P comments not met - fees still due. Debbie O - - - -- Original Message---- - From: Elliott, Gayle Sent: Tuesday, April 17, 2007 12:23 PM To: DRC Members; Vo, Phuong Subject: Resubmittal for May 15, 2007 CDB Meeting • DRC Members, Plans for the following cases have been resubmitted for the May 15, 2007 CDB meeting: FLD2007 -03008 - 521 S Gulfview - Planner - Wayne Wells I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for CDB mail out). Please review your comments /conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met' or still "not met," please affirm to me via email. Please have cases reviewed, if possible by 12:pm on, April 20, 2007. Gayle R Elliott Planning Department Staff Assistant (727) 562 -4582 gayle.elliott@myclearwater.com Wells, Wayne From: Elliott, Gayle Sent: Tuesday, April 17, 2007 12:23 PM To: DRC Members; Vo, Phuong Subject: Resubmittal for May 15, 2007 CDB Meeting • DRC Members, Plans for the following cases have been resubmitted for the May 15, 2007 CDB meeting: FLD2007 -03008 - 521 S Gulfview - Planner - Wayne Wells I have placed one copy of the case resubmittal package on the cabinets outside of Room 216 in our office for your review (please do not take it, as we need it for CDB mail out). Please review your comments /conditions for this case in Permit Plan and determine if they are met. Whether the conditions are "met" or still "not met," please affirm to me via email. Please have cases reviewed, if possible by 12:pm on, April 20, 2007. Gayle R Elliott Planning Department Staff Assistant (727) 562 -4582 gayle.elliott@myclearwater.com 9:20 am t i 00 1 Case Number: FLD2007- 03008 -- 521 S GULFVIEW BLVD Owner(s): Jk Gulfview Llc �• o 7 240 Bayside Drive Clearwater, F133767� TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Owner(s): Decade Gulfcoast Hotel Ptnrs N19 W24130 Riverwood Dr # 100 Waukesha, Wi 53188 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Applicant Decade Properties Development 240 Bayside Drive Clearwater, F133767 TELEPHONE: 727 - 461 -2921, FAX: No Fax, E -MAIL: No Email Representative: Keith Zayac 701 Enterprise Road East Safety Harbor, F134695 TELEPHONE: 727 - 793 -9888, FAX: 727 - 793 -9855, E -MAIL: keith @keithzayac.com Location: 4.87 acres located on the west side of South Gulfview Boulevard, between Hamden Drive and Bayway Boulevard. Atlas Page: 285A Zoning District: T, Tourist Request: Flexible Development approval to permit the addition of a conference center as an accessory use to a hotel, part of a previously approved mixed use (189 -room overnight accommodation use [hotel], waverunner business, restaurant, office and 77 attached dwellings approved under FLD2004- 04025/TDR2004 -09011 on January 18, 2005), as a Comprehensive Infill Redevelopment Project under the provisions of Section 2- 803.C. Proposed Use: Mixed use Neighborhood Clearwater Beach Association Association(s): Clearwater, F133767 100 Devon Dr TELEPHONE: 443 -2168, FAX: No Fax, E -MAIL: papamurphy @aol.com Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Neil Thompson, Scott Rice, Steve Doherty, Lenny Richert Applicant: Keith Zayac, Jeff Keierleber The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, April 5, 2007 - Page 6 1 . 1. Turning radii at all driveways shall be a minimum of 30 feet per Ci�y of Clearwater Contract Specifications and Standards index #108. APPLICANT HAS AGREED TO ADJUST SITE DESIGN TO ACCOMMODATE S.W. VEHICLES AS NEEDED. THE BELOW CONDITIONS HAVE BEEN ACKNOWLEDGED BY THE APPLICANT: 2. FDOT index #304 does not apply to sidewalks inside of project except where a pedestrian path traverses a vehicular access area. 3. Sidewalks shall be constructed in accordance with the city's "Beach by Design" plan requirements. 4. If the proposed use of the property includes a restaurant, show grease trap location on the plan. 5. A separate right -of -way permit will be required for all work within the right -of -way of any of the adjacent street(s) that are assigned to the city. See Don Melone (727) 562 -4798 in Room #220 at the MSB (Municipal Services Building). 6. Depict on the plan the Fire Hydrant Assembly labeled as existing on the west side of the property. 7. Any new concrete driveway apron(s) constructed within the right -of -way shall be a minimum 6" thick fibrous concrete, and a minimum 3000 psi with 6" x 6" / 10 x 10 welded wire mesh. (City of Clearwater Contract Specifications and Standards, Article 30.) 8. Regarding water system note #1 on page 2/10, delete reference to use of thrust blocks. 9. Applicant shall provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us /water /drinkingwater /forms.htm 10. Please include the City of Clearwater Contract Specifications and Standards construction detail for sanitary manhole showing the required connection criteria where a new service line will enter the City's existing structure. 11. Show on the plan a double sweep clean -out for the sanitary sewer lateral and include Clearwater Contract Specifications and Standards Detail #305, pg. 1/3. 12. Reclaimed water is located in Gulfview Boulevard and shall be utililzed for the irrigation system. The above conditions shall be addressed prior to the issuance of a building permit. 1. Applicant shall deed or dedicate to the City an easement over all unrestricted water lines located of private property. 2. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional engineer registered in the State of Florida, prior to any C.O. being issued. Public Works /Engineering to field inspect as -built drawings for accuracy. The above conditions shall be met prior to the issuance of a certificate of occupancy. General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: No Issues. Fire: 1 . Provide 30' radii at all curb cut entrances that are to be modified to meet current access requirements. PRIOR TO CDB 2. Show on plan how water for fire protection systems will be provided and show the locations of the FDC and fire hydrants Harbor Master: 1 . No issues. Legal: No issues. Development Review Agenda - Thursday, April 5, 2007 - Page 7 Land Resources: 1 . No Issues. Landscaping: 1 . Sheet 9/10 - The terminal landscape island on the west side of the easternmost driveway does not have the required number of trees. Revise. 2. Sheets 4, 5, 6 and 9/10 - Proposal shows elimination of the required foundation landscaping in front of the restaurant closest to the eastern driveway. Staff does not support such elimination and recommends at least a five -foot foundation landscaping be planted away from the building (recommend a 6.25 -foot wide sidewalk next to the building and 10 feet of landscaping). A sidewalk 16.25 feet wide at this location is excessive. If applicant desires to pursue the reduction, need to include in the request (Attachment C). 3 . Sheet 9/10 - Relocate proposed trees out of jet ski business fenced -in area. 4. Sheet 9/10 - Based on landscape symbols for at least various trees, where the symbols are not indicated in the plant list, there are errors in identifying certain trees. Some places the plan indicates WR by one tree symbol, but a different symbol is used in other locations. Ensure tree /shrub symbols are correctly indicated on the plan. Include the symbol in the plant list. 5 . Sheet 9/10 - An interior landscape area next to the northeast side of the hotel building is not being shown to be planted in accordance with Code requirements. Plant accent trees (two accent trees = one shade tree) or two clumps of three palms in this area, including shrubbery and ground cover. 6. Sheet 9/10 - Live oaks are being planted too close together and too close to the proposed conference center. Per City certified arborists, the closest live oaks should be planted to the building is 20 -25 feet. Live oaks should also be planted 35 feet apart. Recommend finding appropriate locations for live oaks. Might also want to look at Little Gem Magnolias for use in tighter locations. Accent trees (two accent trees = one shade tree) could also be used in tighter locations. 7. Sheet 9/10 - Note: Within waterfront visibility triangles, there can be no landscaping other than sod. Parks and Recreation: 1 . Open space /recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727 -562 -4824 to calculate the assessment. 2. The Public Art and Design Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 -562 -4837 to calculate the assessment. Stormwater: 1 . The following to be addressed prior to building permit. 1. Show how water runoff from the existing and proposed buildings will be routed to the stormwater vault. ACKNOWLEDED. 2. Justify the removal of the existing grate inlet and 15" RCP located at the southwestern corner. THIS INLET AND 15" RCP WILL NO LONGER BE NEEDED ONCE NEW VAULT SYSTEM W /OVERFLOW IS COMPLETED. Solid Waste: 1 . Lseems to be inadquate service for the hotel portion of project. (one Dumpster south sector) Traffic Engineering: Development Review Agenda - Thursday, April 5, 2007 - Page 8 1 . Provide a detailed signalization plan. This will show but not limited to: loops, mast arm, crosswalk, signal heads, ped. pole, signal cabinet, controllers, pullboxes, sidewalks, lane configuration, and signal timing. 2. All signal equipment shall be within public right -of -way. If not then applicant must provide necessary easement. Any /all easement(s) shall be obtained (recorded) prior to a C.O. being issued for the building(s). Please contact Earl Barrett, Real Estate Services Manager @ (727)562 -4794 for information needed to obtain such easement(s). 3. Provide ramp into the sidewalk for handicapped parking spaces #144 &146 and the handicapped parking space at the conference center. 4. Provide crosshatch marks for handicapped access aisle adjacent to parking spaces 144 &146 per Community Development Code Section 3 -1409. 5. Provide a turning template for a scaled passenger car making a right turn exit from the circular driveway on the outside lane. Planning: The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, April 5, 2007 - Page 9 1 . Based on the Level 1 (ground level) elevation of 6.40, as indicated on Sheets 5110, A3.01 and A4.01, how is the grading of the existing pavement, indicated on the survey to be 5.5 close to the seawall, to be changed to accommodate this proposed Level 1 (ground level) elevation of 6.40? Sheet 5110 - Make the Level 1 elevation of 6.40 more legible (stippling is too heavy). Revise. 2. Sheet 5110 - The HE of Level 1 (ground level) of the conference center has been indicated at 6.40, but it is extremely hard to read due to the heavy stipling. Revise to be readable. 3 . Sheet 4/10 - Place the overall building dimensions for the conference center on the proposed building. 4. Sheet A3.01 - Since the conference center is a flat roof, building height is measured from BFE (VE 17, lowest portion of structural member) to the top of the flat roof deck. Provide building height dimension. Also, provide the height of the perimeter parapet and the height of the raised parapet in the center of the north elevation, both measured from the top of the flat roof deck to the top of the parapet. 5 . Sheet 4/10 - Revise the proposed height of the conference center to be consistent with that shown on Sheet A3.01 (as revised - see comment below). 6. Sheets A3.01 and A4.01 - Revise parapet height to be measured from the top of the roof deck to the top of the parapet. 7. Sheet A3.01 (and other appropriate sheets) - The exterior design of this conference center should more closely be compatible with the exterior of the hotel, as it is being remodeled. Specifically, there should be some barrel -tiled mansard roof as part of the design. Part of the issue here is that the architect preparing the elevations for this proposal is not the architect who has prepared architectural drawings for the actual hotel remodeling. 8 . Sheet A3.01 - Provide on the plan the proposed color scheme, utilizing a color code and a legend, including railings. 9. Sheet 4/10 - Fence enclosing jet ski business location must be solid and cannot be within the waterfront visibility triangle. 10. 3/13/07 - WW Site area still unclear. Sheet 4/10 states 212,075 square feet in General Notes #5 (but 212,148 square feet in General Notes #20) and application now states 212,418 square feet, whereas prior FLD application stated 212,148 square feet. What is the correct site area? Should be 212,075 square feet. Revise ALL appropriate locations on plans and application material. 3/6/07 - WW Unclear of site area. This application states the site area to be 212, 075 square feet, yet the prior FLD application stated 212,148 square feet. What happened to 73 square feet? 11 . Parking spaces may be 18 feet in length. 12. Page 1 of the application lists "Decade Properties Development" as the applicant. No such company has been registered with the State Division of Corporations. Revise applicant. 13 . The existing hotel is currently undergoing remodeling, taking it from 289 to 189 hotel rooms. Provide a time frame and show phasing on the plans for the following: a. when building plans will be submitted to construct the new Entrada building on the west side; b. when the conference center building plans will be submitted; c. when the parking lot improvements in front of (north side) and on the east side of the hotel will be constructed; and d. when signage will be brought into compliance with Code requirements. 14. Sheet 4/10 - General Notes #13 and #20 regarding parking - The Minor Revision plans indicated 362 total parking spaces required and 384 spaces proposed, with 40 spaces shown on this east side of the hotel. These proposed plans still indicate 362 total parking spaces required and 384 spaces proposed, yet there are 43 spaces shown on the east side of the hotel. Correct the number of parking spaces proposed. 15 . Need to show compliance with the stacking spaces requirement of Section 3- 1406.B or include as a deviation in the request. 16. General Engineering - Shouldn't utilities be shown to the conference center? Fire - Does the conference center need to have a fire sprinkler system? 17. Sheet 4/10 (and all other appropriate sheets) - The area adjacent to the east side of the hotel is different than that shown on plans submitted for a Minor Revision, such as a new masonry wall (surrounding I know not what) on the proposed plans, the retaining of a wood deck that was being demolished on the Minor Revision plans and the removal of a loading zone shown on the Minor Revision plans. Need to coordinate plans (these proposed plans and the Minor Revision plans). Development Review Agenda - Thursday, April 5, 2007 - Page 10 • 18 . Potential condition of approval to be included in the staff report: • That approval of the conference center be subject to the approval of a variance to the seawall setbacks by the Board of Adjustment and Appeal for Building and Flood, prior to the issuance of any permits for the conference center. 19. Building Code requires an 18 -foot setback from seawalls. The conference center is proposed within four feet of the seawall and within a VE -17 floor zone. Unclear why the conference center must be built so close to the seawall. Advise /revise. 20. A colored rendering of the south elevation has been provided for the proposed conference center. Since only boaters will see that elevation, it is recommended to provide a colored rendering of the north elevation. 21 . Show /indicate the location of a/c units for the conference center. 22. 3/13/07 - WW Flood Zone lines not drawn correctly per the survey. The proposed conference center building is located in VE 17, where the lowest portion of the structural member must be no lower than elevation 17 (per the City Plans Reviewers). Comment below still is applicable. 3/6/07 - WW Provide on Sheets A3.01 and A4.01 the height of the conference center, based on VE 17. Ensure FEMA BFE in VE 17 is met (show dimensions on plans). 23 . Based on Sheet A2.02 where the square footage of enclosed (a/c) floor area is stated as 6,144 square feet, revise Attachment B to reflect this square footage (note: we don't count balconies as floor area). 24. Revise Attachment B for building height and the number of parking spaces (note: the number of parking spaces increased with this proposal - revise last sentence). 25 . Revise Attachment C - Eliminate all previously approved reductions /increases, etc. and only have the addition of the conference center (fix the. square footage and height). 26. Attachment D - This is General Applicability criteria, not Comprehensive Infill Redevelopment Project criteria. Revise the top sentence. 27. Attachment D - Response to General Applicability criteria #1 - Correct the height and square footage of the conference center. 28. Attachment E - Response to Comprehensive Infill Redevelopment Project criteria #1 - We are not advertising the reduction you include, as it is greater than that previously approved. I am unaware of any deviations necessary for this request. The primary reason this application has been filed is due to the Planning Department's determination that the addition of the conference center was not a Minor Revision, but needed to be approved by the CDB. Revise response. 29. Attachment E - Response to Comprehensive Infill Redevelopment Project criteria #6D (changes in horizontal building planes) - It is noted that the decorative columns on the second floor are on the water side and will not be seen by anyone, unless you are on the water. Recommend removing such reference or restructuring how it is said. 30. Attachment E - Response to Comprehensive Infill Redevelopment Project criteria #6D (Use of architectural details...) - See prior comment regarding the "extensive columns" on the second floor balcony. No one will see them. Also, prior comments regarding the need to have this conference center adhere more closely to the hotel design, including barrel -tiled mansard roof, needs to be addressed. 31 . Attachment E - Response to Comprehensive Infill Redevelopment Project criteria #6D (Distinctive roof forms) - Prior comments regarding the need to have this conference center adhere more closely to the hotel design, including barrel -tiled mansard roof, needs to be addressed. Other: No Comments Notes: To be placed on the 5/15/07 CDB agenda, submit 15 collated copies of the revised plans & application material addressing all above departments' comments by noon, 4/16/07. Packets shall be collated, folded and stapled as appropriate. Development Review Agenda - Thursday, April 5, 2007 - Page 11 Zoning District: T, Tourist Request: Flexible Development approval to permit the addition of a conference center as an accessory use to a hotel, part of a previously approved mixed use (189 -room overnight accommodation use [hotel], waverunner business, restaurant, office and 77 attached dwellings approved under FLD2004- 04025/TDR2004 -09011 on January 18, 2005), as a Comprehensive Infill Redevelopment Project under the provisions of Section 2- 803.C. Proposed Use: Mixed use Neighborhood Clearwater Beach Association Association(s): Clearwater, F133767 100 Devon Dr TELEPHONE: 443 -2168, FAX: No Fax, E -MAIL: papamurphy @aol.com Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Neil Thompson, Scott Rice, Steve Doherty, Jim Keller, Tom Glenn Applicant: Keith Zayac The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, April 5, 2007 - Page 6 920 am Case Number: FLD2007 -0308 -- 521 S GULFVIEW BLVD • Owner(s): Jk Gulfview'Llc 240 Bayside Drive Clearwater, F133767 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Owner(s): Decade Gulfcoast Hotel Ptnrs N19 W24130 Riverwood Dr # 100 Waukesha, Wi 53188 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Applicant Decade Properties Development 240 Bayside Drive Clearwater, F133767 TELEPHONE: 727 - 461 -2921, FAX: No Fax, E -MAIL: No Email Representative: Keith Zayac 701 Enterprise Road East Safety Harbor, Fl 34695 . TELEPHONE: 727 - 793 -9888, FAX: 727 - 793 -9855, E -MAIL: keith @keithzayac.com Location: 4.87 acres located on the west side of South Gulfview Boulevard, between Hamden Drive and Bayway Boulevard. Atlas Page: 285A Zoning District: T, Tourist Request: Flexible Development approval to permit the addition of a conference center as an accessory use to a hotel, part of a previously approved mixed use (189 -room overnight accommodation use [hotel], waverunner business, restaurant, office and 77 attached dwellings approved under FLD2004- 04025/TDR2004 -09011 on January 18, 2005), as a Comprehensive Infill Redevelopment Project under the provisions of Section 2- 803.C. Proposed Use: Mixed use Neighborhood Clearwater Beach Association Association(s): Clearwater, F133767 100 Devon Dr TELEPHONE: 443 -2168, FAX: No Fax, E -MAIL: papamurphy @aol.com Neighborhood Clearwater Neighborhoods Coalition Association(s): Clearwater, F133758 P O Box 8204 TELEPHONE: No Phone, FAX: No Fax, E -MAIL: No Email Presenter: Wayne Wells, Planner III Attendees Included: City: Wayne Wells, Neil Thompson, Scott Rice, Steve Doherty, Jim Keller, Tom Glenn Applicant: Keith Zayac The DRC reviewed this application with the following comments: General Engineering: Development Review Agenda - Thursday, April 5, 2007 - Page 6 1. Turning radii at all driveways shall be a minimum of 30 feet per Aloof Clearwater Contract Specifications and Standards index #108. 2. FDOT index #304 does not apply to sidewalks inside of project except where a pedestrian path traverses a vehicular access area. 3. Sidewalks shall be constructed in accordance with the city's "Beach by Design" plan requirements. - 4. If the proposed use of the property includes a restaurant, show grease trap location on the plan. 5. A separate right -of -way permit will be required for all work within the right -of -way of any of the adjacent street(s) that are assigned to the city. See Don Melone (727) 562 -4798 in Room #220 at the MSB (Municipal Services Building). 6. Depict on the plan the Fire Hydrant Assembly labeled as existing on the west side of the property. 7. Any new concrete driveway apron(s) constructed within the right -of -way shall be a minimum 6" thick fibrous concrete, and a minimum 3000 psi with 6" x 6" / 10 x 10 welded wire mesh. (City of Clearwater Contract Specifications and Standards, Article 30.) 8. Regarding water system note #1 on page 2/10, delete reference to use of thrust blocks. 9. Applicant shall provide a copy of an approved health permit for the installation of the domestic water main prior to issuance of a building permit. The health permit application form(s) can be found at: www.dep.state.fl.us /water /drinkingwater /forms.htm 10. Please include the City of Clearwater Contract Specifications and Standards construction detail for sanitary manhole showing the required connection criteria where a new service line will enter the City's existing structure. 11. Show on the plan a double sweep clean -out for the sanitary sewer lateral and include Clearwater Contract Specifications and Standards Detail #305, pg. 1/3. 12. Reclaimed water is located in Gulfview Boulevard and shall be utililzed for the irrigation system. The above conditions shall be addressed prior to the issuance of a building permit. 1. Applicant shall deed or dedicate to the City an easement over all unrestricted water lines located of private property. 2. Applicant shall submit 5 sets of as -built drawings that are signed and sealed by a professional engineer registered in the State of Florida, prior to any C.O. being issued. Public Works/Engineering to field inspect as -built drawings for accuracy. The above conditions shall be met prior to the issuance of a certificate of occupancy. General Note: If the proposed project necessitates infrastructure modifications to satisfy site - specific water capacity and pressure requirements and/or wastewater capacity requirements, the modifications shall be completed by the applicant and at their expense. If underground water mains and hydrants are to be installed, the installation shall be completed and in service prior to construction in accordance with Fire Department requirements. General Note: DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Environmental: 1 . No Issues. Fire: 1 . Provide 30' radii at all curb cut entrances that are to be modified to meet current access requirements. PRIOR TO CDB 2. Show on plan how water for fire protection systems will be provided and show the locations of the FDC and fire hydrants Harbor Master: Legal: No issues. No issues. Land Resources: 1 . No Issues. Landscaping: Development Review Agenda - Thursday, April 5, 2007 - Page 7 1 . Sheet 9/10 - The t• al landscape island on the west side of the ternmost driveway does not have the required number of trees. Revise. 2. Sheets 4, 5, 6 and 9/10 - Proposal shows elimination of the required foundation landscaping in front of the restaurant closest to the eastern driveway. Staff does not support such elimination and recommends at least a five -foot foundation landscaping be planted away from the building (recommend a 6.25 -foot wide sidewalk next to the building and 10 feet of landscaping). A sidewalk 16.25 feet wide at this location is excessive. If applicant desires to pursue the reduction, need to include in the request (Attachment C). 3 . Sheet 9/10 - Relocate proposed trees out of jet ski business fenced -in area. 4. Sheet 9/10 - Based on landscape symbols for at least various trees, where the symbols are not indicated in the plant list, there are errors in identifying certain trees. Some places the plan indicates WR by one tree symbol, but a different symbol is used in other locations. Ensure tree /shrub symbols are correctly indicated on the plan. Include the symbol in the plant list. 5. Sheet 9/10 - An interior landscape area next to the northeast side of the hotel building is not being shown to be planted in accordance with Code requirements. Plant accent trees (two accent trees = one shade tree) or two clumps of three palms in this area, including shrubbery and ground cover. 6. Sheet 9/10 - Live oaks are being planted too close together and too close to the proposed conference center. Per City certified arborists, the closest live oaks should be planted to the building is 20 -25 feet. Live oaks should also be planted 35 feet apart. Recommend finding appropriate locations for live oaks. Might also want to look at Little Gem Magnolias for use in righter locations. Accent trees (two accent trees = one shade tree) could also be used in tighter locations. 7. Sheet 9/10 - Note: Within waterfront visibility triangles, there can be no landscaping other than sod. Parks and Recreation: 1 . Open space /recreation impact fees are due prior to issuance of building permits or final plat (if applicable) whichever occurs first. These fees could be substantial and it is recommended that you contact Art Kader at 727 -562 -4824 to calculate the assessment. 2. The Public Art and Design Impact Fee is due and payable on this project prior to issuance of building permit. This fee could be substantial and it is recommended that you contact Chris Hubbard at 727 -562 -4837 to calculate the assessment. Stormwater: I , The following to be addressed prior to building permit. 1. Show how water runoff from the existing and proposed buildings will be routed to the stormwater vault. 2. Justify the removal of the existing grate inlet and 15" RCP located at the southwestern comer. Solid Waste: 1 . Lseems to be inadquate service for the hotel portion of project. (one Dumpster south sector) Traffic Engineering: I , Provide a detailed signalization plan. This will show but not limited to: loops, mast arm, crosswalk, signal heads, ped. pole, signal cabinet, controllers, pullboxes, sidewalks, lane configuration, and signal timing. 2. All signal equipment shall be within public right- of:way. If not then applicant must provide necessary easement. Any /all easement(s) shall be obtained (recorded) prior to a C.O. being issued for the building(s). Please contact Earl Barrett, Real Estate Services Manager @ (727)562 -4794 for information needed to obtain such easement(s). 3. Provide ramp into the sidewalk for handicapped parking spaces #144 &146 and the handicapped parking space at the conference center. 4. Provide crosshatch marks for handicapped access aisle adjacent to parking.spaces 144 &146 per Community Development Code Section 3 -1409. 5. Provide a turning template for a scaled passenger car making a right turn exit from the circular driveway on the outside lane. The above to be addressed prior to a Community Development Board (CDB) hearing. General Note(s): 1) Applicant shall comply with the current Transportation Impact Fee Ordinance and fee schedule and paid prior to a Certificate of Occupancy (C.O.). 2) DRC review is a prerequisite for Building Permit Review; additional comments may be forthcoming upon submittal of a Building Permit Application. Development Review Agenda - Thursday, April 5, 2007 - Page 8 Planning: C Based on the Level 1 (ground level) elevation of 6.40, as indicated on Sheets 5110, A3.01 and A4.01, how is the grading of the existing pavement, indicated on the survey to be 5.5 close to the seawall, to be changed to accommodate this proposed Level 1 (ground level) elevation of 6.40? Sheet 5110 - Make the Level 1 elevation of 6.40 more legible (stippling is too heavy). Revise. 2 Sheet 5/10 - The HE of Level 1 (ground level) of the conference center has been indicated at 6.40, but it is extremely hard to read due to the heavy stipling. Revise to be readable. 3 . Sheet 4/10 - Place the overall building dimensions for the conference center on the proposed building. 4. Sheet A3.01 - Since the conference center is a flat roof, building height is measured from BFE (VE 17, lowest portion of structural member) to the top of the flat roof deck. Provide building height dimension. Also, provide the height of the perimeter parapet and the height of the raised parapet in the center of the north elevation, both measured from the top of the flat roof deck to the top of the parapet. 5 . Sheet 4/10 - Revise the proposed height of the conference center to be consistent with that shown on Sheet A3.01 (as revised - see comment below). 6. Sheets A3.01 and A4.01 - Revise parapet height to be measured from the top of the roof deck to the top of the parapet. 7. Sheet A3.01 (and other appropriate sheets) - The exterior design of this conference center should more closely be compatible with the exterior of the hotel, as it is being remodeled. Specifically, there should be some barrel -tiled mansard roof as part of the design. Part of the issue here is that the architect preparing the elevations for this proposal is not the architect who has prepared architectural drawings for the actual hotel remodeling. 8 . Sheet A3.01 - Provide on the plan the proposed color scheme, utilizing a color code and a legend, including railings. 9. Sheet 4/10 - Fence enclosing jet ski business location'must be solid and cannot be within the waterfront visibility triangle. 10. 3/13/07 - WW Site area still unclear. Sheet 4/10 states 212,075 square feet in General Notes #5 (but 212,148 square feet in General Notes #20) and application now states 212,418 square feet, whereas prior FLD application stated 212,148 square feet. What is the correct site area? Should be 212,075 square feet. Revise ALL appropriate locations on plans and application material. 3/6/07 - WW Unclear of site area. This application states the site area to be 212, 075 square feet, yet the prior FLD application stated 212,148 square feet. What happened to 73 square feet? 11 . Parking spaces may be 18 feet in length. 12. Page 1 of the application lists "Decade Properties Development" as the applicant. No such company has been registered with the State Division of Corporations. Revise applicant. 13. The existing hotel is currently undergoing remodeling, taking it from 289 to 189 hotel rooms. Provide a time frame and show phasing on the plans for the following: a. when building plans will be submitted to construct the new Entrada building on the west side; b. when the conference center building plans will be submitted; c. when the parking lot improvements in front of (north side) and on the east side of the hotel will be constructed; and d. when signage will be brought into compliance with Code requirements. 14. Sheet 4/10 - General Notes #13 and #20 regarding parking - The Minor Revision plans indicated 362 total parking spaces required and 384 spaces proposed, with 40 spaces shown on this east side of the hotel. These proposed plans still indicate 362 total parking spaces required and 384 spaces proposed, yet there are 43 spaces shown on the east side of the hotel. Correct the number of parking spaces proposed. 15 . Need to show compliance with the stacking spaces requirement of Section 3- 1406.B or include as a deviation in the request. 16. General Engineering - Shouldn't utilities be shown to the conference center? Fire - Does the conference center need to have a fire sprinkler system? 17. Sheet 4/10 (and all other appropriate sheets) - The area adjacent to the east side of the hotel is different than that shown on plans submitted for a Minor Revision, such as a new masonry wall (surrounding I know not what) on the proposed plans, the retaining of a wood deck that was being demolished on the Minor Revision plans and the removal of a loading zone shown on the Minor Revision plans. Need to coordinate plans (these proposed plans and the Minor Revision plans). Development Review Agenda - Thursday, April 5, 2007 - Page 9 18 . Potential condition to be included in the staff report: That approval of the conference center be subject to the approval of a variance to the seawall setbacks by the Board of Adjustment and Appeal for Building and Flood, prior to the issuance of any permits for the conference center. 19. Building Code requires an 18 -foot setback from seawalls. The conference center is proposed within four feet of the seawall and within a VE -17 floor zone. Unclear why the conference center must be built so close to the seawall. Advise /revise. 20. A colored rendering of the south elevation has been provided for the proposed conference center. Since only boaters will see that elevation, it is recommended to provide a colored rendering of the north elevation. 21 . Show /indicate the location of a/c units for the conference center. 22. 3/13/07 - WW Flood Zone lines not drawn correctly per the survey. The proposed conference center building is located in VE 17, where the lowest portion of the structural member must be no lower than elevation 17 (per the City Plans Reviewers). Comment below still is applicable. 3/6/07 - WW Provide on Sheets A3.01 and A4.01 the height of the conference center, based on VE 17. Ensure FEMA BFE in VE 17 is met (show dimensions on plans). 23 . Based on Sheet A2.02 where the square footage of enclosed (a/c) floor area is stated as 6,144 square feet, revise Attachment B to reflect this square footage (note: we don't count balconies as floor area). 24. Revise Attachment B for building height and the number of parking spaces (note: the number of parking spaces increased with this proposal - revise last sentence). 25 . Revise Attachment C - Eliminate all previously approved reductions /increases, etc. and only have the addition of the conference center (fix the square footage and height). 26. Attachment D - This is General Applicability criteria, not Comprehensive Infill Redevelopment Project criteria. Revise the top sentence. 27. Attachment D - Response to General Applicability criteria #1 - Correct the height and square footage of the conference center. 28. Attachment E - Response to Comprehensive Infill Redevelopment Project criteria #1 - We are not advertising the reduction you include, as it is greater than that previously approved. I am unaware of any deviations necessary for this request. The primary reason this application has been filed is due to the Planning Department's determination that the addition of the conference center was not a Minor Revision, but needed to be approved by the CDB. Revise response. 29. Attachment E - Response to Comprehensive Infill Redevelopment Project criteria #6D (changes in horizontal building planes) - It is noted that the decorative columns on the second floor are on the water side and will not be seen by anyone, unless you are on the water. Recommend removing such reference or restructuring how it is said. 30. Attachment E - Response to Comprehensive Infill Redevelopment Project criteria #6D (Use of architectural details...) - See prior comment regarding the "extensive columns" on the second floor balcony. No one will see them. Also, prior comments regarding the need to have this conference center adhere more closely to the hotel design, including barrel -tiled mansard roof, needs to be addressed. 31 . Attachment E - Response to Comprehensive Infill Redevelopment Project criteria #6D (Distinctive roof forms) - Prior comments regarding the need to have this conference center adhere more closely to the hotel design, including barrel -tiled mansard roof, needs to be addressed. Other: No Comments Notes: To be placed on the 5/15/07 CDB agenda, submit 15 collated copies of the revised plans & application material addressing all above departments' comments by noon, 4/16/07. Packets shall be collated, folded and stapled as appropriate. Development Review Agenda - Thursday, April 5, 2007 - Page 10 .6 0 Community Response Team Planning Dept. Cases — DRC Case No. -i��'` 0 - Meeting Date: Location: ` lSL Q (-V/ / C & J 61 V Current Use: W-o T(57-(-- Active Code Enforcement Case (no)ie: Address numbe ye (no) (vacant land) ""Landscapin (y s) (no) o '-5/Overgrown (yes) Debris (yes) - o) ,,Q--I-noperative vehicle(s) (yes no f 00'X/ 'p,--Building(s) (good (fair) (poor) (vacant land) `y�Fencing (none) ood (dilapidated) (broken and /or missing pieces) Paint ( od (fair) (poor) (garish) ,,a-.'Grass Parking (yes) o) ,,zr-'Residential Parking Violations (ye no , ,a— Signage (none) (ok) (not ok) (billboard) 'l � �arking (n /a) (striped) (handicapped) (needs repaving) I� Dumpster enclos (not enclosed) ,,a' Outdoor storage (ye ) (no) Df&v 5 J-6 3 Sri Comments /Status Report (attach any pertinent gcuments): IInS rLc U ( �i? (cc. 73C'_- eG 55 - Dat Reviewed by:Jk Telephone: Revised e 3-29L01; 02 -04 -03 To: City of Clearwater ATTN: Wayne Wells ORIGINAL RECEIVED Fax: 562 -4865 From:l Joe DeTrapani MAR 16 2007 Phone: 562 =4504 PageS :' 1 NNING DEPARTMENT of c�EARwaTER Re :: 521. S. Gulfview Blvd, Date:; Clearwater Beach 3/15/2007 Comments: Good afternoon Wayne, Please make copies of the site plans you have on file for 521 S. Gulfview Blvd., Clearwater Beach. This is'!Gulfview Beach Resort that is going to be a. Holiday Inn Hotels & Suites. The parcel # for this address is 17/29/15/00000122010200. Please set aside the plans for us and let us know when`they are ready for pick up. If there are any fees for this, please let me know. Si r , 1993 Celebrating 1497 Main Street #317 Dunedin, FL , 34698 Ph. (727) 441 -8989 Fax (727) 441 -8889 r Map Output 0 • ?age 1 of 2 t ttp: / /publicgis. myclearwater. com/ servlet/ com. esri. esiimap .Esiimap ?ServiceName= OVMap... 3/6/2007 Map Output 0 0 Page 1 of 1 http://publicgis. myclearwater. com /servlet/com.esri. esrimap . Esrimap?ServiceName= OVMap.._ 3/6/2007 Division of Corporations Page 1 of 2 qq zI� J l.sgr�rlii oc�r b r g L 1:Cgj. Florida Limited Liability JK GULFVIEW LLC PRINCIPAL ADDRESS 240 BAYSIDE DRIVE CLEARWATER FL 33767 US MAILING ADDRESS N19 W24130 RIVERWOOD DRIVE SUITE 100 WAUKESHA WI 53188 US Document Number FEI Number Date Filed L03000029848 205048848 08/12/2003 State Status Effective Date FL ACTIVE NONE Total Contribution 0.00 Reizistered Agent Name & Address NAPLES- LAWDOCK, INC. 1395 PANTHER LANE SUITE 300 NAPLES FL'34109 Name Changed: 09/29/2004 Address Changed: 09/29/2004 Manaizer /Member Detail Title Name & Address KEIERLEBER, JEFFREY 240 BAYSIDE DRIVE MGRM CLEARWATER FL 33767 US http: / /www.sunbiz.orgl scripts /cordet.exe ?al = DETFIL &nl = LO3000029848 &n2= NAMFWD... 3/6/2007 Divjsion of Corporations • . Page 2 of 2 Annual Reports Report Year Filed Date 2006 02/08/2005 2006 06/15/2006 2007 01/15/2007 Previous Filing ..._._� __. _ Return to List I Next Filing No Events No Name History Information Document Images Listed below are the images available for this filing. 01/15/2007 -- ANNUAL REPORT 06/15/2006 -- ANNUAL REPORT 02/08/2005 -- ANNUAL REPORT 01/07/2004 -- ANNUAL REPORT 108/12/2003 -- Florida Limited Liability THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT g -^ J1 7 CorpoiMi ns i nary Cor o c t on �+ I i http: / /www. sunbiz.org/ scripts /cordet.exe ?al = DETFIL &n1= LO3000029848 &n2= NAMFWD... 3/6/2007 ' .,,Division of Corporations Page] of 2 Florida Limited Partnership DECADE GULFCOAST HOTEL PARTNERS LIMITED PARTNERSHIP PRINCIPAL ADDRESS 521 GULFVIEW BLVD. CLEARWATER FL 33767 Changed 01/07/2004 MAILING ADDRESS N19 W24130 RIVERWOOD DRIVE . SUITE 100 WAUKESHA WI 53188 Changed 01 / 16/2003 Document Number FEI Number Date Filed A96000001601 593399884 08/26/1996 State Status Effective Date FL ACTIVE NONE Last Event Event Date Filed Event Effective Date NAME CHANGE 08/14/2003 NONE, AMENDMENT Actual Contribution 750,000.00 Registered Agent Name & Address NAPLES LAWDOCK, INC. 1395 PANTHER LANE, SUITE 300 NAPLES FL 34109 -7874, Name Changed: 08/19/2004 Address Chanced: 08/19/2004 General Partner Detail Name & Address .... http: / /www.sunbiz.org/ scripts / cordet. exe? a1= DETFIL &n l = A96000001601 &n2= NAMFW... 3/6/2007 - Division of Corporations Page 2 of 2 Number J K INVESTMENTS OF CLEARWATER, INC. 240 BAYSIDE DRIVE H34627 CLEARWATER BEACH FL 33767 -2503 Annual Reports View Events View Name History Document Images Listed below are the images available for this filing. 02/24/2007 -- ANNUAL REPORT 02/10/2006 -- ANNUAL REPORT 02/07/2005 -- ANNUAL REPORT 08/19/2004 -- Reg. Agent Change 01/07/2004 -- ANNUAL REPORT 08/14/2003 -- Name Cbange 01/16/2003 -- ANNUAL REPORT 01/23/2002 -- ANN REP /UNIFORM BUS REP 09/06/2001 -- Reg. Agent Change 01/16/2001 --ANN REP/UNIFORM BUS REP 01 /1.8/2000 -- ANN REP /UNIFORM BUS REP 09/14/1998 -- ANNUAL REPORT 10/21/1997 -- ANNUAL REPORT 01/09/1997 ANNUAL REPORT THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT http: / /www. sunbiz.org /scripts /cordet.exe ?a 1= DETFIL &n 1= A9600000,1601 &n2= NAMFW... 3/6/2007 Re ort Year Filed Date 2005 IF 02/07/2005 2006 02/10/2006 2007 02/24/2007 View Events View Name History Document Images Listed below are the images available for this filing. 02/24/2007 -- ANNUAL REPORT 02/10/2006 -- ANNUAL REPORT 02/07/2005 -- ANNUAL REPORT 08/19/2004 -- Reg. Agent Change 01/07/2004 -- ANNUAL REPORT 08/14/2003 -- Name Cbange 01/16/2003 -- ANNUAL REPORT 01/23/2002 -- ANN REP /UNIFORM BUS REP 09/06/2001 -- Reg. Agent Change 01/16/2001 --ANN REP/UNIFORM BUS REP 01 /1.8/2000 -- ANN REP /UNIFORM BUS REP 09/14/1998 -- ANNUAL REPORT 10/21/1997 -- ANNUAL REPORT 01/09/1997 ANNUAL REPORT THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT http: / /www. sunbiz.org /scripts /cordet.exe ?a 1= DETFIL &n 1= A9600000,1601 &n2= NAMFW... 3/6/2007 )_�inellas County Property App ser Information: 17 29 15 00000 220,02 Page 2 of 7 17 / 29 / 15 1 00000 / 220 1 0200 06- Mar -2007 Jim Smith, CFA Pinellas County Property Appraiser 07:53:45 Ownership Information Non - Residential Property Address, Use, and Sales DECADE GULFCOAST HOTEL PTHRS OBK: 13028 OPG: 1722 3 K GULFUIEW H19 W24130 RIUERWOOD DR # 100 WAUKESHA WI 53188 -1131 EVAC: A EUAC Comparable sales value as Prop Addr: 521 S GULFUIEW BLUD of Jan 1, 2006, based on Census Tract: 260.02 sales from 2004 - 2005: 0 Sale Date OR Book /Page Price (Qual /UnQ) Vac /Imp Plat Information 8 /2,003 13,028/1,722 12,920,300 (U) I 0000: Book Pgs - 2 /1,998 9,996/1,018 14,648,700 (0) I 0000: Book Pgs - 2 /1,995 8,903/1,366 8,000,000 (U) I 0000: Book Pgs - 0 /1,970 3,445/ 518 150,000 {Q) I 2006 Value EXEMPTIONS Just /Market: 20,285,600 Homestead: NO Ownership % .000 Govt Exem: NO Use %: .000 Assessed /Cap: 20,285,600 Institutional Exem: NO Tax Exempt %: .000 Historic Exem: 0 Taxable: 20,285,600 Agricultural: 0 2006 Tax Information District: CW Seawall: Frontage: Gulf Of Mexico Clearwater View: 06 Millage: 21.7640 Land Size Unit Land Land Land Front x Depth Price Units Meth 06 Taxes: 441,495.80 1) 0 x 0 150.00 159, 095.0 , S Special Tax .00 2) 0 x 0 1'000.00 1.18 A 3) 0 x 0 .00 .00 Without the Save -Our -Homes 4) 0 x 0 .00 .00 cap, 2006 taxes will be : 5) 0 x 0 .00 .00 441,495. 80 6) 0 x 0 .00 .00 Without any exemptions, 2006 taxes will be 441,495.80 Short Legal BEG AT HW CDR OF LOT i BLK C OF BAYSIDE SUB #5 TH Description H54DW 65.14FT FOR POB TH COHT H54DW 467.74 TO HE Building Information http: //136 .174.187.13 /htbinlcgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p= 17 +... 3/6/2007 Pinellas County Property App ser Information: 17 29 15 00000 220 0 Pr_ perty__and_La_nd_Use Code_ descriptions. • Building 1 • :Building. 2. • Building 3 Building #1 Page 3 of 7 17 12 / 15 / 00004 / 220 / 0200 :01 06- Mar -2007 Jim Smith, CFA Pinellas County Property Appraiser 07:53:45 Commercial Card 01 of 3 Improvement Type: Motel/Hotel > 3 St Property Address: 521 S GULFUIEW BLVD Prop Use: 312 Land Use: 39 S�ruc�uratl E1�m�nts Foundation Special Footing Floor System Structural Slab Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall None Structural Frame Concrete Reinforced Roof Frame Reinforced Concrete Roof Cover Built Up /Composition Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 460 Bath Tile Floor + Half Wall Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1. 00 Year Built 1,970 Effective Age 15 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub ArE!as �omm�r+cial E�ctra F�2t-Gur�s Description Factor Area 1) Description Factor Area 1) Base Area 1. 00 81,824 7) . 00 0 2) Open Porch . 30 10,110 8) . 00 0 3) Canopy . 25 3,906 9) . 00 0 4) RECORD VALUE: .00 0 10) .00 0 5) .00 0 11) .00 0 6) . 00 0 12) .00 0 �omm�r+cial E�ctra F�2t-Gur�s Building #2 Units Description Dimensions Price 1) ASPHALT 65800SF 1.75 2) WORKSHOP 25X24 20.00 3) PATIO /DECK 8040SF 12.00 4) ELEU PASS 7STOP 30, 000.00 5) POOL 2060SF 75,000.00 6) SHED 7,220 25.00 Building #2 Units Value RCD Year 65,800 115,i50 115,150 999 600 12,000 9,120 1,970 8,040 96,480 55,960 1,970 3 90,000 54,000 1,970 1 75,000 43,500 1,970 380 9,500 7,220 1,970 TOTAL RECORD VALUE: 284,950 http:H 136 .174.187.131htbinlcgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p= 17 +... 3/6/2007 Pinellas County Property Appy�ser Information: 17 29 15 00000 220 02Q0 Page 4 of 7 17 / 29 / 15 / 00000 / 220 / 0200 :02 06 -Mar -2007 Jim Smith, CFA Pinellas County Property Appraiser 07:53:46 Commercial Card 02 of 3 Improvement Type: Hotel /Hotel > 3 St Property Address: 521 S OULFUIEW BLVD Prop Use: 312 Land Use: 39 Structural E1�mt�nts Foundation Special Footing Floor System Structural Slab Exterior Wall Conc Block /Stucco Height Factor 0 Party Wall Hone Structural Frame Concrete Reinforced Roof Frame Reinforced Concrete Roof Cover Built Up /Composition Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 462 Bath Tile Floor t Half Wall Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 1,974 Effective Age 15 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Aromas Comrncrci2il Extra FcaturE3 Em- Description Dimensions Description Factor Area Year Description Factor Area 1) Base Area 1.00 67,638 7) . 00 0 2) Utility .55 588 8) .00 0 3) Open Porch . 30 1.130 9) . 00 0 4) Utility .40 1,!572 10) . 00 0 5) .00 0 11) .00 0 6) .00 0 12) . 00 0 Comrncrci2il Extra FcaturE3 Em- Description Dimensions Price Units Value RCD Year 1) COOLRH .00 2 0 0 1,974 2) ELEU STOP 9 STOP 3,500.00 18 63,000 30,240 1.974 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: 30,240 Building #3 http:H 136 .174.187.131htbinlcgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p= 17 +... 3/6/2007 Pinellas County Property App;,,�ser Information: 17 29 15 00000 220 0?( 0 Page 5 of 7 17 / 29 / 15 / 00000 / 220 / 0200 :03 06- Mar -2007 Jim Smith, CFA Pinellas County Property Appraiser 07:53:46 Commercial Card 03 of 3 Improvement Type: Rest /Lounge /Drive -in Property Address: 0 Prop Use: 312 Land Use: 39 Structural E1�m�nts Foundation Continuous Footing Floor System Slab on Grade Exterior Wall Cone Block /Brick Height Factor 0 Party Wall Hone Structural Frame None Roof Frame Bar Joist /Rigid Fram Roof Cover Built Up /Metal /Gyps Cabinet & Mill Average Floor Finish Carpet Combination Interior Finish Drywall Total Units 0 Heating & Air Heating &Cooling Pckg Fixtures 0 Bath Tile None Area Electric Average Description Factor Shape Factor Rectangle 1) Quality Average 1.00 Year Built 11972 Effective Age 15 Other Depreciation 0 Function Depreciation 0 Economic Depreciation 0 Sub Aromas. G(DmmcrclaIL Extra FBa -tur(E: s Description Dimensions Description Factor Area RCD Description Factor Area 1) Base Area 1.00 1,778 7) . 00 0 2) Canopy .25 363 8) .00 0 3) 0 . 00 0 9) . 00 0 4) 0 . 00 0 10) .00 0 5) 6) .00 0 11) .00 0 6) .00 0 12) . 00 0 G(DmmcrclaIL Extra FBa -tur(E: 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 Map With Property Address (non- vacant) F*1 ® PC ® R F http: // 136 .174.187.13 /htbin/cgi- scr3 ?o =1 &a =1 &b =1 &c =1 &r= .16 &s= 4 &t3 =1 &u= 0 &p= 17 +... 3/6/2007 ., / Pinellas County Property App e Information: 17 29 15 00000 220 0� � \6 GUb�ff$ s GULF �I W y 22x02 �.�� � /c,w & , � �,) /m / 2210 � Page 6of7 � GUL ( BL\ Ettp:/136!74 !8713% t inlc &s r ?o =l &a --1 &69! &c =l &r--3 6 &s 4 &S =I &u =O&p =17 +. 3/6/2007 - ?inellas Counts P-operty Ap"Orr - zformaticn: -7 29 15 000)0 220 If Page 7 of 7 Pinellas County Property-Appraiser Parcel Ifformati xn Eack to Seard Page An explanation o this screen http: // 136. 174. 187. 13/ htbin: cgi- scr3? o= 1 &a= 1 &:)= 1 &c= 1 &r= .16 &s= 4 &- 3r -1&u= 0 &p= 17 +... 3/6/2007 / r PLANNING DEPARTMENT I T Y OF LEARVT AT IER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562 -4865 May 16, 2007 Mr. Keith E. Zayac, P.E., RLA Keith Zayac & Associates, Inc. 701 South Enterprise Road East, Suite 404 Safety Harbor, FL 34695 RE: Development Order - Case FLD2007 -03008 521 South Gulfview Boulevard Dear Mr. Zayac: This letter constitutes a Development Order pursuant to Section 4- 206.D.6 of the Community Development Code. On May 15, 2007, the Community Development Board reviewed your request for Flexible Development approval to permit the addition of a 6,144 square -foot conference center as an accessory use to an existing hotel, part of a previously approved mixed use (189 -room overnight accommodation use [hotel], accessory waverunner business, restaurant, office and 77 attached dwellings approved under FLD2004- 04025/TDR2004 -09011 on January 18, 2005), with a deviation to the required stacking spaces at the driveways, as a Comprehensive Infill Redevelopment Project under the provisions of Section 2- 803.C. The Community Development Board (CDB) APPROVED the application with the following Findings of Fact, Conclusions of Law and Conditions of Approval: Findings of Fact: 1. The subject 4.87 acres is located on the west side of South Gulfview Boulevard, between Hamden Drive and Bayway Boulevard; 2. The current use of the site is a hotel; 3. On January 18, 2005, the Community Development Board (CDB) approved with 14 conditions a Flexible Development application for this property for the Termination of Status of a Nonconformity for density (existing 289 - rooms /units overnight accommodation use — to be converted to 241 - rooms /units overnight accommodation use and 36 dwelling units), to permit a mixed use (241 - room/unit overnight accommodation use [including accessory restaurant, retail sales and wave runner business], 38 attached dwellings, a restaurant and an office use) and for the Transfer of Development Rights for two dwelling units from 850 Bayway Boulevard (FLD2004- 04025/TDR2004- 09011); 4. A Minor Revision was approved December 28, 2005, for architectural modifications to the hotel building only and to remove a second level covered walkway connecting the new and existing buildings; 5. A Minor Revision was approved April 5, 2006, revising the unit counts providing for a change in use from overnight accommodations (52 rooms) to residential condominium (39 dwellings) that did not result in an increase in the minimum number of parking spaces required. Therefore, the new building on the west side of the property will solely contain 77 attached dwellings; FRANK HIBBARD, MAYOR JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCILMEMBER BILL JONSON, COUNCILMEMBER CAREEN A. PETERSEN, COUNCILMEMBER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" +k, J May 16, 2007 Zayac — Page Two 6. Building permits have been issued to remodel the existing hotel, reducing the number of rooms from 289 to 189 rooms in accordance with the approval under FLD2004- 04025/TDR2004- 09011; 7. The proposal is to construct a 6,144 square -foot conference center as an accessory use to the existing hotel in the southeast corner of the property as a freestanding building; 8. The one -story conference center over ground -level parking is proposed at a setback of 13.6 feet from the east property line (minimum of 10 feet required) and at a height of 15.42 feet (to flat roof deck); 9. The structure has been designed to be consistent in character with the architectural style and exterior color of the hotel currently being remodeled; 10. Any approval of this application will require a variance to be approved by the City's Board of Adjustment and Appeal for Building and Flood, as the proposed conference center does not meet an 18 -foot setback from the seawall as a Building Code requirement; 11. No additional parking is required for this accessory conference center, where overall 362 parking spaces are required and 381 spaces are being provided; 12. There are no changes to the driveway locations on South Gulfview Boulevard, as they are the same as previously approved and setbacks to pavement along the north, east and south are the same as or greater than that previously approved; 13. The proposal includes a deviation to the required stacking spaces at the driveways; 14. While there are parking lot modifications to the east side of the property included in this proposal, landscaping of the eastern portion of the property is similar to that previously approved; and 15. That there is an active Code Enforcement case for this property regarding signage issues, which has little bearing on the decision of this application. Conclusions of Law: 1. That the development proposal is consistent with the Standards as per Tables 2 -801.1 and 2 -803 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2 -803.0 of the Community Development Code; and 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3 -913 of the Community Development Code. Conditions of Approval: 1. That all conditions of approval adopted by the CDB for Case No. FLD2004- 04025/TDR2004 -09011 are still in effect; 2. That approval of the conference center be subject to the approval of a variance to the seawall setbacks by the Board of Adjustment and Appeal for Building and Flood, with such approval granted prior to the issuance of any permits for the conference center; 3. That the new compactor dumpster enclosure east of the building meet the design standards of the Solid Waste Department, including the inside width of the enclosure and the length of the concrete apron outside the enclosure; and 4. That this property be subject to the Public Art and Design Ordinance and Impact Fee. Pursuant to Section 4 -407, an application for a building permit shall be made within one year of Flexible Development approval (May 15, 2008). All required certificates of occupancy shall be obtained within two years of the date of issuance of the building permit. 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 Community Development Board may May 16, 2007 Zayac — Page Three 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 -502.13 by the applicant or by any person granted party status within 14 days of the date of the CDB meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on May 29, 2007 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner III, at 727 -562 -4504. You can access zoning information for parcels within the City through our website: www.myclearwater.com/gov /depts /planning. Sincerely Michae Delk, AIC Planning Director S: (Planning DepartmentlCD BIFLEX (FLD)Vnactive or Finished Applications lGulfview S 0521 Entrada #2 (T) - ApprovedlGulfview S 521 Development Order 5.16 07.doc 14' I �� . 0, W 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, May 15, 2007 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 propert y owners, etc. will be placed on a consent agenda and approved by a single vote at the beginning of the meeting. 1. Decade Gulfcoast Hotel Partners LP and JK Gulfview LLC are requesting Flexible Development approval to permit the addition of a 6,144 sq -ft conference center as an accessory use to an existing hotel, part of a previously approved mixed use (189 -room overnight accommodation use [hotel], accessory waverunner business, restaurant, office and 77 attached dwellings approved under FLD2004- 04025/TDR2004 -09011 on January 18, 2005), with a deviation to the required stacking spaces at the driveways, as a Comprehensive Infill Redevelopment Project under the provisions of Sec 2- 803.C. (Proposed Use: Addition of a conference center as an accessory use to an existing hotel.) at 521 South Gulfview Blvd, Sec. 17- 29 -15, M & B 22.02. Assigned Planner: Wayne M. Wells, AICP, Planner III. FLD2007- 03008 Interested parties may appear and be heard at the hearing or file written notice of approval or objection with the Planning Director or City Clerk prior to the hearing. Any person who decides to appeal any decision made by the Board or Council, with respect to any matter considered at such hearings, will need to request a record of the proceedings and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based per Florida Statute 286.0105. Community Development Code Sec 4 -206 states that party status shall be granted by the Board in quasi-judicial cases if the person requesting such status demonstrates that s/he is substantially affected. Party status entitles parties to personally testify, present evidence, argument and witnesses, cross - examine witnesses, appeal the decision and speak on reconsideration requests, and needs to be requested and obtained during the case discussion before the CDB. An oath will be administered swearing in all persons giving testimony in quasi-judicial public hearing cases. If you wish to speak at the meeting, please wait to be recognized, then state and spell your name and provide your address. Persons without party status speaking before the CDB shall be limited to three minutes unless an individual is representing a group in which case the Chairperson may authorize a reasonable amount of time up to 10 minutes. Five days prior to the meeting, staff reports and recommendations on the above requests will be available for review by interested parties between the hours of 8:30 a.m. and 4:30 p.m., weekdays, at the City of Clearwater, Planning Department, 100 S. Myrtle Ave., Clearwater, FL 33756. Please contact the case presenter, at 562 -4567 to discuss any questions or concerns about the project and/or to better understand the proposal and review the site plan. Michael Delk Cynthia E. Goudeau, MMC Planning Director City Clerk City of Clearwater P.O. Box 4748, Clearwater, FL 33758 -4748 NOTE: Applicant or representative must be present at the hearing. A COPY OF THIS AD IN LARGE PRINT IS AVAILABLE IN OFFICIAL RECORDS AND LEGISLATIVE SERVICES. ANY PERSON WITH A DISABILITY REQUIRING REASONABLE ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING SHOULD CALL (727) 562 -4093 WITH THEIR REQUEST. To learn more about presenting to Clearwater boards and City Council, go to http:// clearwater .granicus.comNiewPublisher.php ?view id =11 and click on 'Resident Engagement Video." You can also check the informational video out from any Clearwater public library. 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1743 WOODSTOCK GA 30188 - 2313 LA POINTE, NORMAND J LA POINTE, LORRAINE J 450 GULFVIEW BLVD #301 CLEARWATER FL 33767 - 2521 LASAK, JAMES G JR LASAK, AMY BATES 25294 COLUMBIA BAY DR LAKE VILLA IL 60046 - 9720 LISTES, MARINKO LISTES, NEDJELJKA 2895 CHICOUTIMI LAVAL QC H7E 1 B2 00030 - CANADA LUCARELLI, QUIRINO JR LUCARELLI, RACHEL 440 GULFVIEW BLVD # 907 CLEARWATER FL 33767 - 2514 MAC QUARRIE, RONALD H THE MAC QUARRIE, JOANNE A THE 1400 GULF BLVD # 801 CLEARWATER FL 33767 - 2830 MALATY, KHAIRY A MALATY, EBTISAM K 450 S GULFVIEW BLVD #901 CLEARWATER FL 33767 - 2526 MATUSZEK, THERESA PROCIUK, THEODORE 140 MANCHESTER DR # 210 BUFFALO GROVE IL 60089 - 2422 LAGOON RESORT MOTEL 619 S GULFVIEW BLVD CLEARWATER FL 33767 - 2643 LENART, TED THE LENART, MARIA THE LENART FAMILY TRUST 625 S GULFVIEW BLVD CLEARWATER FL 33767 - 2643 LOCKART, HENRY C LOCKART, GLENDA K 440 S GULFVIEW BLVD #1106 CLEARWATER FL 33767 - 2516 LUPIENT, JAMES 750 PENNSYLVANIA AVE S MINNEAPOLIS MN 55426 -1603 MAIR, ALOIS MAIR, DEBRA A 2903 APPIAN WAY EASTON PA 18040 - 7706 MALO, FOTIOS MALO, ALEXANDRA 450 S GULFVIEW BLVD #1501 CLEARWATER FL 33767 - 2530 MC CAFFERY, MICHAEL G THE MC CAFFERY, MARGARET M THE 46 -1 REVERE RD DREXEL HILL PA 19026 - 5328 KOPANAKIS, NICK 35518 SCHOOLCRAFT ST LIVONIA MI 48150 - 1214 KUMP, PAUL H KUMP, CORINNE F 610 PRAIRIE ST NORTHFIELD MN 55057 - 2624 LANI, JOSEPH R LANI, CAROLE R 456 WILSON AVE STATEN ISLAND NY 10312 - 3730 LIMARDI, R J LIMARDI, LAURA 107 HETHERINGTON LN GLENDALE OH 45246 - 3744 LOMBARDO, JOSEPH LOMBARDO, JOANNE 440 S GULFVIEW BLVD # 1104 CLEARWATER FL 33767 - 2516 LYRAS, LOUIS G LYRAS, KARENA 80 CREED CR CAMPBELL OH 44405 - 1277 MAKAR, KYRILLOS B MAKAR, ZEIZAF 1 669 TOMOKA DR PALM HARBOR FL 34683 - 5856 MAMALAKIS, JOHN S MAMALAKIS, THERESE K 7850 W 96TH ST BLOOMINGTON MN 55438 - 2913 MC CLURE, JAMES J JR THE PHELPS, K JEAN THE 1 CALVIN CIR # C309 EVANSTON IL 60201 - 1957 MC DONALD, VIVIAN A MC GEE, JOHN P MC GOVERN, JASON L MC DONALD, BRENT E 816 NW 135TH TER MC GOVERN, KATHERINE G 440 S GULFVIEW BLVD # 1602 PEMBROKE PNES FL 33028 - 3162 2620 SWEET BROOM LN CLEARWATER FL 33767 - 2518 NAPERVILLE IL 60564 - 4325 • MEAD, PAUL MEYER, JOHN MEAD, SANDRA MECAS LLC MEYER, BARBARA 31 LINDROP ST 1628 SYLVIA DR 440 S GULFVIEW BLVD # 1401 LONDON SW6 2QU 00003 - ENDICOTT NY 13760 - 7145 CLEARWATER FL 33767 - 2517 GREAT BRITAIN MICH, PATRICIA J 140 LN 570A LK JAMES FREMONT IN 46737 - 9002 MITCHELL, THOMAS E 5000 GULF BLVD # 102 ST PETE BEACH FL 33706 - 2401 MOROCCO, JAMES R MOROCCO, PATRICIA 2620 WOOD POINTE DR HOLIDAY FL 34691 - 8722 MUTLU, ULKER 450 S GULFVIEW BLVD #908 CLEARWATER FL 33767 - 2526 O'CONNOR, DANIEL O'CONNOR, DEBORAH L 17796 WALL CIR REDINGTON SHORES FL 33708 - 1248 O'NEIL, JOHN T THE 105 GRANVILLE CT NAPLES FL 34104 - 6759 PALASKY, JON R SR 450 S GULFVIEW BLVD # 202 CLEARWATER FL 33767 - 2521 PAPAGEORGIOU, DEMETRIOS G PAPAGEORGIOU, LIZA 5310 LONG MEADOW RD BLOOMFIELD HILL MI 48304 - 3660 MILLER, ALAN H MILLER, MARY G 1174 WAUKAZOO DR HOLLAND MI 49424 - 2637 MITCHELL, THOMAS E 5960 S GARICA RD HOMOSSASSA FL 34448 - 4318 MORRILL, DANIEL MORRILL, SANDY 2029 W MANITOU DR OWOSSO MI 48867 - 8727 NICKELS, JOHN H NICKELS, MARY ELLEN 426 LOWELL DR HIGHLAND HEIGHTS OH 44143 - 3616 MINIERI, CARL N 17307 ROSA LEE WAY N REDINGTON BEACH FL 33708 - 1352 MOORE, FRANCIS H MOORE, CLAIRE 440 S GULFVIEW BLVD # 1501 CLEARWATER FL 33767 - 2518 MULLIGAN, JAMES STORY, THERESA A 44 PANAMOKA TRL RIDGE NY 11961 - 2202 NOVICK, CAROL A 112 LITCHFIELD LN HOUSTON TX 77024 - 6016 O'DONNELL, GERARD OLSSON, WILLIAM H O'DONNELL, JACKIE OLSSON, LYNNE A 3 PACKHORSE LN 15913 DOVER CLIFFE DR WYHALL BIRINGHAM B47 5DH 00009 LUTZ FL 33548 - 6197 UNITED KINGDOM ORMOND, BRIAN E 1451 LINDENHURST DR CENTERVILLE OH 45459 - 3328 PALERMO, PAMELA J PALERMO, LOUIS M 1855 JESSICA RD CLEARWATER FL 33765 - 1508 PAPPAS, KELLIE 440 S GULFVIEW BLVD # 1006 CLEARWATER FL 33767 - 2516 ORN, DUANE L 5415 BROOKLYN BLVD MINNEAPOLIS MN 55429 - 3359 PANGERE, GEORGIANN M 13010 MONROE PL CROWN POINT IN 46307 - 9588 PARSONS, GARY C 6445 MEADOWBROOK Cl WORTHINGTON OH 43085 - 2864 PARSONS, GARY C PATSIS, STEVE PEARL, PENNY G DOUGLAS, MARY E TRUST PATSIS, EMANUEL 450 S GULFVIEW BLVD #603 6445 MEADOWBROOK CIR 157 N ALLEGHANY AVE CLEARWATER FL 33767 - 2524 WORTHINGTON OH 43085 - 2864 LINDENHURST NY 11757 - 4129 PELICAN POINTE ON CLEARWATER PENDLEY, CORBETT WAYNE PENNINGTON, JANICE THE B PENDLEY, JANE 450 GULFVIEW BLVD # 501 445 S GULFVIEW BLVD 464 ADAMS ST CLEARWATER FL 33767 - 2522 CLEARWATER FL 33767 - 2508 DENVER CO 80206 - 4411 PERLIN, MICHAEL PIAZZA, LENO P PITZULO, SAMUEL J PERLIN, JODI ZORZIT, MARK J PITZULO, JANET M 1970 PROMENADE WAY 443 ROWELL AVE 440 JANET DR CLEARWATER FL 33760 - 1734 SAULT ST MARIE ON P6C 50 00030 CANFIELD OH 44406 -1532 CANADA POLSTON, STEPHEN M POLSTON, JEAN M 440 N GULFVIEW BLVD # 1701 CLEARWATER FL 33767 - POZIOS, THOEFANIS POZIOS, KOULA 825 MICHIGAN AVE MARYSVILLE MI 48040 - 2122 PRYOR, CAROL 2346 ROSE GARDEN RD PITTSBURGH PA 15220 - 4029 RAMASWAMY, ASHOK 450 S GULFVIEW BLVD #708 CLEARWATER FL 33767 - 2525 REK, WILLIAM J REK, LISA A 6240 70TH AVE PINELLAS PARK FL 33781 - 4169 ROSENSTEEL, DANIEL S 17082 DOLPHIN DR N REDNGTN BCH FL 33708 - 1324 SAAD, FATHY Z SHENODA, SAMIRA S 2626 DURANT OAKS DR VALRICO FL 33594 - 5932 PONTIKOS, IRENE 193 COUNTRYSIDE DR BROADVIEW HTS OH 44147 - 3415 PRATO, EDWARD DIERSCH, RAYMOND 74 LOIS CT E EAST MEADOW NY 11554 -1412 QUERUBIN, KATHERINE 627 SAXONY BLVD ST PETERSBURG FL 33716 - 1297 REED, AUDREY L 450 S GULFVIEW BLVD # 902 CLEARWATER FL 33767 - 2526 RICKS, WALTER A SR THE RICKS, MILDRED H THE 440 S GULFVIEW BLVD #903 CLEARWATER FL 33767 - 2514 RUCKNAGEL, MELBA A THE RUCKNAGEL FAMILY TRUST 8812 FOX PARK DR SAINT LOUIS MO 63126 - 2310 SAINT GEORGE INVESTMENT INC 2227 KENT PL CLEARWATER FL 33764 - 6624 PORTER, CHARLES D PORTER, PATRICIA A 15411 OAKWOOD DR URBANDALE IA 50323 - 1928 PROKOP, MARILYN M 450 S GULFVIEW BLVD #1006 CLEARWATER FL 33767 - 2528 RACHOWICZ, EDWARD RACHOWICZ, MAE 440 S GULFVIEW BLVD # 1502N CLEARWATER FL 33767 - 2518 REESE, POLLY C PO BOX 400 MIDDLESBORO KY 40965 - 0400 ROPP, WALTER S 440 S GULFVIEW BLVD #1503N CLEARWATER FL 33767 - 2518 RYAN- KOUDELKA, DEBORAH A 450 S GULFVIEW BLVD #706 CLEARWATER FL 33767 - 2525 SALNIKOV, ALEXANDER 212 E SCRANTON AVE LAKE BLUFF IL 60044 - 2532 SANTOSTEFANO, ROBERT J FAMILY SAVOIE, NORMAN SANTOSTEFANO, OSCAR SAVOIE, ROSEMARIE SAYROO, MICHAEL 14800 GREEN VIEW RD OLD MOUNTAIN RD PO BOX 15736 ORLAND PARK IL 60462 - 1994 P O BOX 331 TAMPA FL 33684 - 5736 EASTHAMPTON MA 01027 - 0331 SCHAAF, MICHAEL L SCHAFFER, GEORGE A SCHNEIDER, ROGER B MUDIE, AUDREY 675 S GULFVIEW BLVD # 406 SCHNEIDER, LYNETTE V 450 S GULFVIEW BLVD # 506 CLEARWATER FL 33767 - 2657 440 S GULFVIEW BLVD #707 CLEARWATER FL 33767 - 2524 CLEARWATER FL 33767 - 2513 SCHULTE, CHARLES W SCHWALBE, MARTIN E SCHULTE, COLLEEN M SCHWALBE, GLENDA J SCHWARTZ, JOHN 3723 LAKEWOOD SHORES DR 139 HAMILTON RIVER RD 145 MARINA DEL RAY CT HOWELL MI 48843 - 7889 LABRADOR NL AOP 1 EO 00030 - CLEARWATER FL 33767 - 2944 CANADA SCIBA, ROBERT E SCICCHITANO, ANTHONY F SCIMONE, PETER L SCIBA, JANE L SCICCHITANO, JANICE M SCIMONE, ROSALIE L 47647 PINE CREEK CT 2701 ASTON AVE 18555 ALEXANDER RD NORTHVILLE MI 48168 - 8527 PLANT CITY FL 33566 - 9594 WALTON HILLS OH 44146 - 5351 SCOURTES, GEORGE SEURYNCK, ELIZABETH THE SEYER CORP 440 S GULFVIEW BLVD # 305 440 S GULFVIEW BLVD # 1101 80 MAIN ST CLEARWATER FL 33767 - 2509 CLEARWATER FL 33767 - 2516 MILLVILLE PA 17846 - SGOUPIS, JAMES SNAPPY, WILLIAM A SHAW, WILLIAM M SGOUPIS, ANNE SNAPPY, PATRICIA L SHAW, GEORGINA 137 93RD ST 109 CHENEY HILL LN 450 S GULFVIEW BLVD #1508 BROOKLYN NY 11209 - 6201 RUTLAND VT 05701 - 8847 CLEARWATER FL 33767 - 2530 SHELDAHL, ERIC A SHEPHARD, WILLIAM M THE SHERRY, BEATRICE 3818 NW 109TH ST 619 S GULFVIEW BLVD 828 WATER ST URBANDALE IA 50322 - CLEARWATER FL 33767 - 2643 MEADVILLE PA 16335 - 3452 SHIRSAT, SHAM S SIDKY, EMIL Y SILVONEN, LINDA J SHIRSAT, MADHAVI S SIDKY, SONYA M 26501 S RIVER RD 28 CAMBRIDGE DR 5451 S WOODLAWN AVE # 3 HARRISON TOWNSHIP MI 48045 - OAK BROOK IL 60523 - 1705 CHICAGO IL 60615 - 5209 5613 SIMMONS, JEAN M SIRABELLA, LOUIS SLEDZ, WILLIAM H MC CULLOUGH, GARY S SIRABELLA, JEANETTE C SLEDZ, SHARON R 857 SUNDANCE CIR 750 ISLAND WAY # 501 450 S GULFVIEW BLVD # 307 OSHAWA ON L1J 8135 00030 - CLEARWATER FL 33767 - 1821 CLEARWATER FL 33767 - 2521 CANADA SMERLING, GEORGETTE SOBIESZCZYK, HARRY A JR SOFRONAS, JAMES 38 OLD DAIRY RD SOBIESZCZYK, BARBARA L SOFRONAS, CHRISTINE TRUMBULL CT 06611 - 4954 581 N 4TH AVE 431 GULFVIEW BLVD ADDISON IL 60101 - 2273 CLEARWATER FL 33767 - 2508 SOLIMAN FAMILY ENTERPRISES SOLU, EMINE F THE LLC SOLU, SULEYMAN S THE 2134 A I ANDREWS E M 7533 JOMEL DR 450 S GULFVIEW BLVD #1603 DUN ANDREWS 98 CT SPRING HILL FL 34607 - 2018 CLEARWATER FL 33767 - 2531 DUNEDIN FL 34698 - 4839 STAMIS, CONSTANTINE STOVER, CHRISTIAN LEE STRAMAGLIA, JOHN STAMIS, ETHEL R 3106 TAMBAY AVE STRAMAGLIA, JEANNINE L 505 MANAWA TR TAMPA FL 33611 - 1538 4025 GOSS MT PROSPECT IL 60056 - 3719 SCHILLER PARK IL 60176 -1827 SUESS, BERNARD H SUMMER, CLAIRE D TRUST SUTHERLAND, JOHN J 1100 OLD POST RD 7635 EADS AVE # 106 SUTHERLAND, PEGGY E PERKASIE PA 18944 - 1582 LA JOLLA CA 92037 - 4831 450 S GULFVIEW BLVD #1504 CLEARWATER FL 33767 - 2530 T W /BEACH RESIDENCES- THOMAS, FRANKLIN J THOMAS, NABIL S CLEARWATE THOMAS, JOYCE E THOMAS, SAMIA 877 EXECUTIVE CENTER DR 8364 GOLDEN PRAIRIE DR 440 GULFVIEW BLVD # 504 ST PETERSBURG FL 33702 - 2460 TAMPA FL 33647 - 3241 CLEARWATER FL 33767 - 2510 TIDD, JAMES A TIKRITI, GARY D THE TIRUPATHI, PANEENDRA FAMILY TR TIDD, VICKI A 2849 CHANCERY LN 8186 ELISABETH LN 5861 ROGERS RD CLEARWATER FL 33759 - 1427 LARGO FL 33777 - 1352 JAMESTOWN OH 45335 - 8713 TIRUPATHI, SIRISH K TRAKAS, ANNA THE TRUHAN, JOSEPH G TIRUPATI, SRIVANI 1616 SHERIDAN RD #I OG 440 S GULFVIEW BLVD #1007 2133 GLENCOE HILLS DR # 6 WILMETTE IL 60091 - 1851 CLEARWATER FL 33767 - 2516 ANN ARBOR MI 48108 - 1043 UHLMAN, JAMES P USHER, CEDRIC UHLMAN, SUSAN C USHER, SHEILA WARD, THOMAS G 2399 COLLINS DR 40 CASTLE AVE 2817 ROEHAMPTON CLOSE WORTHINGTON OH 43085 - 2808 CLONTARF DUBLIN 3 00003 - TARPON SPRINGS FL 34688 - 8426 IRELAND WECHSLER, RENATE THE WEEDEN, SAM W WEGLARZ, RUSSELL J 450 S GULFVIEW BLVD # 1101 WEEDEN, BETTIE I WEGLARZ, LAURIE A CLEARWATER FL 33767 - 2528 440 S GULFVIEW BLVD #703 13410 WOOD DUCK DR CLEARWATER FL 33767 - 2513 PLAINFIELD IL 60585 - 7766 WEIS, JAY B WERTH, KENNETH D WHITE, FREDERICK T WEIS, ERIK J WERTH, PAMELA A WHITE, LINDA M 2227 7TH ST NW 120 BARRINGTON CIR 440 S GULFVIEW BLVD # 1806 ROCHESTER MN 55901 - 0206 ALPENA MI 49707 - 4101 CLEARWATER FL 33767 - 2520 WILLARD, GILLIAN M WILLIAMS, MARCUS DOYLE WOLAK, CARRIE A 440 S GULFVIEW BLVD #807 WILLIAMS, CARMEN M 42 EVERGREENE CLEARWATER FL 33767 - 2514 9005 STONELEIGH CT WALLINGFORD CT 06492 - 2975 FAIRFAX VA 22031 - 3243 WOOLUM, KAYETTE WOOLUM, KERRY L WYROZEMSKI, WALTER 201 DEAN HILL DR WINKLER, DWIGHT L WYROZEMSKI, MARY PINEVILLE KY 40977 - 1812 528 KENTUCKY AVE 450 S GULFVIEW BLVD # 1107 PINEVILLE KY 40977 - 1343 CLEARWATER FL 33767 - 2528 YANTEK, MINERVA 450 S GULFVIEW BLVD #1008 CLEARWATER FL 33767 - 2528 ZIELINSKI, DETLEF R ZIELINSKI, MONIKA 440 S GULFVIEW BLVD #805 CLEARWATER FL 33767 - 2513 YOWELL, KENNETH P YOWELL, CINDY W 132 ALBEMARLE DR PEN LLYN PA 19422 - 1 127 ZUGALJ, [VON J ZUGALJ, MILKA 1044 E 165TH ST SOUTH HOLLAND IL 60473 - 2573 ZAMMIT, ALFRED G ZAMMIT, DAVID 1900 THE COLLEGE WAY # 1805 MISSISSAUGA ON L5L 5Y8 00030 - CANADA Wells, Wayne From: Wells, Wayne Sent: Monday, April 30, 2007 1:17 PM To: 'Hunraf @aol.com' Cc: Watkins, Sherry Subject: RE: Joe Burdette: Re: CDB Notice for FLD2007 -03008 Joe 1. That is correct. Page 1 of 2' Y 2. "Stacking spaces" is the distance from the right -of -way line to the first parking space or drive aisle, and is a function of the number of parking spaces in the parking lot. Since this development has more than 51 spaces, the requirement is for a 40 -foot dimension, which they are not providing. The requirement for stacking spaces was adopted after the original development proposal was approved, which this development proposal does not change the parking areas near the driveways. Therefore, they are requesting a deviation from the requirement. 3. With the Minor Revision for this project, there will be no public parking provided with this development. As to intent to construct the 77 attached dwellings, I would suggest talking to the owner. It is my assumption that they have intentions to construct it, just like any other property owner /developer with an approved project on Clearwater Beach dealing with market issues. As for the rendering, I would suggest coming and looking at the application material first to determine what you would like a copy of. Some things may be easier than others to copy. You may see Sherry Watkins or myself. As for meeting on this project on Wednesday, I would prefer meeting a few minutes earlier rather than meeting after the Marbella project discussion, as we have a field trip on Wednesday afternoon. Wayne - - - -- Original Message---- - From: Hunraf @aol.com [mailto:Hunraf @aol.com] Sent: Saturday, April 28, 2007 2:46 PM To: Wells, Wayne Cc: Delk, Michael; bill @shephards.com; paul @shephards.com Subject: Joe Burdette: Re: CDB Notice for FLD2007 -03008 Wayne I am the Owner's Representative for Shephard's Beach Resort and we have received notice of the CDB hearing of May 15, re: FLD2007 -03008 for the property located at 521 South Gulfview Boulevard. Shepard's Beach Resort is the immediately adjacent to this proposed project. While Bill Shephard is probably the biggest advocate for hotel uses on the beach and, in 4/30/2007 '9 0 Page 2 of 2 general, supports all his fellow hotel owners' efforts to improve their property, no one from Gulfcoast Hotel Partners has even contacted him to show him what this proposed addition entails. As an affected property owner with party status, could you get me a dimensioned copy of the color rendering that was provided with this application so I can provide it to Mr. Shephard so he is aware of exactly what is being proposed. I would have just a few other questions as well: 1. According to the notice, the only deviation they are requesting is a deviation to the required stacking spaces at the driveway and there is no request for any deviation in setbacks or height. Is that correct? 2. What kind of deviation in the required stacking spaces are they asking for? 3. As I recall, this project was originally planned and approved in January of 2005 to include a 77 attached dwellings on the existing front parking lot. The dwellings were to be above a parking structure that included some 100 spaces that would be made available to the public. I have heard that they no longer intend to build that part of the project. Is that, to the best of your knowledge, still the case? Is the Development Order allowing them to build these 77 units above parking still active or has it expired? Wayne: At this time, Mr. Shephard is not objecting to the proposed project, but is simply trying to get the information he needs to makes any such decision. I do not know the developers of this project, but would think it would be in their best interest to contact either Mr. Shephard or Paul Andrews at Shephard's Beach Resort and discuss the proposed project prior to the CDB meeting and hopefully satisfy Mr. Shephard that this is a project he can support. If you could give me a little time prior to our meeting next Wednesday with Michael Delk on the Coronado garage (or right afterwards) to discuss this further I would appreciate it. We might also be able to resolve any of Mr. Shephard's concerns if you can just answer the above questions and email me a dimensioned color rendering of what they want to construct. Again, Mr. Shephard is not objecting at this time. I am just amazed that Gulfcoast Hotel Partners have not even walked next door to discuss this with him. That, to me, is "How To Obtain CDB Approval 101." Thanks Joe See what's free at AOL.com. 4/30/2007 0 0 "- 'L" ' , - � - HOTEL & SUITES CLEARWATER BEACH Sherry Sandstrom Project Manager 521 South Gultview Blvd. a Clearwater Beach, FL 33767 727.595.7541 a 800.770.6461 • tax 727.596.4825 www.ClearwaterBeachHolidayinn.com sherry@ClearwaterBeachHolidaylnn.com VICINITY MAP ,a �F NIOSOEN 1— 4` 1 R U� YNffiI 9UWN N F mE ada w�N,w 6 lEV! YYV�N � PAECO 1g 08201A `L RNE � PqR PROJECT VICINITY 0 oro E �, CNAILOf1E QIAOE, PN u� PuNeriai N. T. S. a., PREPARED FORS DECADE GULF COASI M HOTEL PARTNERS SEC 17, TW N 29 S, R N G 1 E CITY OF CLEARWATER FLD2004 -04025 2 SWFWMD LOCATION MAP -� SITE PLAN FDOT GRADING & DRAINAGE PLAN I 5 UTILITY PLAN 6 ' GENERAL DETAILS I I 7 I. UTILITY DETAILS 8 LANDSCAPE PLAN Clearwater ys� PROJECT 10 . -w {} LOCATION Dawn I) r .: 5u � s � f - cl�a�'irrTFt� I�y N E k it san I , F!ar N.T.S. LEGAL DESCRIPTION LEGAL DESCRIPTION: (provided by client) A parcel of land in Section 17, Township 29 South, Range 15 East, Pinellas County, Florida, being more particularly described as follows: From the Northwesterly corner of Lot 1, Block iC of BAYSIDE SUBDIVISION No. 5, as recorded in Plat Book 38, Page 38 of the Public Records of Pinellas County, Florida; thence run N54 °25'30 "W, 65.14 feet along the Southerly line of Gulfview Boulevard for a POINT OF BEGINNING; thence continue N54 025'30 "W along said Southerly line of Gulfview Boulevard, 467.74 feet to the Northeasterly corner of Lot 43 in LLOYD - WHITE- SKINNER SUBDIVISION as recorded in Plat Book 13, Page 12 of the Public Records of Pinellas County, Florida; thence run S35 034'30 "W, 400.00 feet to the bulkhead line; thence S54 025'30 "E, 316.13 feet; thence along a curve to the left, radius 534.30 feet, arc 213.63 feet, chord bearing S65 052'45 "E, chord 212.21 feet; thence S77 020'00 "E, 87.38 feet; thence N12040'00 "E, 351.56 feet to the POINT OF BEGINNING. J.K. GULFVIEW, L.L.C. N 19 W 24130 RIVERWOOD DRIVE, SUITE 100 WAUKESHA, WISCONSIN 53188 CONSTRUCTION LOCATION: MIL 0 EN PARCEL ID: 17/29/15/00000/220/0200 521 SOUTH GULFVIEW BLVD. CLEARWATER, FLORIDA DATE-: 04.27.07 PREPARED BY: KEITH ZAYAC & A550CIATE5, INC. CIVILENGINEERING LANDSC.APEARCIIITECTURE PLANNING '01 ENTER,PR[SE ROAD, SUITE 404 AFETY- HAR -BOR, FLORIDA 34695 HONE: 727.793.9888 AX: 727.793.9855 MAIL: KEITH @KEffHZAYACZOM Agency App. / Permit No. Date Issued / Date Expires CITY OF CLEARWATER FLD2004 -04025 2 SWFWMD 3 SITE PLAN FDOT GRADING & DRAINAGE PLAN I 5 UTILITY PLAN 6 ' GENERAL DETAILS I I L.P. Lo Qoo + - m�2� "INVESTIGATE BEFORE YOU EXCAVATE" CALL SUNSHINE @ 1 -800- 432 -4770 FL. STATUTE 553.851 (1979) REQUIRES A MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. INDEX COVER SHEET 1 GENERAL NOTES 2 DEMOLITION PLAN 3 SITE PLAN 4 GRADING & DRAINAGE PLAN I 5 UTILITY PLAN 6 ' GENERAL DETAILS I I 7 I. UTILITY DETAILS 8 LANDSCAPE PLAN 9 LANDSCAPE DETAILS 10 NOTE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA DEPAR1v1EN T OF TRANSPORTATION, ROADWAY AND TRAFFIC DESIGN STANDARDS AND THE CITY OF CLEARWATER CONSTRUCTION STANDARDS. SITE PLAN APPROVED CASE # Z.on CASE TYPE -- DRC DATE S- v_�._ CD8 DATE 7 SIGNATURE DATE _ ORIGINAL. RECEIVED y PLANNING DEPARTMENT CITY OF CLEARWATER cs ••ems•. -.�. CIO o'er-- ° J LLJ n QOVER SHEET KZA Proj No.: 317 -04 Owner Proj No.: NA Seale: SEE SHEETS Sheet No 1 of 10 ISSUE DATE:04.16.07 E 00 I g N N bli 3 0 L0 N d- C) O I n M 0 0 0 8 n C 0 U 2 0 0 0 c W o E 0 �Z w3 N � o GENERAL CONSTRUCTION NOTES 1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM /1929). 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. AT 1- 800 - 432 -4770. 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO ROADWAY BASE AND SURFACE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. B. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND /OR LATEST EDITION. 9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS, FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES. 13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT -OF -WAY ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHE'. EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR /SUBCONTRACTOR, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 16. CHAPTER 77 -153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON- SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL, THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER. THE FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. 2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER PIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CLASS, ETC. 3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. 4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. 5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND PREFERABLY THREE (3) PERMANENT POINTS. PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. 2. SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED. 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. CLEARING AND SITE PREPARATION NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4 TO 6 OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF - SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR /SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE CONTRACTOR'S /SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY, THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE EXERCISE CAUTION UTILITIES. THE CONTRACTOR /SUBCONTRACTOR SHALL WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE AND THE CONTRACTOR /SUBCONTRACTOR AND SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR /SUBCONTRACTOR BY THE VARIOUS -UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. PAVING AND GRADING NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 5. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE, 6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346, SHEETS 1 -7. 7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. B. CONTRACTOR IS TO PROVIDE EROSION CONTROL /SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND /OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND /OR AUTHORITIES. 9. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 10, THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE' SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. WATER SYSTEM NOTES 1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT. 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 INCHES AND A MAXIMUM OF 42" BELOW FINISHED GRADE. 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 6. CONTRACTOR TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 7. RESTRAINING JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 8. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES. 9. ALL UNDERGROUND -PVC SHALL BE DR14 (C -900). WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. SANITARY SEWER NOTES 1, A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 2. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE" COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. DRAINAGE SYSTEM CONSTRUCTION NOTES 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS ". 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C -76) WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE INCLUDED IN LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H -20 LOADINGS. 5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 6. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY. 8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 10. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER. 11. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS, AND SIDEWALKS WITHIN PUBLIC RIGHT -OF -WAY, AND ANY OUTFALL SYSTEM SHALL BE WRAPPED WITH MIRAFI 14 ON FILTER FABRIC OR EQUAL FABRIC TO BE A MIN. OF 30" IN WIDTH AND CENTERED ON PIPE. TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. SAFETY NOTES 1. DURING THE CONSTRUCTION AND /OR MAINTENANCE OF THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLI FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND W'r. "K'MEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND /OR ENFORCE SAFETY REGULATIONS. PLANS SHALL SUPERCEDE SPEC BOOKS IF A DISCREPANCY OCCURS CHECK PLANS AND CONTACT ENGINEER IN WRITING ISSUE DATE: 04.27.07 1i,i, ZCL - Imo- l IJ �; Z 1 3 ® �5 ^ o LOL tie c._ C z ILJ �U U: OQ ISSUE DATE: 04.27.07 1i,i, - Z Z 1 3 I tie ILJ U: OQ u J ILJ U ; - r,F, u Z u UJ 0 r, n Z ll..� .J z >� 0 A-+ o co Lo ,_ v� cn x C23 P-4 C\2 U Q C W di w � w W z 0 � a Q Z 0 � 6i � 0 U Z 0 0 w w x z V) N N Y Y m F- J U Z w w 00 � U O U U I- O F- orf w a a U w>1 V) U) w o U) lq- 0 O w c o Q Lri N O z rrW>- to -ozw titrrretrierc z a •�yVo i �f�i' L/ Y 8 twz rtirr.�a��� o w w ZF� SHEET 2 OF 10 ISSUE DATE: 04.27.07 TEMPORARY SILT FEN LOCATI 00 I g N a v, Co N Co M 0 N 0 Co 0 2 N C U 0 v d o E E Z z° ,c a � o 4e -8" SANETAR i `-:EWER SERVICE t SANITAR'r _1 r ) '41!•" r; ICK /` i �SE',NER SERVCE T - I' (_3' - �lCP j Jli. >E ,E, ER','k t ' CONTRAGTOR TO LEAVE / j /- SA NIT R1 J,'E1- ,:1= E K. INTACT`S7GNAL INDICATOR i ,' // G' POTr "-',E LI_ WA,TEF: - -E,,, , \:T,�kLf: WATER ..-,.Vlir:E •.SON TRACTOR TO ;, MOVE XISTi0- G\POWER POLE. & RHEAD \,ELEC. / '' •`\ \ \\ °�a,`�.•\� •\ ` \ \,(/ \ -8" POTABLE WATER SERVICE MLIrr � •� / ♦ SAW T EXISTING P MENT TIN , PARKINIG ON NO x X OF RAt \4ADA = 91' �3P x y \ x , AREA CURRENTLY UNDER COSNTRUCTION (BY OTHERS) \ ONTRACTOR TO REMOVE EXISTING OVERHANGE AND RECONSTRUCT PER ARCHITECTURAL PLANS ,f \ --j X \/ X X X1 jT X xt � _ X X � X 11 r% r ' 1 • / \ PARKING f-)M EAST 4L-k'A;WTA '-2 SPACES x i J � r / /i t i 1 1 X � X X X ' X � % X ►�_ X GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. LEGEND c TREE TO BE REMOVED X UTILITY TO BE REMOVED PAVEMENT, CURBING, LIGHTING, & SIDEWALK TO BE REMOVED PROJECT BOUNDARY SILT FENCE GENERAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENVIRONMENTAL TESTING REQUIRED PRIOR TO DEMOLITION. TREE REMOVAL 11 " PALM 11 " PALM 11 " PALM 11 " PALM 11" PALM 11" PALM 11" PALM 11" PALM 11" PALM 10" PALM 5" PALM 6" PALM 4" PALM 6" PALM 12" PALM 10" PALM 12" PALM 10" PALM 8" PALM 188" TOTAL PALMS Z_ }.- Z _ y AN- k ' r - - t _ ILI _ v = u � : = -__ 0— _ -1. R' -isk ub U In 11 r ir Jq Id IL.1 la _7 Z Z f z Id � O i� x O Cn H U � x � dam•+ W C\2 W � Q � Q H SPACING OF POSTS z TO BE 6 -10 FEET APART FILTER FABRIC W MATERIAL Ld y% Q z s F— ,14 1y1'�`:Fa FOR ADDITIONAL STRENGTH 0 FILTER FABRIC MATERIAL CAN a BE ATTACHED TO A 6 -INCH (MAX) MESH WIRE SCREEN WHICH HAS BACKFILLED TRENCH BEEN FASTENED TO THE POSTS N `1 J U 0 FILTER FABRIC cr Z MATERIAL SECURELY FASTENED TO THE ATTACHING TWO SILT FENCES u L) - w CC CL POSTS OR IF USED U � w a. THE HARE MESH F- a a > 0 W u uj w APPROXIMATELY 8 of w C1 INCHES OF FILTER N FABRIC MATERIAL PLACE THE END _ MUST EXTEND INTO POST THE A TRENCH AND BE SECOND D FENCE 0 O d O W INSIDE THE END ANCHORED WITH 00 r ' (0 F- POST OF THE COMPACTED N O O BACKFILL MATERIAL FIRST FENCE d U-) 6 N WOOD OR ROTATE BOTH N qt 0 STEEL POST POSTS AT LEAST Z 180 DEGREES IN x w > — Vf — O z N RUNOFF — A CLOCKWISE DIRECTION TO ~— CREATE A TIGHT z SEAL WITH THE ` m a ° FABRIC MATERIAL � ► ►►► ►tame, w-J� 10 INCHES // �\ DIRECTION OF RUNOFF WATERS ` r� ' '' a?'� ,� a; (MIN) %�� ` �� ` -;, .., r+��, APPROXIMATE DRIVE BOTH y s vp 4 -INCH BY — POSTS ABOUT 10 W 4 -INCH TRENCH GROUND I AND THE + W4 ; N rn z BURY FLAP o �'�`_ �J��.a • w ORIGINAL - `Y ' RECEIVED r 'w CITY OF CLEARWATER, FLORIDA � PUBLIC WORKS ADMINISTRATION SHEET' ENGINEERING " MA"M BY INSTALLING A FILTER 7 0 PI ANINING 2 BY FABRIC SILT FENCE INDEX N0. G. 3 Or 10 REV. DATE DESCRMON APP. DESIGNED BY 1 OF 3 ISSUE DATE:04.27.0i Q nn W rC W z p� O W H H W W w Q 1-4 z 0 F a U O W F- Q z O W a c=n FILTER FABRIC cr Z MATERIAL SECURELY FASTENED TO THE ATTACHING TWO SILT FENCES u L) - w CC CL POSTS OR IF USED U � w a. THE HARE MESH F- a a > 0 W u uj w APPROXIMATELY 8 of w C1 INCHES OF FILTER N FABRIC MATERIAL PLACE THE END _ MUST EXTEND INTO POST THE A TRENCH AND BE SECOND D FENCE 0 O d O W INSIDE THE END ANCHORED WITH 00 r ' (0 F- POST OF THE COMPACTED N O O BACKFILL MATERIAL FIRST FENCE d U-) 6 N WOOD OR ROTATE BOTH N qt 0 STEEL POST POSTS AT LEAST Z 180 DEGREES IN x w > — Vf — O z N RUNOFF — A CLOCKWISE DIRECTION TO ~— CREATE A TIGHT z SEAL WITH THE ` m a ° FABRIC MATERIAL � ► ►►► ►tame, w-J� 10 INCHES // �\ DIRECTION OF RUNOFF WATERS ` r� ' '' a?'� ,� a; (MIN) %�� ` �� ` -;, .., r+��, APPROXIMATE DRIVE BOTH y s vp 4 -INCH BY — POSTS ABOUT 10 W 4 -INCH TRENCH GROUND I AND THE + W4 ; N rn z BURY FLAP o �'�`_ �J��.a • w ORIGINAL - `Y ' RECEIVED r 'w CITY OF CLEARWATER, FLORIDA � PUBLIC WORKS ADMINISTRATION SHEET' ENGINEERING " MA"M BY INSTALLING A FILTER 7 0 PI ANINING 2 BY FABRIC SILT FENCE INDEX N0. G. 3 Or 10 REV. DATE DESCRMON APP. DESIGNED BY 1 OF 3 ISSUE DATE:04.27.0i / � � Ld � 8E a�@ r= � =o CURB TRANSITION 7 CONIC:, SIDEWALK SURFACE REPLACEMENT LEGEND EXISTING ARCHITECTURAL PAVEMENT PROPOSED ASPHALT PAVEMENT EXISTING PAVEMENT TO BE RESURFACED INTERIOR OPEN SPACE . 6" WIDE RIBBON CURB DUMPSTER STAGING AREA EXISTING 4' CONC. WALK TO REMAIN � ``|` ` REPLACE AN DURING THE CON ON PROCESS) Z . ARCH. PLANS FOR ` - ( � ~^.' -CONSTRUCT H.C. R�MP � ,-PER ��.`_`| N_�� `* �- GRAPHIC SCALE 30 0 15 30 6D 00 FEET GENERAL NOTES: 1. ENGINEER/LANDSCAPE ARCHITECT: KEITH ZAYAO&= ASSOCIATES, |NC. 701 ENTERPRISE ROAD E, SUITE 4 U4 SAFETY HARBOR FL 34885 (727) 793-9888 Bus ---._ - k//-/) /vo-vouu rux 2. SITE ADDRESS: 521 SOUTH GULFVEVY BLVD CLEARWATER, FL PARCEL |D: 17/29/15/00000/220/0200 ZONING: "T" 3. PRESENT USE HOTEL 4. PROPOSED USE: RESIDENTIAL HOTEL ` ^ 5. TOTAL SITE AREA: 212'148.00 SF 4.87 AC l/vo Ile O. TOTAL BLDG AREA: 365,582 SF 7. SETBACKS: REQUIRED PROPOSED 1O-15' FRONT 15.00' BLDG. 3.52' PAVEMENT MIN 0-10/ SIDE 12.00 BLDG. 3.22' PAVEMENT MIN All W/ TRUNCATED DOMES 10-20' REAR 28.66' BLDG. %SIG STOP BAR IN/ 19.88' PAVEMENT k4|N �11)Rl-1 STOP SIGN �,STOP BAR 8. ALLOWABLE MAX HEIGHT TO BFE 35-100' FT PROPOSED BLDG. HEIGHT T0 BFE 128` (NORTH) 100' (SOUTH) PROPOSED ARCHITECTURAL NT CONFERENCE CENTER PROPOSED BLDG. HEIGHT CURB MATbH -7" FROM BFE TO ROOF DECK: 15' 8. SOLID WASTE WILL BE LOCATED IN AN ENCLOSED COMPACTOR 10. LIGHTING WITHIN PROJECT BOUNDARIES WILL BE SUBMITTED AS PART RFRONT VISIBILITY lot OF FINAL BUILDING PLAN PACKAGE 11. ALL DISTURBED GRASSED AREAS WITHIN RIGHT-OF-WAY SHALL BE SODDED. R§* ( ) 12. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB. `�� SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS -�� 13. REQUIRED PARKING TABULATION 7 /elf HOTEL PARKING: (188 ROOMS)/1 SPACE/ROOM) 110 <1 4 11 ~~ 189 SPACES /10 HC SPACES INCLUDED) TYP. EXIST. C0ND0M|N|UN; PARKING:- /77 UN|TS\(2 5PACES/UN|T) . � 1�4 SPACES /5 HC SPACES INCLUDED) � `� PUBLIC PAR�}N�� = O SPACES TOTAL .4f 0 WAVE RUNNERS: = O SPACES TOTAL `N* 71 PER CITY OF CLEARWATER STAR8UCKS RESTAURANT: = 15 SPACES TOTAL 7TRAFFIC PAINT 1,OOOSF OFFiCE� = 4 SPAC�S TOTAL TOTAL SPAC�� REQUIRED: = 362 SPACES TOTAL 14. A SEPARATE COMPREHENSIVE S|GNAGE PACKAGE WILL BE SUBMITTED. r ��, 15. OPEN SPACE AND RECREATION IMPACT FEES ARE DUE PRIOR TO ISSUANCE «. OF BU|LD|N6 PERMIT. REMOVE4%STING CU SIDEWALK TO INTACT ` ATU 16. UTILITY EASEMENTS ARE IDENTIFIED BY THE PROPERTY SURVEY 17. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON-SITE. /' / 18. THE SITE IS LOCATED WITHIN FLOOD ZONE (AE) ELEV. 10.00, 8c (VE) ELEV 13.00. � '. CO 19. CONTRACTOR SHALL REPAIR OR REPLACE METAL PLATE COVERS THAT CROSS THE sEA.WAu_ /m/aC/ ' / /' MATCH E»|y||mu ���'�k SOUTH QULFYlEVY BLVD. SIDEWALK ADJACENT TO THE SITE. ` �^ -__ ELEVATION ' 2O. A SEPARATE R-0-V PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE R-0-V ' OF ANY OF THE ADJACENT STREET(S) THAT ARE ASSIGNED TO THE CITY. SEE DON MELD NE -47S� |N ROOM �22O AT THE MUNICIPAL SERVICES BUILDING. /727\ 562 FENC E 0y ' WIDE GATE 12'x26' COMPACTOR ENCLOSURE 21. �)0!�8�l- PRO U9}SE}� ` - ` A. TOTAL SITE AREA: 212,148.00 SF 212,148.00 SF 10,00MIN O SF � ~ TRANSFERRED)30 UNITS/ACRE -» r '^~` B. TOTAL OPEN SPACE: 18' 2�.00 SF /8r59%� A 14,920.86 SF (7.03%) %, ) 289 OVERNIGHT 77 CONDOMINIUM UNITS (2 C. TOTAL UNITS: `� � 189 OVERNIGHT ACCOMMODATIONS 40 - �^'r~. ) �i ' ^' D. TOTAL BLDG PAD AREA: 28085.08 SF 84746.27 SF ' . . E. SIDEWALK /DECK AREA: 185.�3.DO � 112.�D.� � �.5J |�\ - � � F. TOTAL IMPERVIOUS AREA: 193.917.00 5F /0.91 |SR\ 187,22714 3F /0.92 |SR\ 0.9S0@MAXIMUM `+ ,. - �� A0�� 238 362 SPACES G. o' 381 PARKING SPACES ` H. �H|��R AREA: �4�� � (1O� �1�� � - MATCH B ELEVA�ON ' � EXISTING POOL AND DECKING AREA ^^ RE�UN �r�` ���� ,�n i INTERIOR LAN .78%\ �S70JO SF (127.] �( - ---- - ' --- ` .'- `. =-""L`--_..` / {` ~ cz Cn 6 o ` ` Ncolr ' �r ~- PH 1 OW 'h`�`p ` `�` ~'��-. � � --�'���'��8 � / SEATING AREA IRE TRUCK TURNING TEMPLATE wj a al NAZ V11 smv 1, ggg TRUCK TURNING TEMPLATE SCALE: V=40' 11, , Nks%�,7,;3 WR §110117-111§ 11111110i r-ERN15R111. 41, 7. -if � � ' |+ COMPACTOR TURNING DETAIL SCALE: V=40' ILJ ILJ tj Co 6' SKIP 10' GAP TQW."UNES Al bROS_S�XLK FOR B. ARCHITECTURAL PAVEMENT INDEX #1734f),(TY,P.) (SEE ARCH. PLANS FOR DETAILS) (2)20'x2O' SIGHT VISIBILITY TRIANGLE (TYP.) 2) H.C. RAMP PER FDOT INDEX #304 STRAIGHT CURB (TYP.) X, 7- --jRUNCATED DOMES . 6" WIDE RIBBON CURB DUMPSTER STAGING AREA EXISTING 4' CONC. WALK TO REMAIN � ``|` ` REPLACE AN DURING THE CON ON PROCESS) Z . ARCH. PLANS FOR ` - ( � ~^.' -CONSTRUCT H.C. R�MP � ,-PER ��.`_`| N_�� `* �- GRAPHIC SCALE 30 0 15 30 6D 00 FEET GENERAL NOTES: 1. ENGINEER/LANDSCAPE ARCHITECT: KEITH ZAYAO&= ASSOCIATES, |NC. 701 ENTERPRISE ROAD E, SUITE 4 U4 SAFETY HARBOR FL 34885 (727) 793-9888 Bus ---._ - k//-/) /vo-vouu rux 2. SITE ADDRESS: 521 SOUTH GULFVEVY BLVD CLEARWATER, FL PARCEL |D: 17/29/15/00000/220/0200 ZONING: "T" 3. PRESENT USE HOTEL 4. PROPOSED USE: RESIDENTIAL HOTEL ` ^ 5. TOTAL SITE AREA: 212'148.00 SF 4.87 AC l/vo Ile O. TOTAL BLDG AREA: 365,582 SF 7. SETBACKS: REQUIRED PROPOSED 1O-15' FRONT 15.00' BLDG. 3.52' PAVEMENT MIN 0-10/ SIDE 12.00 BLDG. 3.22' PAVEMENT MIN All W/ TRUNCATED DOMES 10-20' REAR 28.66' BLDG. %SIG STOP BAR IN/ 19.88' PAVEMENT k4|N �11)Rl-1 STOP SIGN �,STOP BAR 8. ALLOWABLE MAX HEIGHT TO BFE 35-100' FT PROPOSED BLDG. HEIGHT T0 BFE 128` (NORTH) 100' (SOUTH) PROPOSED ARCHITECTURAL NT CONFERENCE CENTER PROPOSED BLDG. HEIGHT CURB MATbH -7" FROM BFE TO ROOF DECK: 15' 8. SOLID WASTE WILL BE LOCATED IN AN ENCLOSED COMPACTOR 10. LIGHTING WITHIN PROJECT BOUNDARIES WILL BE SUBMITTED AS PART RFRONT VISIBILITY lot OF FINAL BUILDING PLAN PACKAGE 11. ALL DISTURBED GRASSED AREAS WITHIN RIGHT-OF-WAY SHALL BE SODDED. R§* ( ) 12. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB. `�� SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS -�� 13. REQUIRED PARKING TABULATION 7 /elf HOTEL PARKING: (188 ROOMS)/1 SPACE/ROOM) 110 <1 4 11 ~~ 189 SPACES /10 HC SPACES INCLUDED) TYP. EXIST. C0ND0M|N|UN; PARKING:- /77 UN|TS\(2 5PACES/UN|T) . � 1�4 SPACES /5 HC SPACES INCLUDED) � `� PUBLIC PAR�}N�� = O SPACES TOTAL .4f 0 WAVE RUNNERS: = O SPACES TOTAL `N* 71 PER CITY OF CLEARWATER STAR8UCKS RESTAURANT: = 15 SPACES TOTAL 7TRAFFIC PAINT 1,OOOSF OFFiCE� = 4 SPAC�S TOTAL TOTAL SPAC�� REQUIRED: = 362 SPACES TOTAL 14. A SEPARATE COMPREHENSIVE S|GNAGE PACKAGE WILL BE SUBMITTED. r ��, 15. OPEN SPACE AND RECREATION IMPACT FEES ARE DUE PRIOR TO ISSUANCE «. OF BU|LD|N6 PERMIT. REMOVE4%STING CU SIDEWALK TO INTACT ` ATU 16. UTILITY EASEMENTS ARE IDENTIFIED BY THE PROPERTY SURVEY 17. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON-SITE. /' / 18. THE SITE IS LOCATED WITHIN FLOOD ZONE (AE) ELEV. 10.00, 8c (VE) ELEV 13.00. � '. CO 19. CONTRACTOR SHALL REPAIR OR REPLACE METAL PLATE COVERS THAT CROSS THE sEA.WAu_ /m/aC/ ' / /' MATCH E»|y||mu ���'�k SOUTH QULFYlEVY BLVD. SIDEWALK ADJACENT TO THE SITE. ` �^ -__ ELEVATION ' 2O. A SEPARATE R-0-V PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE R-0-V ' OF ANY OF THE ADJACENT STREET(S) THAT ARE ASSIGNED TO THE CITY. SEE DON MELD NE -47S� |N ROOM �22O AT THE MUNICIPAL SERVICES BUILDING. /727\ 562 FENC E 0y ' WIDE GATE 12'x26' COMPACTOR ENCLOSURE 21. �)0!�8�l- PRO U9}SE}� ` - ` A. TOTAL SITE AREA: 212,148.00 SF 212,148.00 SF 10,00MIN O SF � ~ TRANSFERRED)30 UNITS/ACRE -» r '^~` B. TOTAL OPEN SPACE: 18' 2�.00 SF /8r59%� A 14,920.86 SF (7.03%) %, ) 289 OVERNIGHT 77 CONDOMINIUM UNITS (2 C. TOTAL UNITS: `� � 189 OVERNIGHT ACCOMMODATIONS 40 - �^'r~. ) �i ' ^' D. TOTAL BLDG PAD AREA: 28085.08 SF 84746.27 SF ' . . E. SIDEWALK /DECK AREA: 185.�3.DO � 112.�D.� � �.5J |�\ - � � F. TOTAL IMPERVIOUS AREA: 193.917.00 5F /0.91 |SR\ 187,22714 3F /0.92 |SR\ 0.9S0@MAXIMUM `+ ,. - �� A0�� 238 362 SPACES G. o' 381 PARKING SPACES ` H. �H|��R AREA: �4�� � (1O� �1�� � - MATCH B ELEVA�ON ' � EXISTING POOL AND DECKING AREA ^^ RE�UN �r�` ���� ,�n i INTERIOR LAN .78%\ �S70JO SF (127.] �( - ---- - ' --- ` .'- `. =-""L`--_..` / {` ~ cz Cn 6 o ` ` Ncolr ' �r ~- PH 1 OW 'h`�`p ` `�` ~'��-. � � --�'���'��8 � / SEATING AREA IRE TRUCK TURNING TEMPLATE wj a al NAZ V11 smv 1, ggg TRUCK TURNING TEMPLATE SCALE: V=40' 11, , Nks%�,7,;3 WR §110117-111§ 11111110i r-ERN15R111. 41, 7. -if � � ' |+ COMPACTOR TURNING DETAIL SCALE: V=40' ILJ ILJ tj Co M|����������������MU��)- ������������������� oo oa of Ir- of [if oxf m CD (N nj t, In, (ol Itritte <0 wx kj r _-~.~.^ . RECOVD SHEIT PLANNING DEPARTI'viENT CITY OF CLEARVJATF9 OF 10 ISSUE DATE:04.27.0-i ~~ ' ' Fr. r� c­' +� Ul ' F M|����������������MU��)- ������������������� oo oa of Ir- of [if oxf m CD (N nj t, In, (ol Itritte <0 wx kj r _-~.~.^ . RECOVD SHEIT PLANNING DEPARTI'viENT CITY OF CLEARVJATF9 OF 10 ISSUE DATE:04.27.0-i E CA 8 N N ;i v 0 n q U _ o laJ S E vZ z� st e �o SURFACE REPLACEMENT LEGEND LEGEND BLUE BNCIOOROUND,• TYPICAL EXISTING ARCHITECTURAL PAVEMENT RADIUS & LET BORDER t tFtTETSs k- I t -r -r -- PROPOSED ASPHALT PAVEMENT PROPOSED CURB & GUTTER BLACK BDRDER PROJECT BOUNDARY EXISTING PAVEMENT TO BE RESURFACED w- X ct ALL LETTERS 0 0 0 0 0 0 �p �p O O O w INTERIOR OPEN SPACE 6' , §KIP 10' GAP" `'TI�W -1 ES `'v's >•E � i PEAR FDOT INR 3 CURB TRANITIC��J, r Op RadSl( ALK FOR CURB R S PER F#SOT.'' ';,' 1 -`� c 96, �•, ARCHITECTURAL PAVEMENT (SEE ARCH. PLANS FOR DETAILS) INDEX #173 (7YP-4,''i• (2)20'x20' SIGHT VISIBILITY „A TRIANGLE (TYP.) y;, H.C. RAMP PER FDOT INDEX #304 V . TRUNCATED DOMES STRAIGHT CURB (TYP.) `,� `' " >c, :., � ,, � / 1, ci \•�•• r 3' CURB TRANSITION p�f } <> y, jc' y., i,• / 1- F: \ �7� �CONC,, SIDEWALK 6" WIDE RIBBON CURB r r /;;% o 6" THICK CONC. ' c ;t;i\ ,o , �., `•` �, • s , e • ' OU TAD TABLE., DUMPSTER STAGING AREA EXISTING 4' CONC. WALK ` ` �' TO REMAIN (CONTRACTOR TO \. �`� 10' NC. S WALK REPLACE ANY DAMAGED SIDEWALK �•, J`' ®` c,'' ' DURING THE CONSJ UCTION PROCESS) \ ARC TECTURAL PAVEM`ERT., �•,• (SEE ARCH. PLANS FOR D'ETkA S) ` !O• " ` ` ; \��\�` t .0 % "> (3)-OONSTRUCT,H.C.,, 4mp c. . ,; ✓. f '!v, ,. %` '' FF!/ PER FDOT, INDEX')#3d4.- , ��me � w a lit cow, wmX mm •DTkER AI SYMBOL � \� LEGEND BLUE BNCIOOROUND,• TYPICAL R RADIUS & LET BORDER t tFtTETSs 7$MFINE WHITE 61CIOMOUND PROPOSED CURB & GUTTER BLACK BDRDER PROJECT BOUNDARY & LETTERS WHITE BhzIOww" w- X ct ALL LETTERS 0 0 0 0 0 0 �p �p O O O w 1- SERIES m- I�OOOcOMCVo6 o66ai(o F- STANDND PRE-PRINTED I DFAMM PAWONIi SM ON T/!• TICK SMEET ALl1Lw1IIM GRAPHIC SCALE 30 0 15 30 80 ( tN FEET ) 1 inch = 30 ft. GENERAL NOTES: 1. ENGINEER /LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD E., SUITE 404 SAFETY HARBOR FL 34695 (727) 793 -9888 Bus �,� / Q FT `' `, ; ' y±/ TRUN'Ai1TD DOME•$\ ��� ��L (727) 793 -9855 Fax yplgSy •''`` EXIST. SIGN ���(TYP) ; 4,. 2. SITE ADDRESS: 521 SOUTH GULFVIEW BLVD oil, 9F �� �` LOCATION , t °° SOF F A �' F' l •:`:x' +..; �i', < CLEARWATER FL C-) �<� 't'F �plo �N pB9 ` "'`< • '` CRd ftlj< FOR _. °s � (2) S lF� R y ' "���'' ?'' �S�S R t�1 .PER PARCEL ID: 17/29/15/00000/220 /0200 BARS °s F�F rF) �� , �r >) �I� ,.` .• n � 7 4:6 f � < ,4 •� ZONING: 3. PRESENT USE HOTEL , \ 4. PROPOSED USE: RESIDENTIAL HOTEL `.J <)`'u,, ':;'�; ", `;V�•. ,,.' ,,' �,o .,.' ���P� ,B �, 5. TOTAL SITE AREA: 212,148.00 SF 4.87 AC 4 � � s ` " "L c� %. tiT /�., i // ,ocoyG�pB �� 6. TOTAL BLDG AREA: 365,562 SF ,; /' ^,� 7. SETBACKS: REQUIRED PROPOSED :!; ti 'S� yS Q ti 10 -15' FRONT 15.00' BLDG. =' 9 �L`1' ` .S sl Cti �•. '� R15� NOFq(�TFP 3.52 PAVEMENT MIN F3 X09 A- ;�. ��. , 0 -10' SIDE 12.00' BLDG. ' c A (2) H.C. RAMP PER -FQG INDEX r,.' 4 QF oo - `,Q'� W/ TRUNCATED DOMES ` ` ,• ` 3.22, PAVEMENT MIN ( 1- Co _u M NTEDSTOP `�' :, /�`' -; � �'•, 10 -20 REAR 28.66 BLDG. �i /i, .:' i v! MATCH EXIST. CURB 19 88 PAVEMENT MIN 'e SIG &STOP BAR (1)R1 -1 STOP SIGN & STOP BAR HEIGHT T BFE 35 -100 FT _ � ! ,,, ,z qF,c` tia '/ ''-,: •',�: �;,,, :;p,•• ,,,, �` 8. ALLOWABLE MAX EIG T 0 C ) lq /cq , TQ s,!.• / /:' ,,: :1; EXISTING PAVEMENT W/ c� r r r,, `�� PROPOSED BLDG. HEIGHT Sy Sy t-: /,/ /', /r ?9 es. PROPOSED ARCHITECTURAL Sl�ftf�AATMENT _ TO BFE 128 (NORTH) 100 (SOUTH) s % /; %'> > S Y l„ `'•s, r CONFERENCE CENTER PROPOSED BLDG. HEIGHT %� `i,' .� n _ ? ' <1,• `"� -_- y,,, A f•: ` s° r• MATetiii =l X18T. CURB 15' -7" %'� "' ;;,- -,, ,• `O. rEX1oTcMG PARKING J tJ0 •:,,,.,,,; ' •:v�f, .� FROM BFE TO ROOF DECK: x .SIDE O RAMADA - 9' 5 '� � /.,:;. :,', •,': R5 r: (2) C. `IaRMP PER FDOT INDEX #304 9. SOLID WASTE WILL BE LOCATED IN AN ENCLOSED COMPACTOR < , % r, ,yh + . , W /UI�Cd ?E DOMES 10. LIGHTING I BOUNDARIES WILL SUBMITTED PARKIN E _ ' `'�,-�. ';:;r .�'" ,, ••`�;- , `•ti^ ;�'• T WITHIN PROJECT BOU , 9 ;, '� ; <:. c °.. • BE AS PART RFRpNT VISIBILITY t - >,��,A'� '!+'' f ti i ?`Kl F,y �� OF FINAL BUILDING PLAN PACKAGE 1 &1,ONLY SOD �,, ., `' '" F";> i;rli RKIrt �N wL r T !" F `r' '1�Yo 11. ALL DISTURBED GRASSED AREAS WITHIN RIGHT -OF -WAY SHALL BE SODDED. IIT'W ARE�' ^(TYP) `r , h' ' °D °.= C 'r t� �'96 y t o ,:, o pp ( '' 12. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB I^,,. 6,C B d7 RZ /) �J r,. A, �'.• /O COiy �'f� \'�.. C(,•�'vi' +'C.' ' • � 1� y ° \x/ ss Co ­r,; ��,,O 'sa = ` s 6' -keOLUM1%1o*L0CATIoN , Q> t ccF F ' '' & � ATERFALL - �- Oe( � r .. T /c CONTRACTOR SHALL LEAVE Y''s StA -WALL INTACT EXISTING POOL /AND DECKING AREA FTS9c ti c'�', `/ti TRUCK TURNING TEMPLATE SCALE: V=40' ® � ,;,; •, �• .,�,,�,�Gy: �, ,�o�� �• o ,T__ - SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS '��•,; _ ,��`` 13. REQUIRED PARKING TABULATION R 5 F� F��s \ \\ ✓` `�` (189 ROOMS)(1 SPACE /ROOM) q -F >- 9 , � HOTEL PARKING: ' `�ocGTr' cROSSwAL = 189 SPACES 10 HC SPACES INCLUDED TYP. EXIST. ?' '`°' ' f; �` %'; o F,Q J WR ( ) COLUMN s• ; ;•,'' U, 9% CURB RAMPS PER FDOT ;... ry %5 %%; LOCATION `b ,;,; INDEX #17346 (TYP.) CONDOMINIUM' PARKING:- (77 UNITS)(2 SPACES /UNIT) 4' CONC. SIDEWALK,-,4- < ® � ' `�:� I � _' '� 154 SPACE 5 C �___ .�, S ( H SPACES INCLUDED) `' / - (T;� =) >. AP SIGN PUBLIC PARKING: - 0 SPACES TOTAL 7� - F' ��'� - c�` & `S BAR (TYP.) _ S' n.' 6 WAVE RU' 0 SPACES TOTAL \� (4) CONSTRUCT H.C. RAMP � I 7' �L ��,y< \� ,,` Yy +• f ' PER CITY OF,PLF��WATER S, U. � ; STARBUCKS RESTAURANT: 15 SPACES TOTAL STANDARD DETAIL #1P ITYP ) /TRAFFIC PAINT i • �J 7 S Y H.C. STALL �_, �CITY �: - �Fq qA ,� ��,f °� �� ,)pl, ,l, o 1,000SF OFFICE. - 4 SPACES TOTAL OF CLEARWATER `Q�,TAILS TOTAL SPACES REQUIRED: 362 SPACES TOTAL (1) CONSTRUCT H.C. RAMP "MA'CCH EXISTING � 1� �.. \. iyo,`rz °, s>`,� r 14. A SEPARATE' COMPREHENSIVE SIGNAGE PACKAGE WILL BE SUBMITTED. PER CITY OF CLEARWATER p F c CURQ ; ELEVATION , . STANDARD DETAIL #109 (TYP.) s b f. ;�?• '•� tio;' s�, 15. OPEN SPACE AND RECREATION IMPACT FEES ARE DUE PRIOR TO ISSUANCE �;�• REMOVE ISTING CURB �' �' ``s ` "�%` % `:'a' `�,� OF BUILDING: PERMIT. ,.'✓ : i , ,., ter, . . •I> . � "� %�� rr � <. ` \� tIJ. , 4' ( -'" SIDEWALK TO REirl#[J INTACT �� `�I �\ !/ -� y 16. UTILITY EASEMENTS ARE IDENTIFIED BY THE PROPERTY SURVEY h > " =ii/ 17. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON -SITE. � ��:, 7�Q�11P_MENT SHELI�R r ` ' •.:�� „� EXTRUDED CURB (TYP.)'�'1.,��' ) -' Y/ 18. THE SITE IS LOCATED WITHIN FLOOD ZONE (AE) ELEV. 10.00, & (VE) ELEV 13.00. 19. CONTRACTOR SHALL REPAIR OR REPLACE METAL PLATE COVERS THAT CROSS THE V,/, � ^�� r ; MATCH EXISTINGn?i) WALK ADJACENT TO THE SITE. t ;), SOUTH GULFVIEW BLVD. SIDE _1 I;, CURB ELEVATION ( '•;;; 1±XISTING PAVEMENT W/ v�;, 20. A SEPARATE R -O -W P QUIRED FOR ALL WORK WITHIN THE R -O -W ATOP COAT PAINT OF ANY OF THE ADJACENT STREET(S) THAT ARE ASSIGNED TO THE CITY. SEE DON MELONE 6' HIGH CHAINLINK - "�'`� (727) 562 -4798 IN ROOM #220 AT THE MUNICIPAL SERVICES BUILDING. � ��:; "'/ � FENCE W/ 4' WIDE GATE < )J° / , -> �:'<�, ,:• r, 1``x26' COMPACTOR ENCLOSURE 21. SI TE D AT A T AB LE: EXISTING: PROPOSED: R EQUIRED: 212148.00 SF 10 000 SF MIN A. TOTAL SITE AREA: 212,148.00 SF r B. TOTAL OPEN SPACE: 18, 231.00 SF 8.59 %) 14,920.86 SF (7.03 %) - �, %/ �•''��� t � ' �� q� ._ ^ ^,; ` , �,.•.:, J/ MATCH EXISTING CURB ELEVATION .` �;� '`' • �% % f `. �: /' ( 289 OVERNIGHT ACCOMMODATIONS 77 CONDOMINIUM UNITS (2 TRANSFERRED)30 UNITS /ACRE a' �. -j;,. � • r- C. TOTAL UNITS: 189 OVERNIGHT ACCOMMODATIONS 40 UNITS /ACRE 6' EXTRUDED CURB (TYP.) D. TOTAL BLDG PAD AREA: 28,065.00 SF 84,746.27 SF E. SIDEWALK /DECK/PAVED AREA: 165,852.00 SF 112,480.87 SF (0.53 ISR) - ,,, , r'' c� F. TOTAL IMPERVIOUS AREA: 193,917.00 SF (0.91 ISR) 197,227.14 SF (0.92 ISR) 0.95 ISR MAXIMUM E TRAFFIC PAINT ;;iii' ,C ;�� %,',i.i.t.f #` '; `,yt "l,�c ` s G. PARKING TABULATION: 238 381 PARKING SPACES 362 SPACES y,.'., F> ]'r.�n ''.'' > i l �'�?`9p, ` ''3 >� H. VEHICULAR AREA: 98,482.00 SF (1007.) 38,153.00 SF - ` CURB ELEVATION ( ) ( ) 4 578.36 SF 12� � :, :, I4�< c , RECONSTRUCT�� C. y ? I. INTERIOR LANDSCAPE AREA: 11,433.00 SF 5.3% 4,876.04 SF 12.78% ( � �- /�'� ► 1 �GII;C��,� �C��16��ICI!F�1:��1C��Cr���C��� � � . • ,� �• \� • ., '� �;. !' , ;.�'� ♦fit ` `'% CAR SIGNALIZED INTERSECTION DETAIL -0 c StDEWALK- 13.6" s' '10 \yC,c• OJ JET SKI B�ESS LOCATION ra n1 I V/ C��MJGH F%�E & GAM ,RP -r Z Z Z ____ _ r _ U Jl Id �z re LLJ -- -_ i 4r Ub Z Z k_ Id W -_ .4 �--T a� � o0 ao Cej a a Q o �o g) x Cks O E- O d w C\2 U Q � LEGEND (TYP) TYPICAL R RADIUS R/W RIGHT -OF -WAY PROPOSED CURB & GUTTER PROJECT BOUNDARY GENERAL NOTES: 1. ENGINEER /LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD E., SUITE 404 SAFETY HARBOR FL 34695 (727) 793 -9888 Bus �,� / Q FT `' `, ; ' y±/ TRUN'Ai1TD DOME•$\ ��� ��L (727) 793 -9855 Fax yplgSy •''`` EXIST. SIGN ���(TYP) ; 4,. 2. SITE ADDRESS: 521 SOUTH GULFVIEW BLVD oil, 9F �� �` LOCATION , t °° SOF F A �' F' l •:`:x' +..; �i', < CLEARWATER FL C-) �<� 't'F �plo �N pB9 ` "'`< • '` CRd ftlj< FOR _. °s � (2) S lF� R y ' "���'' ?'' �S�S R t�1 .PER PARCEL ID: 17/29/15/00000/220 /0200 BARS °s F�F rF) �� , �r >) �I� ,.` .• n � 7 4:6 f � < ,4 •� ZONING: 3. PRESENT USE HOTEL , \ 4. PROPOSED USE: RESIDENTIAL HOTEL `.J <)`'u,, ':;'�; ", `;V�•. ,,.' ,,' �,o .,.' ���P� ,B �, 5. TOTAL SITE AREA: 212,148.00 SF 4.87 AC 4 � � s ` " "L c� %. tiT /�., i // ,ocoyG�pB �� 6. TOTAL BLDG AREA: 365,562 SF ,; /' ^,� 7. SETBACKS: REQUIRED PROPOSED :!; ti 'S� yS Q ti 10 -15' FRONT 15.00' BLDG. =' 9 �L`1' ` .S sl Cti �•. '� R15� NOFq(�TFP 3.52 PAVEMENT MIN F3 X09 A- ;�. ��. , 0 -10' SIDE 12.00' BLDG. ' c A (2) H.C. RAMP PER -FQG INDEX r,.' 4 QF oo - `,Q'� W/ TRUNCATED DOMES ` ` ,• ` 3.22, PAVEMENT MIN ( 1- Co _u M NTEDSTOP `�' :, /�`' -; � �'•, 10 -20 REAR 28.66 BLDG. �i /i, .:' i v! MATCH EXIST. CURB 19 88 PAVEMENT MIN 'e SIG &STOP BAR (1)R1 -1 STOP SIGN & STOP BAR HEIGHT T BFE 35 -100 FT _ � ! ,,, ,z qF,c` tia '/ ''-,: •',�: �;,,, :;p,•• ,,,, �` 8. ALLOWABLE MAX EIG T 0 C ) lq /cq , TQ s,!.• / /:' ,,: :1; EXISTING PAVEMENT W/ c� r r r,, `�� PROPOSED BLDG. HEIGHT Sy Sy t-: /,/ /', /r ?9 es. PROPOSED ARCHITECTURAL Sl�ftf�AATMENT _ TO BFE 128 (NORTH) 100 (SOUTH) s % /; %'> > S Y l„ `'•s, r CONFERENCE CENTER PROPOSED BLDG. HEIGHT %� `i,' .� n _ ? ' <1,• `"� -_- y,,, A f•: ` s° r• MATetiii =l X18T. CURB 15' -7" %'� "' ;;,- -,, ,• `O. rEX1oTcMG PARKING J tJ0 •:,,,.,,,; ' •:v�f, .� FROM BFE TO ROOF DECK: x .SIDE O RAMADA - 9' 5 '� � /.,:;. :,', •,': R5 r: (2) C. `IaRMP PER FDOT INDEX #304 9. SOLID WASTE WILL BE LOCATED IN AN ENCLOSED COMPACTOR < , % r, ,yh + . , W /UI�Cd ?E DOMES 10. LIGHTING I BOUNDARIES WILL SUBMITTED PARKIN E _ ' `'�,-�. ';:;r .�'" ,, ••`�;- , `•ti^ ;�'• T WITHIN PROJECT BOU , 9 ;, '� ; <:. c °.. • BE AS PART RFRpNT VISIBILITY t - >,��,A'� '!+'' f ti i ?`Kl F,y �� OF FINAL BUILDING PLAN PACKAGE 1 &1,ONLY SOD �,, ., `' '" F";> i;rli RKIrt �N wL r T !" F `r' '1�Yo 11. ALL DISTURBED GRASSED AREAS WITHIN RIGHT -OF -WAY SHALL BE SODDED. IIT'W ARE�' ^(TYP) `r , h' ' °D °.= C 'r t� �'96 y t o ,:, o pp ( '' 12. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB I^,,. 6,C B d7 RZ /) �J r,. A, �'.• /O COiy �'f� \'�.. C(,•�'vi' +'C.' ' • � 1� y ° \x/ ss Co ­r,; ��,,O 'sa = ` s 6' -keOLUM1%1o*L0CATIoN , Q> t ccF F ' '' & � ATERFALL - �- Oe( � r .. T /c CONTRACTOR SHALL LEAVE Y''s StA -WALL INTACT EXISTING POOL /AND DECKING AREA FTS9c ti c'�', `/ti TRUCK TURNING TEMPLATE SCALE: V=40' ® � ,;,; •, �• .,�,,�,�Gy: �, ,�o�� �• o ,T__ - SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDITIONS '��•,; _ ,��`` 13. REQUIRED PARKING TABULATION R 5 F� F��s \ \\ ✓` `�` (189 ROOMS)(1 SPACE /ROOM) q -F >- 9 , � HOTEL PARKING: ' `�ocGTr' cROSSwAL = 189 SPACES 10 HC SPACES INCLUDED TYP. EXIST. ?' '`°' ' f; �` %'; o F,Q J WR ( ) COLUMN s• ; ;•,'' U, 9% CURB RAMPS PER FDOT ;... ry %5 %%; LOCATION `b ,;,; INDEX #17346 (TYP.) CONDOMINIUM' PARKING:- (77 UNITS)(2 SPACES /UNIT) 4' CONC. SIDEWALK,-,4- < ® � ' `�:� I � _' '� 154 SPACE 5 C �___ .�, S ( H SPACES INCLUDED) `' / - (T;� =) >. AP SIGN PUBLIC PARKING: - 0 SPACES TOTAL 7� - F' ��'� - c�` & `S BAR (TYP.) _ S' n.' 6 WAVE RU' 0 SPACES TOTAL \� (4) CONSTRUCT H.C. RAMP � I 7' �L ��,y< \� ,,` Yy +• f ' PER CITY OF,PLF��WATER S, U. � ; STARBUCKS RESTAURANT: 15 SPACES TOTAL STANDARD DETAIL #1P ITYP ) /TRAFFIC PAINT i • �J 7 S Y H.C. STALL �_, �CITY �: - �Fq qA ,� ��,f °� �� ,)pl, ,l, o 1,000SF OFFICE. - 4 SPACES TOTAL OF CLEARWATER `Q�,TAILS TOTAL SPACES REQUIRED: 362 SPACES TOTAL (1) CONSTRUCT H.C. RAMP "MA'CCH EXISTING � 1� �.. \. iyo,`rz °, s>`,� r 14. A SEPARATE' COMPREHENSIVE SIGNAGE PACKAGE WILL BE SUBMITTED. PER CITY OF CLEARWATER p F c CURQ ; ELEVATION , . STANDARD DETAIL #109 (TYP.) s b f. ;�?• '•� tio;' s�, 15. OPEN SPACE AND RECREATION IMPACT FEES ARE DUE PRIOR TO ISSUANCE �;�• REMOVE ISTING CURB �' �' ``s ` "�%` % `:'a' `�,� OF BUILDING: PERMIT. ,.'✓ : i , ,., ter, . . •I> . � "� %�� rr � <. ` \� tIJ. , 4' ( -'" SIDEWALK TO REirl#[J INTACT �� `�I �\ !/ -� y 16. UTILITY EASEMENTS ARE IDENTIFIED BY THE PROPERTY SURVEY h > " =ii/ 17. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON -SITE. � ��:, 7�Q�11P_MENT SHELI�R r ` ' •.:�� „� EXTRUDED CURB (TYP.)'�'1.,��' ) -' Y/ 18. THE SITE IS LOCATED WITHIN FLOOD ZONE (AE) ELEV. 10.00, & (VE) ELEV 13.00. 19. CONTRACTOR SHALL REPAIR OR REPLACE METAL PLATE COVERS THAT CROSS THE V,/, � ^�� r ; MATCH EXISTINGn?i) WALK ADJACENT TO THE SITE. t ;), SOUTH GULFVIEW BLVD. SIDE _1 I;, CURB ELEVATION ( '•;;; 1±XISTING PAVEMENT W/ v�;, 20. A SEPARATE R -O -W P QUIRED FOR ALL WORK WITHIN THE R -O -W ATOP COAT PAINT OF ANY OF THE ADJACENT STREET(S) THAT ARE ASSIGNED TO THE CITY. SEE DON MELONE 6' HIGH CHAINLINK - "�'`� (727) 562 -4798 IN ROOM #220 AT THE MUNICIPAL SERVICES BUILDING. � ��:; "'/ � FENCE W/ 4' WIDE GATE < )J° / , -> �:'<�, ,:• r, 1``x26' COMPACTOR ENCLOSURE 21. SI TE D AT A T AB LE: EXISTING: PROPOSED: R EQUIRED: 212148.00 SF 10 000 SF MIN A. TOTAL SITE AREA: 212,148.00 SF r B. TOTAL OPEN SPACE: 18, 231.00 SF 8.59 %) 14,920.86 SF (7.03 %) - �, %/ �•''��� t � ' �� q� ._ ^ ^,; ` , �,.•.:, J/ MATCH EXISTING CURB ELEVATION .` �;� '`' • �% % f `. �: /' ( 289 OVERNIGHT ACCOMMODATIONS 77 CONDOMINIUM UNITS (2 TRANSFERRED)30 UNITS /ACRE a' �. -j;,. � • r- C. TOTAL UNITS: 189 OVERNIGHT ACCOMMODATIONS 40 UNITS /ACRE 6' EXTRUDED CURB (TYP.) D. TOTAL BLDG PAD AREA: 28,065.00 SF 84,746.27 SF E. SIDEWALK /DECK/PAVED AREA: 165,852.00 SF 112,480.87 SF (0.53 ISR) - ,,, , r'' c� F. TOTAL IMPERVIOUS AREA: 193,917.00 SF (0.91 ISR) 197,227.14 SF (0.92 ISR) 0.95 ISR MAXIMUM E TRAFFIC PAINT ;;iii' ,C ;�� %,',i.i.t.f #` '; `,yt "l,�c ` s G. PARKING TABULATION: 238 381 PARKING SPACES 362 SPACES y,.'., F> ]'r.�n ''.'' > i l �'�?`9p, ` ''3 >� H. VEHICULAR AREA: 98,482.00 SF (1007.) 38,153.00 SF - ` CURB ELEVATION ( ) ( ) 4 578.36 SF 12� � :, :, I4�< c , RECONSTRUCT�� C. y ? I. INTERIOR LANDSCAPE AREA: 11,433.00 SF 5.3% 4,876.04 SF 12.78% ( � �- /�'� ► 1 �GII;C��,� �C��16��ICI!F�1:��1C��Cr���C��� � � . • ,� �• \� • ., '� �;. !' , ;.�'� ♦fit ` `'% CAR SIGNALIZED INTERSECTION DETAIL -0 c StDEWALK- 13.6" s' '10 \yC,c• OJ JET SKI B�ESS LOCATION ra n1 I V/ C��MJGH F%�E & GAM ,RP -r Z Z Z ____ _ r _ U Jl Id �z re LLJ -- -_ i 4r Ub Z Z k_ Id W -_ .4 �--T a� � o0 ao Cej a a Q o �o g) x Cks O E- O d w C\2 U Q � >_ 'm � LLJ Q Q LL. LLI 0 ZO W J���C� Caw O =1-I- F W W w W U U- -Ck� U U U U CL wC:: >X » >UwC>!Cc LL.I Ld LL.I LLJ w LL I LL LLJ LL I 0 Lij ww w wLLL.I O E-+ w- X ct 0 0 0 0 0 0 �p �p O O O w I�OOOcOMCVo6 o66ai(o F- - .- OOONr -�NOr Q A It 06 6 C\ _ :CV4066C� vi O r� � z (D r- 00 a) 0 - Q V) O Z E-4 � -I tl' 3 4Y•1 � M � W �)mi W W W ;; m H-I O 2 > 21. J7 U� SHE T -- PLANNING DENARTIViENT H z F z Li l a f- U U w Z W 0 O O W W a m IL >_ 'm COMPACTOR TURNING DETAIL CITY OFCLEARWATI"II 4 OF 10 SCALE: 1"=40' ISSUE DATE:04.27.0i � LLJ Q Q LL. LLI 0 ZO J���C� Caw O =1-I- F W W w W U U- -Ck� U U U U CL wC:: >X » >UwC>!Cc LL.I Ld LL.I LLJ w LL I LL LLJ LL I 0 Lij ww w wLLL.I O w- X ct 0 0 0 0 0 0 �p �p O O O w I�OOOcOMCVo6 o66ai(o F- - .- OOONr -�NOr Q It 06 6 C\ _ :CV4066C� vi O (D r- 00 a) 0 - Q V) O Z � -I tl' 3 4Y•1 � M � W �)mi a A = z ORIGINAL RECEIVED ;; m too 2 > 21. J7 SHE T -- PLANNING DENARTIViENT COMPACTOR TURNING DETAIL CITY OFCLEARWATI"II 4 OF 10 SCALE: 1"=40' ISSUE DATE:04.27.0i G 19 31 m O_8 !44 4 0 0 SZ E SURFACE REPLACEMENT LEGEND EXISTING ARCHITECTURAL PAVEMENT I PROPOSED ASPHALT PAVEMENT EXISTING PAVEMENT TO BE RESURFACED III INTERIOR OPEN SPACE X' •c 6' f K IP 10' G P TUW�E�S GRAPHIC SCALE m moot NO. lie 0 15 30 60 30 6R FDOT IN STMMW PRE-PA•M I I 000 DMABLED PAI•NO SM X, ON lAr Imm SHW /orl &SYMBOL AU1 • COM WAIX C', COIr- WALIC RAMP DONN BLUE BACKGROUND, IN FEET Q-) X41 BE BIND! In "a C, 1 inch = 30 ft. mw X^111 XPI, 04,-' �0_ wwm BACKWw" Z, o 3' TRA ��ITJQN, firm CURB BLACK MOM wwm RNAWROUND IRVM 11111 't 46 S� �"'A' L K F6 R' 1'� 4 y g 1. c. ARCHITECTURAL PAVEMENT ALL =05 CURB WAqPS PTR FbOT (SEE ARCH. PLANS FOR DETAILS) INDEX #173 �y. �Ql (2)20 x20 SIGHT VISIBILITY w WPE� TRIANGLE (TYP.)- "m wooff "01-7 2) H.C. RAMP PER FDOT INDEX #304 d1dhM TT' oo� STRAIGHT CURB (TYP.) TRUNCATED DOMES 0 oll 3' CURB TRANSITION 4 CONC. SIDEWALK 0,Q, MoS. F*W W OF Mw Lom 6" WIDE RIBBON CURB N D WH A SL9W PV,= WASH PQ, WIWI PO)2MTMY 1/2 MM 6" THICK CONC. /OU TABLi��'11, All DUMPSTER STAGING AREA 13! OF WW/SM S, L EXISTING 4' CONC. WALK 10 NC #�LK TO REMAIN (CONTRACTOR TO I REPLACE ANY DAMAGED SIDEWALK HANDICAPPED , STALL DETAIL DURING THE CONgt�UCTION PROCESS) GENERAL NOTES: ARC TECTURAL PAVE T, (SEE ARCH. PLANS FORD LS) CITY OF CLEARWATER. FLMDA 1. ENGINEER /LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. PLN= WORKS M%"TRA" Dm 1 701 ENTERPRISE ROAD E., SUITE 404 Mir P TIMM SHME SAFETY HARBOR FL 34695 (3-)`ONSTR6'CT,H.C,'�4 727) 793-9888 Bus PER FDOT INDEX')#30*p- og, WK RAN Oncmpm - - z MA WPLL I or v TRUNtW 'Pell TED DOMES I, R7) 793-9855 Fax TY 1�� /A 101z/ EXIST. SIGN 2. SITE ADDRESS: 521 SOUTH GULFVIEW BLVD c LOCATION , , I V/,, /' / , - CLEARWATER, FL *, ,P�44_ -1146, o CR jA FOR (2) 041 '94 % PARCEL ID: 17/29/15/00000/220/0200 RIJI P 6.4 "Top 'jLDYY3T��', 1­ 7,3,46 ZONING: 3. PRESENT USE HOTEL w (cryp.y r 4. PROPOSED USE: RESIDENTIAL HOTEL _3 - r­ A) (Y 1) li�l 5. TOTAL SITE AREA: 212,148.00 SF 4.87 AC J ell, • 6. TOTAL BLDG AREA: 365,562 SF Z. Wv ��.� c„ :,�? �' '< l % \ \` • \ �' ,:` o "p 7. SETBACKS: REQUIRED PROPOSED c� 10-15' FRONT 15,00' BLDG. # "bo oe/ &XI, /&0 `% 744 3.52' PAVEMENT MIN 0-10' SIDE 12.00' BLDG. (2) H.C. RAMP PE14-�OqTJNDEX #30k_, Q11,/F 4w 0 i 11Z 1 3.22' PAVEMENT MIN /y W/ TRUNCATED DOMES 10-20' REAR 28.66' BLDG. tK 11- COLD m mT17r)qT()p I I MATCH EXIST. J "3 D 19.88 p PAVEMENT MIN 14 STOP BAR e4 (1)R1-1 STOP SIGN STOP BAR 01) 8. ALLOWABLE MAX HEIGHT TO BFE 35-100' FT EXISTING PAVEMENT co PROPOSED BLDG. HEIGHT TO BFE 128' (NORTH) 100' (16 (SOUTH) " PROPOSED ARCHITECTURAL SURF TRWMENT po CONFERENCE CENTER PROPOSED BLDG. HEIGHT MATCH 1ST. CURB -71p 4% EXISTING PARKING N /LIP FROM BFE TO ROOF DECK: SIDE OF RAMADA ji, S 5�1 15# RV (2) 6 -WAMP PER FDOT INDEX #304 _yX W/ I&Uk� *-TED DOMES 9. SOLID WASTE WILL BE LOCATED IN AN ENCLOSED COMPACTOR 7 PARKIN E 10. LIGHTING WITHIN PROJECT BOUNDARIES WILL BE SUBMITTED AS PART 4�1_ RF40NT VISIBILITY OF FINAL BUILDING PLAN PACKAGE F WE T 4%L &/-,ONLY SOD 11. ALL DISTURBED GRASSED AREAS WITHIN RIGHT-OF-WAY SHALL BE SODDED. S ACES OTM* ARE; R2! UA,c� 12. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB, 6. ,,�,TYP) go -U�e _e 'y Ir _ e- c� SIDEWALK, A11D LANDSCAPING TO MATCH EXISTING CONDITIONS x", 13. REQUIRED PARKING TABULATION HOTEL PARKING: (189 ROOMS)(1 SPACE/ROOM) -0 "Zvv �K 7 189 SPACES (10 HC SPACES INCLUDED) � acs ;- \�,�\ ' s v �' \ � ,° t %J�: �1 CROSSWZ ,IQR TYP. EXIST. 'o 70 COLUMN-0 CURB RAMPS PER FDOT 4% CONDOMINIUM PARKING:- (77 UNITS)(2 SPACES/UNIT) LOCATION INDEX #17346 (TYP.) A) 154 SPACES (5 HC SPACES INCLUDED) 4 CONC. SIDEWALXt l r PUBLIC PARKING' 0 SPACES TOTAL P SIGN OSPACES TOTAL % o • 7A BAR' (TYP.) Ile (4) CONSTRUCT H.C. RAMP 7! - - 6 WAVE RUNNERS: PER CITY OF,IQLE,� 0 WATER STARBUC -RESTAURANT. 15 SPACES TOTAL LOCATIOk-_ V,�TYP.) , 0v STANDARD E KS --Q0LUM11% 13AFFIC PAINT 1 1,000SF OFFICE: 4 SPACES TOTAL STALL gERCITY 4'. ''Jo H.C. 4, (Typiv�N RWA OF CLEA TERf��TAILS C r TOTAL SPAC� 5 REQUIRED: 362 SPACES TOTAL ��rv/ Q/ (1 ) CONSTRUCT H.C. RAMP 14/0 ve TE'-COMPREHENSIVE SIGNAGE PACKAGE WILL BE SUBMITTED. WAfCH EXISTING 14. A SEPARATE Alt* PER CITY OF CLEARWATER z CUR�EVATION 0 S Q TANDARD DETAIL #109 (TYP.), cl, 15. OPEN SPACE AND RECREATION IMPACT FEES ARE DUE PRIOR TO ISSUANCE BUILDING, PERMIT. '70 TING CURB S OF B REMOVE4%WP CURB SIDEWALK TOR INTACT -,y 4 04� ATERFAU 40, 16. UTILITY EAS�,,MENTS' ARE IDENTIFIED BY THE PROPERTY SURVEY SHEL& 17. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON-SITE. :oEQUIPMENT U/ _17 S �LOCATED WITHIN FLOOD ZONE (AE) ELEV. 10.00, & (VE) ELEV 13.00. EXTRUDED CURB 18. THE SITE I ACTOR' SHALL REPAIR OR REPLACE METAL PLATE COVERS THAT CROSS THE CONTW.TOR SHALL LEAVE 19. CONTRACTOR' )O MATCH EXISTING SOUTH GULFYIEW BLVD. SIDEWALK ADJACENT TO THE SITE. _�tA._WALL INTACT CURB ELEVATION -O-W PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE R-O-W 20. A SEPARATE, R �XISTING PAVEMENT W/ y -,TOP COAT PAINT OF ANY OF THE ADJACENT STREET(S) THAT ARE ASSIGNED TO THE CITY. SEE DON MELONE 6' HIGH CHAINLINK - (727) 562-•798 IN ROOM #220 AT THE MUNICIPAL SERVICES BUILDING. % FENCE W1 4' WIDE GATE C) EXISTING: 7 12,x26' COMPACTOR ENCLOSURE 21. SITE DATA TABLE: PROPOSED: REQUIRED: A. TOTAL SITE AREA: 212,148.00 SF 10,000 SF MIN rj 212,148.00 SF C) Jit P7 B. TOTAL OPEN -SPACE: 0 18,231.00 SF (8.59%) 14,920.86 SF (7.03%) LLit MATCH EXISTING CURB ELEVATION U /0 189 OVERNIGHT ACCOMMODATIONS 40 UNITS/ACRE 289 OVERNIGHT ACCOMMODATIONS 77 CONDOMINIUM UNITS (2 TRANSFERRED)30 UNITS/ACRE C. TOTAL UNITS: 6" EXTRUDED CURB (TYP.) D. TOTAL BLDG PAD AREA 28,065.00 SF 84,746.27 SF 0/4 E. SIDEWALK/DECK/PAVED AREA: 165,852.00 SF 112,480.87 SF (0.53 ISR) . . . . . . . . . . . . . . . . . . TRAFFIC PAINT F. TOTAL IMPERVIOUS AREA: 193,917.00 SF (0.91 ISR) 197,227.14 SF (0.92 ISR) 0.95 ISR MAXIMUM G. PARKING TABULATION: 238 381 PARKING SPACES 362 SPACES CURB ELEVATION H. VEHICULAR AREA: 98,482.00 SF (1007.) 38,153.00 SF EXISTING POOL AND DECKING A Ab"p 791 REAJ tkb I III 1. INTERIOR LANA All RECONSTRUft,441 X' 4, !-74 c Ps FIRE TRUCK TURNING TEMPLATE gpl, ow'S/ 1110111 MA ERIK,` Pff- VIZ N "w, w 00.1-w-WINW, 41 1 V woo F IN, P, 7 N, 44 P I 10061 m to] V I I o Lea 1 :1 jTA 1 :1 N 9 to] 0L I W =1 IFTAI I I I I FmAl 4 1rA:4 DJ I k SCALE: V=40' SCALE: 1"=40' - ------ --- 8 Q) 7 C, 4 0 N 13-6 N o 0 ---,JET 1,51<1 ESS I LOCATION ,'P4% W f1WE & c, (2 GA1% A ►,Ai�Irh�; �I WIN !-78%) ' 4,578.36 SF (12%) ORIGINAL RECEIVED �" " 2 7 2 !,� 5 7 PLANNING DEPARTMENT COMPACTOR TURNING DETAIL CITY OF CLIEARWATFR SCALE: 1 " =40' I I :;-c :;z zz :Zc 1-11 = LL1 6 ;5 z LL. 0 0 � � W W W C - ) CL CL a- CL � L1j >: >: LL1 cL LLI LL1 Ld LLJ 0- LLJ Lu 0 C1. W a. m m w >; as V) LLI >: >: >: > LLI Uj LLI LLI Lr_ LLJ LLJ 2 0 0 0 (5 C5 o o 0 C) LLJ 6 Od 6 r-i c� 06 6 (6 F- 0 0 0 C'4 - 04 < 0 04 cV 4 Od O cV vi 4 e-1 r-1 ril 0 I d N1 Pol C5 o:w>__4n OZ(/) z j:i z f 3 ? p 8 Uj SHE 4) OF 10 z z Em-1 0 U) ., E-4 z 0 F_ Lij m z < 0 L;j F- W F- w I z F- w 0 Of 0- 0 Ir (L w X: (1) I I :;-c :;z zz :Zc 1-11 = LL1 6 ;5 z LL. 0 0 � � W W W C - ) CL CL a- CL � L1j >: >: LL1 cL LLI LL1 Ld LLJ 0- LLJ Lu 0 C1. W a. m m w >; as V) LLI >: >: >: > LLI Uj LLI LLI Lr_ LLJ LLJ 2 0 0 0 (5 C5 o o 0 C) LLJ 6 Od 6 r-i c� 06 6 (6 F- 0 0 0 C'4 - 04 < 0 04 cV 4 Od O cV vi 4 e-1 r-1 ril 0 I d N1 Pol C5 o:w>__4n OZ(/) z j:i z f 3 ? p 8 Uj SHE 4) OF 10 37X cG. ,Syt 5.40 88� 5.05X 570 Q)A,; 5 27-7 ,i 5.23 r 5.42 :�.j �� // ..•S. 5 ;,�, ; &62 �'4 /r 'G 5 c �_• n �, _ _ v � 145. QV� • •��• t�� r.. _its r r •r/ !OS 4; ,0 35 X TEMPORARY SILT FENCE /,1" fc ' i' ! 6, ;3 LOCATIONS 1 • F—Rup-01111115 IM-5 11 y :��IlC11 ' fi _�t �! .�li■ C .• ►. ►� 11C� 11 �� SIC tlr•- IC1I l IC ICIC�C111� 11�lips . %R ' Ira IC .0 G. • �II IC 1 •''���y�•� �C��ICICII�Ctl� ICI��I��tt��1 MIIC�'�Irt �� �•.�. 1IClC 11CICI�IIICIlICl11Q�INICICM �ct�1►�� t ICIIICIlttllil ►�11 ;1CII�CII11 #III lilts ILI 44 111 IIrIIteICM11CC�1,�� I��CGC.''!�I��IIEM�IIM�ICI� ���IIE�R - .I�ICN���ICICII i11C�:ITtl��l1. . E1Clt11�11ffiIC�I ilr t� tt IC tl glk,`41l Ct■ti � 11 � .IIlL.���1 -IIII �11�1�1C1t11 \, 5 )4*'\ E 00 i s N N L 7 3 v co 010 y0 _ V 0 A ` v M 8 o E 0 �Z � v � A n 1/ .S` j i i I It it 1 / I ' + � i i / o> 57 ;3x X5.5_. / , 4.�9 3.,7 383 �' • 1,' r°'� .� ^� 3.i ;;art,` �`•.., \ `., \` �` � �, ` \ \`` �' ` / 3.54 � �• �%V 3.61 ,, . .�� `,� 3.97 �. o, �� •< 390 \' 'x,4.63 4,73 1i1..09 515 4�1 "7,3 -,X 485 5213 e, x 51s S;.• rru�- —, „Cif 5 39 0 , � �:u C.` 4.91- 5, `'`\ - �U 4.14 \ 4.23 g!la,��Ii © .9;y:i \` NQ INS MINI r 11=1 ME 10001�1 • i) r • GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1- inch = 30 it. LEGEND TYP TYPICAL r4_770-01 PROPOSED GRADE J EXISTING GRADE ® + PROPOSED INLET TOP SILT FENCE A w a Q W i� V N E4 A i W � � g!la,��Ii © .9;y:i \` NQ INS MINI r 11=1 ME 10001�1 • i) r • GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1- inch = 30 it. PAVING, GRADING AND DRAINAGE NOTES: 1. SEE GENERAL NOTES SHEET AND DEMOLITION FOR EROSION AND SILTATION CONTROL ALONG WITH GENERAL NOTES. 2. SEE SITE PLAN /HORIZONTAL CONTROL SHEET FOR SITE DATA. 3. SEE-, BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK (TBM) LOCATIONS. 4. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS, 5. ACCORDING TO F.I.R.M COMMUNITY PANEL # 12103CO104G THE, SITE IS LOCATED IN FLOOD ZONES AE & VE (ELEV 12 THROUGH 16) 6. ~ALL - DISTURBED AREAS WITH IN R —O —W SHALL BE SODDED. EROSION CONTROL MEASURES NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE ` BARRGCADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D -4 AND 40D -40, F.A.C. INITIA'tl,ON OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.1 ' 9, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONStITUTING A SEPARATE OFFENSE. STORMWATER TREATMENT CALCULATIONS (1 /2 ")x(NEW CONSTRUCTION SITE AREA) (0.5/12 ")(1.24 AC) = (0.0517 AC FT) TREATMENT REQUIRED = 2,250.60 CU FT TREATMENT PROVIDED: (1600 SF VAULT)(2.0 FT FROM 4.50 TO 6.50) ='3.200.00 CU FT FROM 4.5 TO 6.5 ORIGINAL. RECEIVED 0 PAWING DEFARTivirNT CITY OF CLEARWATER LEGEND TYP TYPICAL r4_770-01 PROPOSED GRADE J EXISTING GRADE ® + PROPOSED INLET TOP SILT FENCE PAVING, GRADING AND DRAINAGE NOTES: 1. SEE GENERAL NOTES SHEET AND DEMOLITION FOR EROSION AND SILTATION CONTROL ALONG WITH GENERAL NOTES. 2. SEE SITE PLAN /HORIZONTAL CONTROL SHEET FOR SITE DATA. 3. SEE-, BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH MARK (TBM) LOCATIONS. 4. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS, 5. ACCORDING TO F.I.R.M COMMUNITY PANEL # 12103CO104G THE, SITE IS LOCATED IN FLOOD ZONES AE & VE (ELEV 12 THROUGH 16) 6. ~ALL - DISTURBED AREAS WITH IN R —O —W SHALL BE SODDED. EROSION CONTROL MEASURES NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE ` BARRGCADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D -4 AND 40D -40, F.A.C. INITIA'tl,ON OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION 373.1 ' 9, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONStITUTING A SEPARATE OFFENSE. STORMWATER TREATMENT CALCULATIONS (1 /2 ")x(NEW CONSTRUCTION SITE AREA) (0.5/12 ")(1.24 AC) = (0.0517 AC FT) TREATMENT REQUIRED = 2,250.60 CU FT TREATMENT PROVIDED: (1600 SF VAULT)(2.0 FT FROM 4.50 TO 6.50) ='3.200.00 CU FT FROM 4.5 TO 6.5 ORIGINAL. RECEIVED 0 PAWING DEFARTivirNT CITY OF CLEARWATER O C 0 N ON Q 4 uj O # CNq r ft p 10 ZU) del pf r� y h � , w %,.: � ♦.:fir 4tt•l,lct! oil cn SHEET 5 OF 10 ISSUE DATE:04.27.07 A A w a Q W d V N E4 A W � � U LLJ :D ww W 0 ui WWI z i— U Q Z W 0 0 W0 D EL EL a V) Y `1 Y >- U ww O 00 O C 0 N ON Q 4 uj O # CNq r ft p 10 ZU) del pf r� y h � , w %,.: � ♦.:fir 4tt•l,lct! oil cn SHEET 5 OF 10 ISSUE DATE:04.27.07 Q W d U LLJ :D ww W U) WWI D O C 0 N ON Q 4 uj O # CNq r ft p 10 ZU) del pf r� y h � , w %,.: � ♦.:fir 4tt•l,lct! oil cn SHEET 5 OF 10 ISSUE DATE:04.27.07 E v co co I n g N N L� vi 3 ri O LO O I n M QO I N O I O O I v C O N ppC _ _ V / O .D OO ti Z o rn z c � 3 � v � o E M N do C4 N N rn 3 0 C> O r� i 0 N O 00 0 g c U C - U 0 v W i o E 0 ai Z z So CONC. WALK 1 fHANDICAPPED SIGN SEE INDEX NO, 119 RAMP DOWN CONC. WALK SEE INDEX NE 0. 109 IDE(TTRAAFFIC BLUE E TRAFFIC STR PE(TYP CAL) WRITE TnA=ln wu1TE 6p. NOTE: All pavement markings to be thermoplastic. 2` (TYPICAL) 12' -0" 17' -0" PED STALL DETAIL CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDRAWN BY DATE A C TYPICAL SINGLE 5 ss CHECKED BY INDEX N0. DESIGNED BY HANDICAPPED STALL 118 Ll REV, DATE DESCRIPTION APP. M G 1 OF 2 HANDICAP 3,000 PSI CONC. ® 28 DAYS PROPOSED GRADE 6" PAVEMENT _� J I_I # 5 BAR CONTINUOUS �- COMPACTED EARTH 6" CONCRETE RIBBON CURB DETAIL N.T.S. 1' -0" WHITE BORDER & SYMBOL BLUE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND ALL LETTERS 1" SERIES "C" III- ( I I STANDARD PRE - PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM HOT DIPPED GALVANIZED TANDARD WEIGHT STEEL PIPE 3 "X2' -6" CONCRETE MASS. -1NISH TOP OF MASS LEVEL NITH A SLIGHT RAISED WASH >PPROXIMATELY 1/2" ABOVE _EVEL OF TURF /SOD. s., HANDICAPPED SIGN DETAIL 1 12/99 Updated Flns M.C. REV, DATE DESCRIPTION APP. OVER FLOW ELEV =6.50 SAND ELEV =4.50 MHT ELEV =2.50 CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION qD 9 NO. 1 OF 1 , �In RF sr2��2 �i OS Ifj �Gi��NS �;a� If "x" is less than 48" then the slope of the flared side shall not exceed 12:1. ISOMETRIC VIEW CURB DROP CURB TRANSITION CURB TRANSITION BACK OF SIDEV FLOW LINE ELEVATION A -A NOTES: 1. Ram are designed to the Uniform ps Federal Accessibility Standards to comply with the Americans with Disabilities Act. 2. Ramps Shall Have a Tactile Surface, Textured to a Depth Not Exceeding 1/8" by use of Tamp or roller In Conformance with Requirements of FDOT Roadway and Traffic Design Standards, Detail 304 Or Most Recent Modifications. BUILDING WALL STAINLESS STEEL HINGED LID GARAGE ELEV =8.0 STORMWATER VAULT DETAIL NTS Match Existing If Grass Planting or Other Existing Sidewalk Non-Walking Surface Grass Planting or Other Non - Walking Surface 4'/5' 6" 6" 6" Vertical Curb RAMP CURB in Transition �R tii Exist. Type I Curb Remove Back of Curb Flow Line if Existing RETURNED CURB RAMPS VALLEY GUTTER CURB CONC. RAMP Textured Surface a t d 0 4 a. a ' 12:1 MAX. SECTION B -B MODIFIED TYPE "C" INLET 8" PVC FILTER BLEND SAND UNIFORMITY COEFFICIENT = 2.8, PERMEABILITY = 4.82 FT /HR 6" 'PERF PVC CLEAN SAND FILL NOTES: 1. Single row of Strawbales or Silt Fence to be placed prior to the start of rough grading. 2. MAINTENANCE: All erosion and siltration control devices shall be checked regularly, especially after each rainfall and will be cleaned out and /or repaired as required. LAKE J ell Preassembled Silt Fence or Strowboles (optional) ADJACENT �} I PROPOSED HOME a FOOTPRINT PROPERTY LINE CITY STREET ADJACENT HOME Evenly spread straw from aproximately 4 -5 atrowbalea full width of R/W (usually 15 feet) CURB & GUTTER 4" .0, J 3 'e Q ° -OF A , -1 If PLAN VIEW Remove Curb if Existin Exist Conc Drive Max Slope 12*1" 1" 120 Max Slope 14" s:: ,, ;,: • 4" 1/2" Ex Joint 1 2" Ex Joint 6" TYPICAL DRIVEWAY CROSS SECTION U .5 OX 110 Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut $ or Remove entire Curb and Replace as Part of Sidewalk Romp. Modified and Valley Gutter Curbs join exist back of curb 1„ 1Ej Max Slope Textured Surface ` •`' ' ''' Remove to an �1/2" Expansion Joint even joint or sawcut SECTION A -A NOTES: 1. Provide tooled joints at distances matching the width. Also place expansion joints at driveways. 2. If some physical obstruction exists which prevents the placing of sidewalks as shown, contact the Engineering Division for alternate location. 3. Wooden and other spacers will not be permitted in sidewalks or driveways. 4. No coatings of any kind will be permitted on concrete sidewalks or driveways without specific approval of the City Engineer. 5, All concrete shall be 3000 psi min. O 2B days, with fiber mesh reinforcing. 6. Concrete surface to be light broom finish. 7. Concrete driveway construction shall be 6" thick w 6x6/10x10 welded wire mesh reinforcement. NORMALLY 48' I�.,�......,,.. .„...r MAXIMUM 50' TYPICAL SIDEWALK PLAN EQUAL TO SIDEWALK WIDTH (6' MAXIMUM) 1/2" BITUMINOUS STRIP BROOM FINISH j, ... ':r • '•i• •. i:' ; is ',y,�: �,��••; !'�•� '•`'� ; ' 17 EXPANSION JOINT STRUCK JOINT STRUCK JOINT NOTES: 1. SIDEWALKS SHALL HAVE TOOLED EDGES. 2. CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY. 3. EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB. 4. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" BITUMINOUS EXPANSION STRIP, AS SHOWN. CONCRETE SIDEWALK CONSTRUCTION DETAIL 2'x2' Stakes 2' in the ground Wire Tie Bales butted tightly together 4 `V o� STRAWBALE SILT BARRIER FLOW Silt Stop Post �i Backfill :•-0 •r: T Native •;r';, • �� °!;r•1;, �/ �i Soil l .•ti C .rtYyMi•e„e ^, • 7 i „t•r 1. �6, N. ... RECOMMENDED ; -a+d� ��K,•, :xy'•'.s:'+:: �: -�,: TOE -IN PREASSEMBLED SILT FENCE CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDPWD BY SINGLE FAMILY HOME 2/1B ee CHECKED BY EROSION CONTROL DETAIL INDEX NO. Mo TEMPORARY STRAWBALE REV. I DATE DESCRIPTION App, DESK�IED BY CCnI\ /GAIT OA001- 1 OF 1 NTS Back of Curb 4' Min Residential Street 1' City R/W R 5' Min Arterial Street 2' County R/W 1/4" per Foot 3000 psi conc 4" thick. Constr. 6" thick at driveways with 6x6 #10 welded wire mesh. See note 7. SECTION B -B 8. Ramps shall have a tactile surface, textured to a depth not exceeding 1/8" by use of tamp or roller in conformance with requirements of FDOT Roadway and Traffic Design Standards, Detail 304 or most recent modifications. VARIES 1/4 " / FT. MIN. EXPANSION JOINT iQ Q �Q u �� , • O ` Q`O iO' O ,O Q Q , p OQ• ,• o Q 0 Q • a;• Oe • , e • . e • 4 . •01 I 4" CONCRETE SIDEWALK (PORTLAND CEMENT CONCRETE, CLASS 1 W/ FIBERMESH) l7 Vii'':" z9E z �t fi,f � - r �'_ ` Ps U I - - 2F 3 UbQ :- _ �❑❑ - r I� -_- E__ 1 C : ILJ -0 l rte_ fIE; ll-,Iw � O U] 00 CO r� LO 1-4 UD O O � �o w C\2 U 1. SIDEWALK TO BE MINIMUM 4" THICK CONCRETE. (6" MINIMUM AT DRIVEWAYS) c, Q 12';' I 3. CONTRACTION JOINTS TO BE A MINIMUM OF 1 1/2" AND AT INTERVALS SPECIFIED BY FDOT. _� J I_I # 5 BAR CONTINUOUS �- COMPACTED EARTH 6" CONCRETE RIBBON CURB DETAIL N.T.S. 1' -0" WHITE BORDER & SYMBOL BLUE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND ALL LETTERS 1" SERIES "C" III- ( I I STANDARD PRE - PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEET ALUMINUM HOT DIPPED GALVANIZED TANDARD WEIGHT STEEL PIPE 3 "X2' -6" CONCRETE MASS. -1NISH TOP OF MASS LEVEL NITH A SLIGHT RAISED WASH >PPROXIMATELY 1/2" ABOVE _EVEL OF TURF /SOD. s., HANDICAPPED SIGN DETAIL 1 12/99 Updated Flns M.C. REV, DATE DESCRIPTION APP. OVER FLOW ELEV =6.50 SAND ELEV =4.50 MHT ELEV =2.50 CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION qD 9 NO. 1 OF 1 , �In RF sr2��2 �i OS Ifj �Gi��NS �;a� If "x" is less than 48" then the slope of the flared side shall not exceed 12:1. ISOMETRIC VIEW CURB DROP CURB TRANSITION CURB TRANSITION BACK OF SIDEV FLOW LINE ELEVATION A -A NOTES: 1. Ram are designed to the Uniform ps Federal Accessibility Standards to comply with the Americans with Disabilities Act. 2. Ramps Shall Have a Tactile Surface, Textured to a Depth Not Exceeding 1/8" by use of Tamp or roller In Conformance with Requirements of FDOT Roadway and Traffic Design Standards, Detail 304 Or Most Recent Modifications. BUILDING WALL STAINLESS STEEL HINGED LID GARAGE ELEV =8.0 STORMWATER VAULT DETAIL NTS Match Existing If Grass Planting or Other Existing Sidewalk Non-Walking Surface Grass Planting or Other Non - Walking Surface 4'/5' 6" 6" 6" Vertical Curb RAMP CURB in Transition �R tii Exist. Type I Curb Remove Back of Curb Flow Line if Existing RETURNED CURB RAMPS VALLEY GUTTER CURB CONC. RAMP Textured Surface a t d 0 4 a. a ' 12:1 MAX. SECTION B -B MODIFIED TYPE "C" INLET 8" PVC FILTER BLEND SAND UNIFORMITY COEFFICIENT = 2.8, PERMEABILITY = 4.82 FT /HR 6" 'PERF PVC CLEAN SAND FILL NOTES: 1. Single row of Strawbales or Silt Fence to be placed prior to the start of rough grading. 2. MAINTENANCE: All erosion and siltration control devices shall be checked regularly, especially after each rainfall and will be cleaned out and /or repaired as required. LAKE J ell Preassembled Silt Fence or Strowboles (optional) ADJACENT �} I PROPOSED HOME a FOOTPRINT PROPERTY LINE CITY STREET ADJACENT HOME Evenly spread straw from aproximately 4 -5 atrowbalea full width of R/W (usually 15 feet) CURB & GUTTER 4" .0, J 3 'e Q ° -OF A , -1 If PLAN VIEW Remove Curb if Existin Exist Conc Drive Max Slope 12*1" 1" 120 Max Slope 14" s:: ,, ;,: • 4" 1/2" Ex Joint 1 2" Ex Joint 6" TYPICAL DRIVEWAY CROSS SECTION U .5 OX 110 Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut $ or Remove entire Curb and Replace as Part of Sidewalk Romp. Modified and Valley Gutter Curbs join exist back of curb 1„ 1Ej Max Slope Textured Surface ` •`' ' ''' Remove to an �1/2" Expansion Joint even joint or sawcut SECTION A -A NOTES: 1. Provide tooled joints at distances matching the width. Also place expansion joints at driveways. 2. If some physical obstruction exists which prevents the placing of sidewalks as shown, contact the Engineering Division for alternate location. 3. Wooden and other spacers will not be permitted in sidewalks or driveways. 4. No coatings of any kind will be permitted on concrete sidewalks or driveways without specific approval of the City Engineer. 5, All concrete shall be 3000 psi min. O 2B days, with fiber mesh reinforcing. 6. Concrete surface to be light broom finish. 7. Concrete driveway construction shall be 6" thick w 6x6/10x10 welded wire mesh reinforcement. NORMALLY 48' I�.,�......,,.. .„...r MAXIMUM 50' TYPICAL SIDEWALK PLAN EQUAL TO SIDEWALK WIDTH (6' MAXIMUM) 1/2" BITUMINOUS STRIP BROOM FINISH j, ... ':r • '•i• •. i:' ; is ',y,�: �,��••; !'�•� '•`'� ; ' 17 EXPANSION JOINT STRUCK JOINT STRUCK JOINT NOTES: 1. SIDEWALKS SHALL HAVE TOOLED EDGES. 2. CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY. 3. EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB. 4. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" BITUMINOUS EXPANSION STRIP, AS SHOWN. CONCRETE SIDEWALK CONSTRUCTION DETAIL 2'x2' Stakes 2' in the ground Wire Tie Bales butted tightly together 4 `V o� STRAWBALE SILT BARRIER FLOW Silt Stop Post �i Backfill :•-0 •r: T Native •;r';, • �� °!;r•1;, �/ �i Soil l .•ti C .rtYyMi•e„e ^, • 7 i „t•r 1. �6, N. ... RECOMMENDED ; -a+d� ��K,•, :xy'•'.s:'+:: �: -�,: TOE -IN PREASSEMBLED SILT FENCE CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING REDPWD BY SINGLE FAMILY HOME 2/1B ee CHECKED BY EROSION CONTROL DETAIL INDEX NO. Mo TEMPORARY STRAWBALE REV. I DATE DESCRIPTION App, DESK�IED BY CCnI\ /GAIT OA001- 1 OF 1 NTS Back of Curb 4' Min Residential Street 1' City R/W R 5' Min Arterial Street 2' County R/W 1/4" per Foot 3000 psi conc 4" thick. Constr. 6" thick at driveways with 6x6 #10 welded wire mesh. See note 7. SECTION B -B 8. Ramps shall have a tactile surface, textured to a depth not exceeding 1/8" by use of tamp or roller in conformance with requirements of FDOT Roadway and Traffic Design Standards, Detail 304 or most recent modifications. VARIES 1/4 " / FT. MIN. EXPANSION JOINT iQ Q �Q u �� , • O ` Q`O iO' O ,O Q Q , p OQ• ,• o Q 0 Q • a;• Oe • , e • . e • 4 . •01 I 4" CONCRETE SIDEWALK (PORTLAND CEMENT CONCRETE, CLASS 1 W/ FIBERMESH) l7 Vii'':" z9E z �t fi,f � - r �'_ ` Ps U I - - 2F 3 UbQ :- _ �❑❑ - r I� -_- E__ 1 C : ILJ -0 l rte_ fIE; ll-,Iw � O U] 00 CO r� LO 1-4 UD O O � �o w C\2 U 4 LJ SIDEWALK TYPICAL SECTION z F U Z U NTS W 0 0 w CL V) Y Y Y m F_ 3: t/ 4" Drop at All Drives 1. SIDEWALK TO BE MINIMUM 4" THICK CONCRETE. (6" MINIMUM AT DRIVEWAYS) Q 2. SIDEWALK TO HAVE 1/2" RADIUS TOOLED EDGES. 3. CONTRACTION JOINTS TO BE A MINIMUM OF 1 1/2" AND AT INTERVALS SPECIFIED BY FDOT. w 4. EXPANSION JOINTS ARE REQUIRED BETWEEN SIDEWALKS AND CURBING, DRIVEWAYS AND ALL z O FIXED OBJECTS AND A T INTERVALS SPECIFIED BY FDOT. 0 o 5. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" X 6" BITUMINOUS EXPANSION Q W STRIP. 6. MINIMUM CROSS SLOPE 1/4" TO V -0 ", MAXIMUM 1/2" TO 1' -0 ", OR AS DIRECTED BY THE 1 -1/2 "R Wearing Surface Q ENGINEER. 7. AREA UNDER PROPOSED SIDEWALKS TO BE COMPACTED PER FDOT STANDARD E-I W SPECIFICATIONS 128 -9.2 N 8. DISTURBED AREAS TO BE SODDED AS DIRECTED BY THE ENGINEER UNLESS INDICATED OTHERWISE. W 9. SIDEWALK TO HAVE BROOM FINISH. w 10. CONCRETE SHALL BE CURED PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE W CONSTRUCTION, SECTION 520 -8 I-- J 0 4 LJ SIDEWALK TYPICAL SECTION z F U Z U NTS W 0 0 w CL V) Y Y Y m F_ 3: t/ 4" Drop at All Drives w z 0 o o F 4 LJ SIDEWALK TYPICAL SECTION z F U Z U NTS W 0 0 w CL V) Y Y Y m F_ 3: t/ 4" Drop at All Drives w 5„ 1 „ o o 1 -1/2 "R Wearing Surface io w I-- J 0 O (n C Lv > T__ Base cn IL DO O N 00 o o LLJ to Compacted. . . . 6,, 7„ • . . . Subgrade . . . . d Q 11) C� o NI ORIGINAL to MW >- -ozo z Z RECEIV _. STRAIGHT CURB ,,,1� �g1t111dfc PLANNING DEFART: . - CITY OF CLEARWATER •' 1'`N_„" C `` NOTES: • 1� JW CM 1G^ 1. There shall be a 1/2" seal joint between _.' = ••fj �;,5ot< back of curb and driveway. .:` ` ,� •, W �. 2. Concrete in curbs shall be 3000 psi, with >.,, •'•�,<m� fiber mesh reinforcing. ;•` > W rttl {it��1 H7)- L CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION SHEET FDg ENGINEERING Novto BY 2 91 TYPICAL CURB CROSS 1 4/9/02 Rev. Notes R.G. CHECKED BY INDEX N0. W.J.s. SECTIONS 101 OF 10 REV. DATE DESCRIPTKNJ App, DESI(;r1ED BY 1 OF 2 C ISSUE DATE:04.27.07 y'ry� Zs €_ _-__, - 1� Z _ `J J ;r _4 s U „ i °` 3L=- - (� U 1 _ U R", � lJ5 „y s I ui -____ oil IN W : I< r`1`rN r' > 1. o NOTES: CONCRETE MASONRY WALL CONSTRUCTION CID Pick Hole 1• WAS Materials, construction and quantity control of masonry shall be in accordance \ C w a.� New construction: maximum 6' -0' high and constructed of with Uniform Building Code (UBC), Chapter 24. General conditions and 1-1/4 •- " concrete block (8 "x8 "x16 "). Materials used should be consistent construction requirements shall be applied are specified In UBC, Section 2404 (f), 5/$" 9 5/8 --�I with those used in the construction of and architectural style of during grouted masonry work. Min. 4 Required the principal building. (Section 3 -802 Materials) 1. All reinforcing steel shall be deformed bare conforming to ASTM A -615, Cleanout Plug - CO b.) Existing: maximum 6' -0' high replacement materials can be Grade 60. Vertical reinforcement shall be placed In the center of the .--1 made of the some materials an long as they are made of masonry call, and shall be held in position at the top and bottom. Q` R W ,4 a � approved opaque material. 2. If a Blab dowel does not line -up with a vertical core, it shall not be eloped �/ ` a a Q LO more than one horizontal In six verticals 1.6). U S A N I T A R Y 2� FOOTINGS (' V ❑ ❑ (n 8 x16" concrete w /2- i continuous rebar Imbedded. 3. Horizontal wall reinforcement shall be standard truss type DUR -O -WALL (or l;n equivalent) at 16' o.c.. ❑ ❑ ❑ ❑ ❑ ❑ Q '�-+ 3.) CONCRETE SLAB Concrete Pad 4" 10 5/8" O O O Monolithic, min. 8' thickness w/fmbedded 6 "xe'/ 10x10 welded 4• Hollow Load- bearin Concrete Masonry Units shall be normal wei ht S E W E R ❑ Non Skid , " O U 3000 P.S.I. with fiber mesh rdnforcln g y 9 Thick x 1 -6 S 9 7/$„ Cl] wire fabric (W.W.F.), g• conforming to ASTM C -90, with a minimum compressive strength of 1,900 RING - HALF PLAN Required ❑ ❑ ❑ ❑ ❑ Pattern q E- With CONCRETE FILLED CELLS PSI. N ❑ ❑ Required E With 1 -/5 vertical rebar tied to footer steel at each comer and 5. Mortar shall bet e M or S, in accordance with ASTM C -270. Place all F L P type 6" or 8 "- 1/8 Bend -- � every V O.C. masonry In running bond with 3/8' mortar joints. Provide complete coverage O 36n e� O 5) GATES face shell mortar bedding, horizontal and vertical. °� " 23 Constructed of min. 1 -1/2' diameter galvanized tubular steel 6. Coarse grout shall conform to ASTM C -476, with a maximum aggregate size Plug t•7 � R-� O w /privacy -type clots Inserted In galvanized steel mesh fabric, of 3/6", 8' to 10' slump, and a minimum compressive strength of 2,500 PSI at M �� hinge- mounted on min. 3" diameter galvanized steel post. 28 days. 21 SOLID COVER (See Note) c-� (Gates and post constructed and installed per applicable building Machined Surface code by licensed fence contractor). 7. Minimum 3' X 3" clean -out holes (saw -cut) are required at the bottom course �° $" W of all calla to verify grout placement. Clean -outs shall be sealed after M N 6.) DROP PIN masonry Inspection - provided In accordance with ACI 531 -4.6, and before a 1/2" dla. concrete long metal rod gate latch. Provide 3/4" dla. hole grouting. � I--- 22 -3/4" -�i o " O sleeve, Into concrete for rods. In asphalt provide a 3/4" P.V.C. 8. Prior to grouting, the rout projections I I 13 1 /2 w Q, sleeve, 6" long, or equal. 9 9 9 space shall be clean, with no mortar ro ctbne O � S� °War Main .--i greater the H ", mortar droppinggs or other foreign material. All cells shall be in ° Q 7.) SOIL vertical alignment, and shall Boldly be filled with coarse grout as specified. 74 Sall bearing capacity to be at least 2500 P.S.F. 9. During placing, grout shall be minimum of 11 with flexible cable vibrator. First CLEAN 0 U T PLUG DETAIL- Minimum grout our shall be stopped a minimum of 1 - 1/2' below the top of the CLEAN 0 U T DETAIL middle bond beam masonry. RING - SECTION Machined Surface Wei ht 7" 232 lbs. N.T.S. Weight SOLID COVER SECTION 9 278 lbs. N.T.S. NOTE: Cleanout plug to be Minimum Weight 128 lbs. U.S. Foundry 7621 NOTES or equal. CITY OF CLEARWATER, FLORIDA 1. Where roadway base is 8" or thicker use 9" ring, CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION all other cases 7" ring is permissible. CITY OF CLEARWATER, FLORIDA a ENGINEERING g P ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT WAM ILA. °ejw 2. Man'ifacturers model of storm ring and cover to B YE aEaa:e INT be approved by City Engineer. °"° a t A STANDARD o7 s Q 1 4/9/02 Pev. Hoar. Rte T 0/25/96 D� wW Sm 2 a 3 ryas C Egan BY SANITARY SEWER No• a1F.Gan Rr CLEAN OUT INDEX DESRa� Br NOTES 7a, w.as �• DATE �'• PA - 3 ar 3 REV. DATE D�noN AM MANHOLE COVER W.J.S. r , res in eY t aF 2 may, DATE DIOD" ON ARM. APP�pyfp BY Sanitar 1 or 1 W C.J. Finish grade to allow R/W o 0 11-I Q 0.4' min., 1.0' max. o a ° ° fall from property I o 0 0 Flow -� 1-4 0 0 Tapped Flange Topped eel Flan e Qij F-I line to back of curb. � Brass Nipples 2" Backflow PP 9 Minimum 36" Behind Back Of Curb R Ball Valve -� (TW) f Preventer Ball Valve H - Or Edge of Pavement Top View 90' Brass Ell � I-R-I [-I g Approved Backflow 90' Brass Ell BYPASS DETAIL I--� 36 sidewalk 4' -8" Tie beam with PP * E-1 F--� 2 - #5 rebar continuous Ford Meter Flange Prevention Device (Flanged) Approved Backflow Preventer * r Qj v Resilient Seat Resilient Seat 12' Ford Angle Plate Strainer OS are Y Valve - clearance min. awing gate (typ.) Valve (Flanged) FIOW OS & Y Valve 6' die. Steel bollards Flanged \ clear out o conc. Filled (typ) �" Tee � � Flanged Tee J Flanged 90' Bend Q 10' -8" d �$ 1 -5 at 4' center O Flanged 9D' Bend g Double-Sweep ee " o c 6' drop pin O O c 0 0 0 o O Unlflange P ��. 30 -36 or as a (typ.) Brass Nipple �� Meter U W Directed by tht �" tin Meter z 12' (Flanged) O City Engineer Max clearance min. Grade de 00 14' y 12' �- D.I. Pipe w Q W 0� swing gate (typ.) 8" 6' 0 -0 ! 1 : CITY OWNED HOMEOWNER OWNED 4 Z3000*p.s.l. concrete slab with N Z O Q Z Min. fiber mesh reinforcing - 12 F- U Z ' AND MAINTAINED AND MAINTAINED 8'x 16" concrete footing monolithic, min 6" thickness, U Supports U w/ 2- j)5 rebar (typ.) w w H 6 "x6'/ 10x10 W.W.F. I �- �' 0 0 _ r 7) w 6" Service Lateral PLAN M.J. 90' Bend M.J. 90' Bend o_ o_ cn N•T•S• drop pin hole ELEVATION Flow � TYPICAL COMPOUND WATER METER SET (typ.) Main N•T•S, TYPICAL SINGLE DEVICE 1 1 /2" and 2" MODELS Y Y Y m ANY VARIANCE MUST HAVE WRITTEN NOTE: n.t.s, SECTION APPROVAL OF THE CITY ENGINEER. NOTE: 1. 0 S & Y Valve Handles will be Chained and Locked. Device must be Installed level. 2. Meter Sets will be Painted After Installation. CITY OF CLEARWATER, FLORIDA 3. Bypass Pipe & Fittings Shall be Threaded Brass. PUBLIC WORKS ADMINISTRATION CITY OF CLEARWATER. FLORIDA CITY OF CLEARWATER. FLORIDA ENGINEERING PUBLIC WORKS ADMINISTRATION * CITY OF CLEARWATER FLORIDA c17 ENGINEERING APPROVED R.P. DEVICES * APPROVED DOUBLE -CHECK VALVES PUBLIC WORKS ADMINISTRATION * APPROVED R.P. DEVICES * APPROVED DOUBLE -CHECK VALVES PUBLIC WORKS ADMINISTRATION f- E 2 3/04 RhWnd Per ut►na° R 0 . Ir STREET LATERAL A' DsArM BY DA ENGINEERING Herse Beeco Model 6CM Herse Beeco Model No. 2 ENGINEERING J z D D.Kin 10 17 02 EA e/J Hersey- •Beeco Model FRP II Hersey -Beeco Model FDC BY TYPICAL METER SETS W DA RCMVM trr DA U LEI � ca 0 CHECKED BY DETAIL ima No Watta Model 909 or 009 Watts Model 709 or 007 02 94 Ames 5000 SS Ames 2000 SS M TYPICAL COMPOUND 02 9 � Q N 7 /os ►aw D.C. as ieeo s/w r �p Pa. aEC�aO BY DU ENCLOSURE iNDOC Na �CM BY BACKFLOW PREVENTERS aw 701 Watts Model 909 or 009 Watts Model 709 or 007 aEa® er WATER METER SET LL W del nESaS. BY Conbraco 40200 Conbraco 40100 1 1/2- an 2 ODE O O J REY. DATE DESCPoPTIgI AF'P. 1 OF 3 IiV. DATE DESaIBPTIDN APP, DE9aP1E�D BY T aF 3 REV . DME DMCFWM �, DOMED BY 2 � 5 Conbraco 40200 Conbraco 40100 REV DA'IE ol�noN API+ DOMED � 90' RISE 3 Of 6 V U I R.S.F. H �O OZ s See Index No. 301 SERVICE CONNECTION DETAIL � N Varies P.V.C. PIPE RESTRAINT TYPICAL VALVE SETTING W� At Terminal Clay n Brick NOTES: THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS: W j a n. t. s. D W w Manhole „ 1. WATER MAINS TO BE ON NORTH or EAST SIDE OF R.O.W. APPROX. 4 FT. BACK OF CURB 1. BEND -INLET AND OUTLET C/) � > Q 1/2 CEment UNLESS OTHERWISE AUTHORIZED BY CITY ENGINEER. 2. TEE - OUTLET BRANCH in � _¢ Plaster 3. OFFSETS - INLET AND OUTLET 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE 4. CAPS 3 i m SHEET NO. 3). THESE SERVICES TO BE CONSISTENT WITHIN THE SUBDIVISION. DRIVEWAYS 5. PLUGS O 00 W Bottom Of SHALL NOT BE BUILT OVER METERS. 6. DEAD ENDS C) A o A r a Corbel 3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR 150 P.S.I.) 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS p Q N v °' UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLETION OF THE Adjustable o 8" ® TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES. Valve Box 2 Joint In 8 L Me alu Restrainer T " 4. TEN FT. SEPARATION REQUIRED BETWEEN PARALLEL WATER & SANITARY SEWER LINES. g g (�') C4 n Z � Pipe Entry 12 D °�' 5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS `- '° r; Typical a = 12' ?! REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE 'M W > - cn - o Z rn A CONNECTION TO A 4" MAIN IS 1 1/2" and LARGEST TO ANY MAIN IS 2 When Valve Occurs in Roadway, io > �' VWb 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS' TO BE NOT LESS THAN 36 ". set Base on 10- Common Brick. lr} o rr N o :A N o •,, 1ilrrrr:: W¢ 0 6 ":a Threaded Corporation Stop Curb Stop t yz ¢ a: P Ebba 1500 Series (Typ.) �� •m Square Bottom ' ' F MUELLER H15008 ` �'� o q a: ::::::::; ::::: ' W f MUELLER H14350 with Lock Win and ° • �• < :: • : ► ::::d ::: ::e or approved equal Compression inlet or approved equal �'I"` r )p�,�� o Permitted PP q g o ` 1' •' � �" .--• � . PLAN (Tap at 45' Angle) ORIGINAL.' SECTION A -A ON ALL TEES, A MININUM OF 5' SHALL BE Crown of drop pipe RECEIVE[ RESTRAINED ON EACH RUN LEG oo ¢. shall match crown Saddle if Required L = MINIMUM LENGTH TO BE , + T`' ��� _ A C D E F G of outfall pipe for See Note 5 RESTRAINED ON EACH SIDE OF FITTING (ft.) Water Main ,• k , "�;, -�'� -•W, 2 n " FIGURES BASED ON 30' DEPTH BURY, 150 PSI TEST PRESSURE. y Shallow 0'- 4 2 -6 4 Max 3 -6 24 Max 8 3 at 12 E.W, outfall pipes of 10" `: Water Service Tubing 8' PVC MAXIMUM SIZE USED IN SYSTEM Mech. Joint Valve �c O r , r n r r " n ^ or larger. ARR 27 2007 i Standard 4.1 - 6 3 -6 6 Max 4 30 Max 8 5 at 10 E.W. NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE .W 0 , , r n , , , „ n " Driscopipe 5100 or Endot /Yardley BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT Restraining Joint PLANNING DEPARTMENT �;• o! Dee 6.1 - 10 3 -6 7 10 4 36 Max 12 5 at 10 E.W. `. rtl� ✓� E! " ^ ^ Saddle shall have double X, Blue Jet, SDR 9, 3408 .Polyethylene BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500 ±'� ' "' .r �` k`I; Dee 10.1 - 14 3 -6 7 14 5 36 Max 12 5 at 10 E.W. ; NOM. ELBOWS (deg.) VALVE CITY OF CLEARWATER �. 41 ', % ,� Ril (n; ' ; i stainless steel straps PIPE TEES DEAD RESTRAINERS. rl rl e 4 t i t ��, o W w �` with epoxy coated SIZE 11.25 22.50 45 g0 BRANCH END Z, i 1. All concrete to be 3000 s.i. with fiber mesh 3 ai reinforcing. P• CITY OF CLEARWATER, FLORIDA ductile iron body. ITY of CLEARWATER. FLORIDA CITY of CLEARWATER FLORIDA SHEET 4 2 4 9 21 28 46 CITY OF CLEARWATER FLORIDA ° 0 2. P.V.C. pipe entry requires manhole adapter coupling ENGINEERING DEPARTMENT y Water Main PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATION PUBLIC WORKS ADMINISTRATION S z by Flo Control Inc., n or approved water stop coupling. ENGINEERING 6 3 6 12 29 47 65 ENGINEERING E 0, 3. Manholes shall have a water proof Bituminous Coating ® 7/2e/O6 R""0"d erbk uN ow BRICK MASONRY s AlE NEDRA BY AlE ENGINEERING TYPICAL VALVE 0 D 5 9 B,v. • 0171'5/92 8 4 8 16 38 66 85 B•v.o sss aEaaaBY SETTING ,Nu�, OF O Z .� on the exterior &Interior. Koppers bitumastic black R 4 oEaaD BY MANHOLE DETAIL N0 12/� �oA�em� aqi cRlErxm m W TER AIN SERVICE RN BY THRUST CROSS-SEC ON PP WE O Notw RP IyaS RESTRAINING solution 300M, or Proco EP -214. SANITARY SEWER pEawEO eY REV DALE tlF5giP11aN APP 1 OF 4 H. o REV DATE oRSCRBPnaH App, DESatn By CONNECTION DIET IL OUTSIDE DROP 1 of 3 F' DATE D Pte '• 1 OF 3 REV. DATE DOCIRPtIDN APP. Dim DY i Dr 2 DrsRaHm BY O.C. O.C. ISSUE DATE:04.27.07 N M ao I o N N 3 v 0 N 0 O i 0 O I 0 0 O U c ' -v - v v W o E z° Z ,E- 3 N E � 0 (2)20'x20' SIGHT VISIBILITY TRIANGLE (TYP.) 5 05X 5.79 5 27 5 81 5.23 5 32 5,42 \� ,ti �J VS 599A 105 % < i WR ; • � l rrr , < e�• ' 6.35 ;C X 6 t'8 %r it 20 6 QV Quercus Virginaia, Live Oak, 4" D.B.H. (12' HT.) ` WR VA.L �. ;: TREE REM 0 e v 45 WR Washington Robusta, Mexican Washington Palm, 10' -12' C.T.H. 208" TOTAL em"k C. r 11" � `2Q: ONT VISIBILITY ;WATERF1F TR;IAN &!;.ONLY SOD PALM %WfTMW AREx�,TYP) 523 RI Raphiolepis Indica, India Hawthorn, 3 GAL. 11" PALM 476 VS Viburnum Suspensum, Sandankwa Viburnum, 3 GAL. (2' HT.) 36" O.C. 11" PALM ` • 11" PALM '�"'- T, l , 11" vJ- .tiT „`t * All other non paved areas outside of planting beds to be 11 " PALM 11 " 25 vs 47 526 '12" PALM 12" PC 7" PALM 8" , %r it 20 42 fib RI `' °.G� \. ' '�' w•, talc , �``� r,. `•. �1 n X . I .JIB• .1; f �C, 1 10" PALM � `6 ,- �• X1, ` ` 12" PALM 10" PALM 12" PALM PLANT LIST 6 PALM 6" PALM ` ` 4" PALM 6 QV Quercus Virginaia, Live Oak, 4" D.B.H. (12' HT.) ` 6" PALM VA.L �. ;: TREE REM 0 e v 45 WR Washington Robusta, Mexican Washington Palm, 10' -12' C.T.H. 208" TOTAL em"k C. 11" PALM 11 " PALM 523 RI Raphiolepis Indica, India Hawthorn, 3 GAL. 11" PALM 476 VS Viburnum Suspensum, Sandankwa Viburnum, 3 GAL. (2' HT.) 36" O.C. 11" PALM ` • 11" PALM '�"'- T, l , 11" PALM * All other non paved areas outside of planting beds to be 11 " PALM 11 " PALM that is greater than 30 inches and less than 8 feet in height. '12" PALM 12" PALM 7" PALM 8" PALM 42 fib RI `' °.G� \. ' '�' w•, talc , �``� r,. `•. �1 n X . I .JIB• .1; f �C, 1 10" PALM � `6 ,- �• X1, ` ` 12" PALM 10" PALM 12" PALM PLANT LIST 6 PALM 6" PALM ` ` 4" PALM 6 QV Quercus Virginaia, Live Oak, 4" D.B.H. (12' HT.) ` 6" PALM 5" PALM a 4 0 10" PALM e v 45 WR Washington Robusta, Mexican Washington Palm, 10' -12' C.T.H. 208" TOTAL em"k 5 PC Phoenix Canariensis, Canary Date Palm, 10' -12' C.T.H. 523 RI Raphiolepis Indica, India Hawthorn, 3 GAL. 476 VS Viburnum Suspensum, Sandankwa Viburnum, 3 GAL. (2' HT.) 36" O.C. 645 HR Hibiscus Rosa, Sinensis Hibiscus, 3 GAL. (2' HT.) 30' -36" O.C. • 47 SP Sabal Palmetto, Cabbage Palm, 10' -12' C.T.H. 55 CU Cocoloba Uvifera, Sea Grape, 3 GAL. * All other non paved areas outside of planting beds to be sodded with St. Augustine "Floritam ". Note: No landscape plant material shall be installed in any visibility triangle that is greater than 30 inches and less than 8 feet in height. INTERIOR LANDSCAPE CALCULATIONS 1. VEHICULAR USE AREA = 38,153.00 SF 2. REQUIRED INTERIOR LANDSCAPING = (38,153.00 SF) (12 %) = 4,578.36 SF 3. PROVIDED INTERIOR LANDSCAPING = 4,876.04 SF (12.78 %) INTERIOR LANDSCAPING: 'Mll' - %l - -- Z §? E i _- a • Z L -_ st1- �N Z G" 1 j GRAPHIC SCALE / 30 0 15 30 BO. -. -_ F -- € j ( Di FEET) i- ;- _ 1 inch = 30 ft y �--- U t.u. rE s`', •;" _, -,_ �.' _ pmt - -; v - TM _ -f- -=it, �, 1 /GENERAL LANDSCAPE NOTES ___:___ 'PROVIDE 71.5 FT.' CLEARANCE IN 1. The Landscape Contractor shall P • ss planting q P P 9 Promote optimum W2` ., FR T A � 0 THE SIDES OF FIRE HYDRAN, WITH A / p grade lantin beds, as required, to provide positive drainage and �,�_ %�. 4 FT. QL l i4NCES TO THE REAR OF THE plant growth. ' 2. All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nurse Plants ", X 7th Edition, 1998 as revised from time to time. Nursery Z 3. All planting shall be done in accordance with the Florida Nurserymen's and Growers Associations approved practices. ILLJ fr ExlsTlt7G4'T��E 4. All plants shall be fertilized with A riform 20 -10 -5 tablets as per the manufacturers specifications in conjunction with note # 5. g P P Z �TkPER,z \ RI ; •:1 4.54 ~ �' 1 F "' r " 5. The planting soil shall be the approximate p . „ ' \, . - ; f' �, p g pp proportions as follows: 509 sand and 509 organic material consisting of �� j �,. ,.. s:� (2) 20 x�M" SITE `VI 1 ITY ' �••., ] _• _ _ ` I -) �\� native peat, well- decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly mixed ,20 TRIANGLE i medium with adequate aeration, drainage and water - holding capacity. It shall also be free of all extraneous debris, 3 s 3 such as roots, stones, weeds, etc. s. s5 / o 3.97 4.8U 4.38 C 4,63 `�; `� � 6. All planting areas shall receive a 3" layer of recycled hardwood log mulch, which is to be watered -in after installation. 4.09 OF \�, °� 7. The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy "'r`'• 3.76 3. 4.15` � between the plan and the plant key, the plan shall prevail. 9 ��:• 3.73 x 4 85 5 25 Q q 4.1h 3.C9 , 4•t4 ��,� 8. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed -- co S,4.89 , vC and replaced at the contractors expense. cam•• 3 I c -04'. Gb L;a 4.2 9. All tree and shrub locations are subject to change. All locations shall be approved by the City ,� Q tai `�.~ •�. `� ��; "f; �� prior to planting. Grp Q V3 x4.92 s ° `> b;• 10. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies O C.� X 542 5.47 548 L ,t,.;.i : `. C,� 5,17 St1 .ti ''i �`l� (2) 2x20? >5h<TE VISIBILITY in the documents or the actual site conditions shall be reported to the City Project Manager p x " ° 0, vs TRIANGLE U ' Lr • P Y j C� 5.3 s� ;:'4• ' \, `40 �^�3 in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report E- 6 U7 4 44 r' E:• `' such condition, or for errors on the art 'of the Landscape Contractor at the time of bidding. X 5.51 :. \ EXISTING TREE (TYP) 5.40 P p O C5 25 '`.. `•\ '3.$2 503 L X 6 45 " �i;�r � :,� .� � � ".: <••' .: �- 4 -09 11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform U x o the t forth i this Ian set and the specifications. " S C \q•, X 4.85 4 95 �,\ e work se or n s P P ons 3.9E CrD WR x 5.48 L 'ti: 3.86 12. Plant material shall be bid as specified unless unavailable, at which time the Landscape Architect d' rn-' 15 �\\ ° "` 4.1° will be notified by in writing of intended changes. W G\2 u , �rn k 1k, X4.5' (Fti� °aile' ` , °x.00 x `} a0 13. Any and all questions concerning the plan set and /or specifications shall be directed to the Landscape Architect 5.2g X s 58 yam, :ti sty °1 .1,. 4.11 J1 at (727) 793 -9888 W o \� 6.•10 17 14. There shall be no additions, deletions or substitutions without the written approval of the owner. Q Z 0.59 X, 89 v� F 73 49 J. 2 oa 5.24 7.00 4 4.2} \ - 15. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final PCq _.,u � �� HRH 53 C, G.73 3P X35 _n�C. 68 �/ \ ` ;.c acceptance by the owner. lfi 7. X 5.92 3.� 15 ; '� ',•' =;' s;ys, 4.4� HR a s ' ; 16. All dimensions to be field- checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall ' HR I _ -. °FA `k��s:> be reported immediately to the owner. X 5.10 I! r S �, G! (4 ss 6 , 17. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will sP be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost. HR ' 25 j x 3 \��� 18. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications. Q D' RI <y� i;! S F ` `'. I 4 66 5.23 F H 35 • ° >y,y °s ` �' J IN 52� __ t 19. No contractor identification signs shall be permitted on the project, except for the project information signs. 20. Existing sod shall be removed as necessary to accomodate new plantings. L4 5.0 4 ( �; 21. Any existing areas that are disturbed during the landscape installation shall be resodded to Q w match existing. di �y a ^,_ rod! s.E 513 c; 22. The Landscape Contractor will be responsible for the collection, removal, and w ���'' ,i 559 p p proper disposal of any and all debris t s cz � 'c E" I . %' �;• Es 'r.'� `5.2s a generated during the installation of this project. Z E..1 o a Qli " 5b � �, 23. All areas disturbed within right of way shall be sodded. W X % ro \ R x 24. Existing shrubs to be removed and disposed of offsite n L T� s' ♦ <' J 5.37 w 3g f 5.83 1 �� - �'` 62 i IRRIGATION NOTES 607 ,�� / 1. A low volume irrigation system, that provides 1009 coverage to all proposed Iii <a LJ 7.7' � _ 1 9 Y P 9 P P plantings, will be designed and installed by the Contractor. Q o Z Q �il 5.83 9 U U % 5� 0 s ee` 2. The proposed Irrigation System must meet or exceed all applicable City code ,,, W w y, t� T, requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc...) o o w 3. Irrigation shop drawings must be submitted and approved by the City prior to the o_ C , 6,1 S' 4S • �N 6.s6 3 �.- �� development order . 16.17 �tC NN NNNNNNNNNN >- G4 4. 4. Irrigation system must be inspected and accepted by City Project Manager Y Y Y Y Y Y Y Y Y Y Y Y m 1.21X ' ` ` prior to installation of mulch. Irrigation must meet citie code section 3- 1203.0 to provide 1009 coverage, and include a rain sensor and timer. � � Z Z Z I- F- '` Z I- Z I- H F- ,' �s 5. Irrigation as -built drawings, which accurate) and clear) identify all modifications J w W w :2 U U U U r' �,; • & /or substitutions, must be submitted prior to final inspection and acceptance. w 00 00 0 M _ � W¢ w LL UU0 0 = = =JJ �. UUUUUUUU 6. The existing 5/8 rr water meter will be utilized for this Irrigation System. ~ !; ' ~' ` ""' � • '' M'I; ++ ` �' 7. The Landscape Contractor must coordinate the placement and power su PP I Y for the =1 U W 0 W a- a- U w w w w H i ,•: 9 'tsl� irrigation control timer with the General Contractor. ow W a a a o_ a • w WW W CL o_ > > > > U 8. The following irrigation system components will be utilized, per each manufacturers o.. � w ;'•. F;r, w w w w w cn specifications. > X > X X o! > >> w w w w w w w w a- o` a= Toro- Netafim TechLine Self Cleaning, Pressure-Compensating Emitter Line � of Q� � HARDIE - Raindial 6 Station Outdoor Control Timer cfl " 00 0000000000 Richdale - 214APR 1 Electric Valve ? 0 0 0 N N Q 3 F`rr��tFr ` lC Amtec - 10" Round Valve Box. N o o6 o N c° M N Dj (6 � d In c0000cy00p 5 1 1 J y { 0 /17F� • N'f% FERTILIZATION �N �'_'�(°'�0010 Z ` \� ti '`•• f 3 ' =� �i-.L t,:< � W > - fn - 0Z V) Z \_ `' �� • „; 6,13 ^T '1 SHRUBS AND TREES �.24r; Ftis< All trees and shrubs shall be fertilized with "Agriform" 20 -15 -5 planting Z tablets at time of installation and prior to completion of pit y"••.. " "'• <,W,F a ��.� 0, cu c ��eFG� backfilling. Tablets shall be placed uniformly around the root mass at �;aa ,•moo„ err It 55 A YV; <<` a depth that is between the middle and bottom of the root mass. AREA TO BE F�lIED WITH `4 `� APPLICATION RATE: Law BEAOH,§SAND -�� , h 1 Gallon can: 1 - 21 gram tablet (jp a r x6 10 / 3 Gallon can: 2 _ 21 gram tablets N �� :N 5 Gallon can: 3 21 gram tablets 7 Gallon can: 4 - 21 �4 •,� �'�AJr�, �`•.,\ .G• � v gram tablets ORIGINAL �?,• ,h,h^ r''." s' �;. % 2C - ? \ s %> RECEIVED t ; �0 Trees: 3 - 21 gram tablets each 1/2 of caliper ! a 8-1, > (�; 6 29 �� (; -s (� 5.7s 17° Palms: 7 - 21 gram tablets 20 69 LLi GROUNDCOVER AREAS ► *«� OU PLANNING DEPARTMENT {` ► ►�► All groundcover areas shall receive fertilization with "Ozmocote" CITY OF CLEARWATER SHEET time release fertilizer as per manufacturers specifications. 9 OF 10 ISSUE DATE:04.27.0 E M 00 0 N N v+ s 0 CD 0 M c0 O I 0 I 0 0 0. =i 0 U ca 0 v of 0 z� y O D d- SPREAD 2/3 OF THE DRIP LINE 6' O BARRICADE DETAIL N.T.S. 2x2 VERTICAL WOOD STAKES 1x4 HORIZONTAL CROSS WOOD MEMBER OF APPROVED SUBSTITUTE BASE OF LEAF BUD BASE OF HEART /NUT OF PALM Y nin z D II FINISH GRADE _ • —IIII — ����__ • IIIIo II���� LL O Y a z U C� jY — AS REQUIRED BY SOIL ANALYSIS ' -t` I w � RECEIVING HOLE SHALL BE IIII) II, �IIII-�VIII � J APPROXIMATELY 2' LARGER � U HURRICANE CUT OR FULL HEAD SEE SPECIFICATIONS NOTE: BUD SHALL BE PERPENDICULAR TO GROUND PLANE. TRUNK SHALL BE STRAIGHT AND WITHOUT CURVES. NO SCARRED OR BLACKENED TRUNKS. BURLAP TO PROTECT TREE- - MINIMUM 5 LAYERS 2 NON —SLIP METAL COLLARS (6) 2 X 4 WOODEN STRIPS OVER BURLAP 6" SOIL SAUCER TO HOLD WATER PLANT PALM 0" TO 2" ABOVE GRADE 3" MULCH, REFER TO SPECIFICATIONS (3) 2 X 4 BRACES NAILED TO 2 X 4 WOODEN STRIPS 2" X 4" X 3' S T A K E N.T.S. SPREAD r1��' (j �Cl HEIGF FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS i UI' KUU I BALL SHRUB & GROUNDCOVER PLANTING DETAIL N.T.S. \V MULCH 3" FROM STEMS 3" MULCH LAYER PREPARED PLANTING SOIL EXISTING UNDISTURBED SOIL PLANT SPACING DETAIL (SECTION) N.T.S. ALL SHRUBS /GROUNDCOVER TO BE TRIANGULAR SPACING. SEE PLANT LIST FOR (O.C.) SPACING. 18" MIN. SETBACK FOR SHRUBS & GROUNDCOVERS BACK OF CURB/ BED LINE ORIGINA RECEIVED A, P 2 7 2007 .rn ci Y OF CLtAKWATI -1 T I`? r =�r ° =_ 4 =r> Z Wui ]� II__--_, 1� I 't _ f e' _.- I - lu Q _ -_ MIN TIE t7 � _ _•_ Z 51 _ r,W �ktli uJ�' L• t ad O cea w W � O O � x 0 C/D iC o U O� W � Q Z nin II FINISH GRADE _ • —IIII — ����__ • IIIIo II���� . j•f• �= NATVE SOIL BACKFILL OR AMENDED SOIL ROOT BALL FI_ — �' f / — AS REQUIRED BY SOIL ANALYSIS ' -t` I RECEIVING HOLE SHALL BE IIII) II, �IIII-�VIII __ _ -- COMPACTED SOIL TO PREVENT SETTLING VIII APPROXIMATELY 2' LARGER - 11111 -�IIII ROOT BALL DIAMETER =VIII EXISTING SUBGRADE NOTE: STAKING & GUYING REQUIRED FOR PALMS, IF NECESSARY, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. PALM TREE PLANTING AND STAKING DETAIL N.T.S. SPREAD r1��' (j �Cl HEIGF FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS i UI' KUU I BALL SHRUB & GROUNDCOVER PLANTING DETAIL N.T.S. \V MULCH 3" FROM STEMS 3" MULCH LAYER PREPARED PLANTING SOIL EXISTING UNDISTURBED SOIL PLANT SPACING DETAIL (SECTION) N.T.S. ALL SHRUBS /GROUNDCOVER TO BE TRIANGULAR SPACING. SEE PLANT LIST FOR (O.C.) SPACING. 18" MIN. SETBACK FOR SHRUBS & GROUNDCOVERS BACK OF CURB/ BED LINE ORIGINA RECEIVED A, P 2 7 2007 .rn ci Y OF CLtAKWATI -1 T I`? r =�r ° =_ 4 =r> Z Wui ]� II__--_, 1� I 't _ f e' _.- I - lu Q _ -_ MIN TIE t7 � _ _•_ Z 51 _ r,W �ktli uJ�' L• t ad O cea w W � O O � x 0 C/D iC o U O� W � Q Z O 000 N Q�0 Q Lo (6o6 C) N r7 O Z Xw >— to -0ztn O z W� mo pup L4- `l 1a. ►� e ; ' a a La La z F w SHEET 10 OF 10 w Q � Q � W W Q CF-+ z 0 Q z O W F- U V Q z W 0 O W O F- W w 4. 11 _ V) N NNN } Y Y Y Y m N Z LLJ Z w O OODU O U � Z F— I— W O U vUU F_ o m of W U w j U-i 0' W U) WL o O 000 N Q�0 Q Lo (6o6 C) N r7 O Z Xw >— to -0ztn O z W� mo pup L4- `l 1a. ►� e ; ' a a La La z F w SHEET 10 OF 10 F N RIM EL = 3.92' SE INV EL = - 7.15', 15" VCP S INV EL = - 6.52', 8" VCP SW INV EL = 1.20', 8" VCP N RIM EL = 3.97' NW INV EL = - 7.13', 15" VCP Fs me SE INV EL = - 7.03', 15 VCP POINT OF CURVATURE - NOT FOUND CONIC CURB 2 � N INV EL = - 6.82', 15" VCP = CALCULATED DIMENSION FROM STRUCTURE 6 GONG X91 y o5 ° c \3Re y GRAPHIC SCALE 0 30 60 �yg yti� MAS 1 S4 yab y5, 4' CONC WALK = BACK OF CURB X" = MITERED END SECTION G J7 1510 2 CONIC CURB ,5'S ,5.5`� ,yy6 RIM EL 4 > bg O SE INV EL =- 97061•, 15" VCP •y y WV NW INV EL = - 7.57', 15" VCP S SOUTH GULFVIEW BOULEVARD (R /W WIDTH VARIES) OS � � gy y1 ( IN FEET ) b- d5ti 69.45' 0 70.0' (P2) y° y1 ASPHALT PAVEMENT yg bbd b$y +dgti +bey +dgo +b�� 1 inch = 30 ft. + 0.5' CONIC GRATE EL = 3.25' 1+ NERINVEEL =39 8', 8" VCP +b�1 +d hd , +d• + i TOM 6s646A FIR 1/2" n4 WALK N INV EL = 1.82' b1' _ 467.74 (L,F) FOUND BOO( -CUT VCP GRATE EL = .25' G RB 0.7'N 8" RCP B/C NW INV EL =1 1.150. 8" VCP N54'25'30 "W (L F) N CONIC WALK B/C SM 6644 NW C N INV EL = 1.25' p y 6 10.3'N 0.21'S, 0.15'W NW COR OF • • B" RCP a ry ?, 10.3'N �y d6d y, 1 6d 1 EL 4 6V g y I LOT 1, BLOCK C 5, '5. g 'S b y O 5 'Sy g ^7 i6 'S. bg 'S• 0'L g FCM 4 Pt4 J �1y . 66 ,55bj C, CON O yti 6 1), 1 y 1y .5, p y ,5 ,50 b ,56 O by 'y- gy 'S- pg '�' 0 ,�� g� BAYSIDE SUBDIVISION Na. 5 NE COR OF LOT 43 °S �y G s� yb GR@ CWALK 5� L 2' CONIC CURB y� 56 y. 500 56 5g �• g0 y 2' CONC CURB d- d1d yk1 b• y �1 y 01 PB 38, PG 38 THE LLOYD- WHITE- SKINNER }�4oe ^r p,g'N GI O b q 4 1- SUBDIVISION sr >9 �4, , d`L d-5 HYD 4.48 dig 16 TE o >S GV •S> d5 a.J> b d a2 yd1 (NOT FOUND) PB DI PG 12 (L) 09 os OHL U ' ti b bo g, dNO d� g JS ®ti GV 65.14'(L) G 5 4' CONIC WALK n? 4' CONC WALK d• 11' 11' WV d� 4' CONIC WALK d• 11 8> _ y �0 8_ d60 N54-25'30 "W (L) - 178.05' (P2) -• 11" 11" 11" 11' it" 10' 15" 4466 8" 1 d °% N. 00 .39 POINT OF CURVATURE POINT �' -d0 dOdy ® g 2 b 4 g it" q 4 S 2g ASPH S 6 0.5' CONIC CURB WV w d° O HYD Z ,wjp��/ C S d S y J s 0.5 CONIC CURB yS 1L gL S p 1 HYD } S d• d• / o �O b• g x' 8 d• g 7 07 b- ti d• d. y 11 4y 6 d$ $ d -ryy ® DRIVE m 4> e y gd FIRE DEPT S S? N. ® BFP o 66 (NOT FOUND) CURVA 4.5 FENCE A >2 TWO d• yo d1 ?0 d� 92 bti dti > d h d. y 2 d• O MASONRY 8 TRANS b' SIGN ti l+ -v CONNECTION O I o d GRATE L = 09', F01N1D) 0.9'E J y1 1 g1 y y' 01 d6 TWO 6( FIRE DEPT S INV EL = 3 09', 12 "PVC WALLS ON coNC 1 1 a d -bti b g db ASPHALT 6 y'iti 2 AND 11® y� 2 d• dg g d. y `' 0 5 d0 BFP y y, a CONNECTION \ \ E INV EL = 3.13', 12 "PVC 71' 1 6 y0 g b° y g1 y y y. y titi o G 1y METAL I NEWS d' d- d� 0 + + 0 MA N - d• y ASPHALT 1 ,� d• 1 y' y PARKING ry-f- y- I a 1 GATES (& ? NO Ld ?` d9 y y' ag b y rob d MASONRY y8 11" 48 y. STAND y y'1g `''11 PARKING DI. d. y �1 y'ti J ON C/S b0 d- d- 1 5 �0 5• y COLUMN S> f 1.5' HIGH 51 y dry y S7 7 66 0 51+ WALL 0.1'E o iBM 6ls64B8 + +5' i y f ! + rn +y. y5 O S bb MASONRY d• d$ ,L y � p B/C a Frill DIA d°jy `5'LO WALL NRY MASONRY 6 cp IN C/$ COLUMN COLUMN b- < 1.8'x1.8' d5 CONIC y 0.6'W w MASONRY rOVERHANG - - - 6 O y9 y�tig y� 6 O v WALK = a EL 4►15• ASPHALT Z z1 5.6'E COLUMN 69 + C, PARKING ° ° < in a1 12" V) wo 6y 6'` g1 �'S Cry gg 6p1 by I yg 11 ng d 1 T y,tg s 9 I V) w +`' +`'' +y' ASPH DRIVE +�' +6 Fy + 6 o - - y 6. 1 6. g p y O 6 J1 tit 0 ® <, o + oI I 5i I 6116 1 �y1N� 6y6 6' j y1y 0 0 49 I 12" C9 w 0• +I 6� > a 1 3 5' CONC WA L' y �� y+ 30•'' I (@ p 698 I 1�g6 10 g .72E J 62.8' STEPS 6� 14 yg yp yatiy 6 6� N I CONIC > SO 6. 0.5' CONIC CURB 1� 7' M wPJP,Y 01�� 6J 12" 6ti0 0 y' g1 g° 74 �> RAMP 69 > > 17.1' WALL 6 S9 s 12 y dL y 11 I 6 6 > 48 GONG 4.4' 1 0 90 6 11 ? 11 "y O OC 6 1 y y y I i g 5 0 p O OZ 61 6 d 65 6 d by1 ® 1 • 'Si 1 iv 44 4' C/S y O 6656 L) 1 + -i- + -1- + + -1- 6�0 > d W/F 0p0 193 S J2 15 o I > czUi 6�1'`�9 2.9'•S8 1.7'x1.7' M 9> 0.5'CONC 6 I CONIC 0 MASONRY GREASE CURB S 1 FF ELEV = 7.90' M i� + O COLUMN TRAPS ,y . y0 oZ 10 y1 . ASPHALT PARKING CONC RAMP °d 3.0'x1.5' s2 6 Ld n MASONRY 6 d 1 $0 g0 db CONIC y CONC CONIC ® g M� e! eel• Paw 1 0g P' ® y� ASPHALT I 6• yo 6 y1 1� g 1 g >S o g a 6• �� y Z c,� �► ARKING 66651 e o 1 �1 7 1 s 2.0' ® >as C) g fir? tS` O 6 6• 6 0.5' CONIC CURB 1 7 1 RATE EL = 5.70' Cr � d .� 7" m TRA SFORMER O 6' CONC 6 y y, 6 'I- 9 tO ON S d � Q 6• y S INV EL = 3 70'- 1''�" y ` d 7" dti y 6 g0 yd 0.5' CONIC CURB y1 g1 y, 3.5' fie` e5 eti be $o e5 g 7' 0.5'CONC / 66 a RAMP 6�0 hey E INV EL = 3.95', 8 "PVC O O �' C� z 2 6 1 2> 6• 6- 1' 6 n s� S9 i 6' I 6• y CURB ! maw O_ N 61 200.3' wo ® 5 , 99.3' o 32.7' S' W F ➢ �9Zi^ 6 L�� \ GREASE 1 W a ® ra ® -a ® ® 6' 9 G • ?4 so / Ul 1� °" TRAPS COVERED CONIC FIRE DEPT 1 s9 m 'O -A y' boy M /-' < � 1 z CONNECTION I,I ii j• = O 9 Cn 1- 4 3' a 1 10" S F mN 1 5' CLF O.5 bg RAMADA INN x O �z S9J GRATE EL = 6.16' O 64 6 O +6' 6 ?2 +6' 11 CONC 521 S. GULFVIEW BLVD 1y6 BBO `METAL 'A 6 5 _A W 9 >'82 0 B�C RAMP -- SHED < - S INV EL 4.17, 115' PVC CD 00 7> I 0.7'W + g 1 5 W/F 97 rn 00 666 r �� ^ 1° NINE STORY A/C 0.5' CONC CURB P 6. 51 61 W Q 1 v ? ON --AND 6' W F 6• SF. Z U`w bid I 101 >7> MASONRY BUILDING C/S +/ 1X 654 3 �y+ 691 1 °d I SUBJECT PROPERTY AREA oJ, 6>8 + bti (n �i: 6• Q 2 7' MASONRY gy 0 0 5 212,075 SQUARE FEET Y Y C-4 M 1 "),6 610 �1 6„ 6' a 1 I 0.65'LWIDE (YP) by G\ ~_ °o o M 1 g ",o" +6 (4.869 ACRES t) Z 1 W I6 ?d z 4 6•• 1 6 0 0 1.3'x1.3' G m o� L s s® 5 MASONRY-7, '67'S9 w y1' v > 19 gb 01 gy 1961gy 109 1gd 610b� 5.9' 6��`I. COLUMN CON 6' MASONRY s a 199.6' s 1• 1 'I 126.2' o WALL Q Q N i SS I w +0 n > o 6 a�T mom GRATE EL = 6.06' O A T m a 10 ASPHALT ° 1. ®7 ®7' A�q1 ®7„ 7 "® 6 3 y� N INV EL = 3.62', 15" PVC _j eIIIIIIIiIiIiiin a A 1 d� PLANTER PLANTER TFp ® �f ® ® ! 6 5d �6� $ G\ FREEZE' LI W V) J O 0 a man e 1 o y 9 by d PLANTER O 6• w 1• b '�' 7 MASONRY WALL W v 0y 0 6' W F wo 15 1• o> i' W/F a n 0 TRANSFORMER + w �o pct HOUSE 11 by 7' p OQ G� �� �- 6\ 5 I- a CONC d ® Z m y n ' eti CONIC O 1' 1 SEVEN STORY M e MASONRY wAI.LS y1 y o 203.9' -' -"-- 6 119 16 90 UNDER CONSTRUCTION) 606 61b �, ZO WALK ��11NEi WALK Ib0 bo MASONRY BUILDING I' �yEt;LFS� I1 5.7E 609 w $ �9 0) 11 1• 10 7 PLANTER 13" 61 65$ 6 65 yb 6� ti > I 1 �, 12" 6' MASONRY 0 d 4 S Ay yS+ 6�)> 6• B/C = g1 + 6 ,�d •Sg 1� 1y 1 .n I,g •. WALL 2.0' W 1• 0 8 W N 1 y 12" o CONIC MASONRY 1 1 7„ Co RIM EL = 6.86' _ 691 by 0 172 God 0.65' WIDE (TYP) �� y$ I ¢ 101. w POOL KIDS 1 a Co. 06 1g 16 POOL BOTTOM EL = 0.86' d SCO I 2 S y' yg y`L y -. ¢ 1• 1• 1 N INV EL = 4.76' 1• O y� 6 6 9 O+ 6 6'S 6 g1 6 pb I yy 12 7 g 4" PVC + w -F 6 od 6 �d 60 METAL 6� g �� STEPS 5 6 i®1 �1 w 6 1° M -- SHED 7 METAL INN Z) 6.0 A•- y - 66 _ ' '•6 9 y 10 116 1h 1�y ( 6:> S �8 oom ��r 6 b ` J '9 2" 14 .�'� loft Pa>• Pw� P� v 196.5' Now I. 5 CONIC 19 gg + r��r CONIC s 6 z 1 1 a>• 1 7•, 0 I �gU IM IIIJIIpm M EL -0.69 ®P m ASPHALT v 6' CLF +y' + 1, ■� „ ®r ■�. ® ® ® ® ® w� P v'" 'H UKIVL� Pa' GRATE INLET 10 p 1. N •. 0 ti I, 6• S INV EL = 4.89' 6 ry9 e2 PARKING �? I GRATE EL = 5.14' 6' 6� CONIC 0 yy 24' 0•y0 0 1• bd + 15 1� �3 + y 4" PVC 11 by 6�g5 S 6 19 6' WOOD 1• 1• 1- 82.1' J 6 FENCE ° INV EL = 2.60' 6� li��T1T g dg 6 F1 i +h + 5 G� c yam+ 61,9 61 b- CURB I �T',' {161y� 1 dy '1 �` b 1.5�' S8? COVERED CONCRETE •5 d g s 6 4 g1 00 12' WNLI�I� ®N CURB 1 g 1' 0 2 1 o 1 s.� y y- DUMPSTER y 5• 6 15" RCP S - 0 y. d + dd `'' `'' y. ?s 6' WOOD GALE bti GI 6' ��P MAS alyti y 0 1 66 1.16 g S, d 1 FENCE y ON CONIC o STEPS 1' y$ y' 0. 16 S 2' MASONRY b- pg 1g y� 61 FIR FENCE S 6696 0`'`Ll- 600 s 89 50? dy >S dy MAS 16 y- S >6 s> WALL 6 y1 +10 +`'� + 6 $b 6� >O 6•�g ®t5" 'I- 00 0.7' B > y. 6 1 Jy P y S 'S7 1 • 1 STEPS CONIC 6 y dg S> 6 b. 3.9,X3. 01 2Q 1 • L 1 S y 0.5' GONG CURB y' 8 y� G S 4' MAS WAL (WITNESS) j S 19" 5 y'S S yg CONIC 3.9'x3.0' 0.5'CONC E s2 raw■ awe re>• ® ate. CONIC yy y g y y. -y1 6 :5 g SJ TIKI HUT Oy 2.5' W v� n CONIC I titi ASPHALT S d S 6� ~ y y� Y y ® 8 j11> gy g0 S 6 6 C/S 35' METAL� °o' CURB y y y. �8 y� J> y 10 y L y�as awls ® �0� y�0 y y Sl yryy S2 5 566 0.5' CONC CURB 560 S49> 59ryg FENCE S 3S 01 6 60 ggb 1.7' WIDE CONCRETE SEAWALL g p 1, .� B g- 0.5' CONIC CURB 24 y1 y TWO 1.5'DIA yym g y y� y' y° y0 1.7' WIDE CONCRETE SEAWALL 5d 5 yry SJO 51 ,T� tid 1.7' 0 L 0 3.5' MASONRY y'1 y s 18" METAL COLUMNS INV EL = 1.47' y' 1? MASONRY SNRY 8' 'VC ASPHALT 9 �9 C RNERi •�O FENCE FXC ( I 127.3'(C) CONC PIER T EL = 3.63' ESS �O F ON SEA S 0 _ WO D DECK of `w`TN n �00o NO OoRriFR z 5' SIDEWALK &PUBLIC 0 Ilan / Q �I ACCESS EASEMENT Ile, �.I,2� �1, lG� �OOO`'O+ FALLS IN WATER ;EI CITY OF CLEARWATER NON-EXCLUSIVE S �7 • of ORB 4372, PG 1874 & FOR MPUBLIC BEACH AND CONSTRUCTION $� �� �® ORB 4367, PG 858 OF A PROTECTIVE BEACH BERM AS / NO CORNER DESCRIBED IN ORB 5776, PG 121 (R1) GULF OF MEXICO / FALLS IN WATER o,�, /r&`F /6) �I CLEARWATER PASS �= J 7 I i N0 CORNER SYMBOLS LEGEND: mw uutnen FALLS IN WATER SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: DANA A. WYLLIE PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 5874 STATE OF FLORIDA S54'25'30 "E (L,C) 316.13' (L) 315.98' (C) TITLE: BOUNDARY AND TOPOGRAPHIC SURVEY OF THE RAMADA INN SECTION 17, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER BEACH, PINELLAS COUNTY, FLORIDA THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. DANA A. WYLLIE PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 5874 STATE OF FLORIDA 00.0' = CALCULATED DIMENSION FROM STRUCTURE LT = LEFT ASPH TO BOUNDARY / RIGHT -OF -WAY LINE MAS POINT OF ELEVATION B/C = BACK OF CURB X" = MITERED END SECTION ® = PALM TREE 0/A = SIGN BFP = BACK FLOW PREVENTOR ® = RECLAIMED WATER METER © =CABLE TELEVISION BOX WVRG = RECLAIMED WATER VALVE o = CABLE TELEVISION PEDESTAL 0 = TELEPHONE BOX (D = ELECTRICAL MANHOLE Soo = SANITARY SEWER CLEANOUT © = ELECTRIC METER Q = SANITARY SEWER MANHOLE ( =GUY ANCHOR TEL = TELEPHONE PEDESTAL GI = GRATE INLET ® = TRAFFIC SIGNAL BOX CLF = FIRE HYDRANT PVC = CONCRETE UTILITY POLE HYD GV = CONCRETE R/W = UTILITY POLE WITH LIGHT CMP =GAS VALVE RCP = REINFORCED CONCRETE PIPE (D) = LIGHT POLE JCr = UTILITY POLE DIA = DIAMETER ® = WATER METER MB =MAIL BOX wV = SANITARY CLEAN OUT ® = MANHOLE m = WATER VALVE ® = MONITOR WELL ED = WOOD POST (F) = FIELD DATA STA = STATION IN SHEET INDEX 1 1 SURVEYORS REPORT, MAP OF SURVEY ADDITIONS OR DELETIONS TO SURVEY REPORTS OR MAPS BY ANYONE OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED SURVEYOR'S REPORT AND MAP OF SURVEY: THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER. LEGAL DESCRIPTION: (pevddad by awnQ A pored of land In Sw Von 17, TowmW 20 South, Raga 15 Ealk PbaNaa Ccunt% FWft bAq mas por0oulody de orbW as 1bNowe From Ow MorNmeaWy oorw of Lot 1. Block C of BAYSIDE SI!®IM90N Na 4 anon dad b Plot Book 366 Papa 35 of Vw PubHo Reon da of Pkwkm County. Rai WaC 1NPNPaa run N5426'3D"M 6&14 /rat along Um Southerly [bed Q*Maw Rmide rd for a POINT OF BE00Ni0: tlranoe oonftm 04-03" adm�mq add SoutlPaly Rm of CldMaw BodaMard. 437.74 hat to ft NorMraoataly Comae of Lot 43 b L1AYD-WHTE- SKMNM�t SUBDMION =non dad b Plat Bolt 136 Papa 12 of 1ha Publb Raoorda of PbeNaa County NoMm Vmm run 133534' ", 400.00 feet to the bulhoW Mm N am S542W301'0. 314.13 Inn lhenoe dong a curve to the IdL rodwe 534.W fwL am 213.63 feat, drard bea ting SSSW457, dead 212.21 hat Omm 877WO M 57JB feat: Omm Nir40'00% 351.56 hat to the POINT OF BE7iMHINO, ACCURACY: 1. 7FE ACCURACY STANDARD USED FOR IRIS SURVEY, AS CLASSDRD N iFE MNNNIR TECNNX.AL STANDARDS (61017 -6 FAO), D OOOMM RCIAL,/HaN RISK•. TIE MINIMUM RELAIM DISTANCE ACCURACY FOR 1FIS TYPE OF SURVEY 16 1 FOCT N 10.000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC RQURE MEETS OR EXCEEDS 7W RENT 2 ALL CONTROL IIEASUREMENiS WERE MADE WITH A i1RAN9T AND SiEE1 TAPE, OR DEVICES UM ERUVALENT OR MOM DEGREES OF ACCURACY. & THE FEW MEASURED VERTMAL. CONi M FOR ELEVA710N MIFORMATKIN RELATED 70 iM SURVEY 13 BASED ON A LEVEL LOOP, USING DIFFEAEIN IAL LEVELING 118CH IMEIL CLAB = ACHIEVED D 0.02 AT 06340 MME LOOP LEWK MW EXCEEDS 1FE UBiYUM ACCURACY REQUDEIENT CNAlAAIED AT A MANIUII MOCIASNiE OF 0.040 FEET. DATA SOURCES: 1. BEARINGS ARE BASED ON 1FE SOUiIERLY LNE OF GULFVEW BOULEVARD. BEND ASSURED AS N54'ZrM -% AND IS S WM ON MAP OF SURVEY. 2 TFE PLAT OF 0M LLOYD -UM SKI NER SUBDIVISION', AS RECORDED N PLAT BOOK 136 PACE 12 OF THE PUBLIC RECORDS OF PMELLAS COUNTYY, FLIORIDA, WAS UTILIZED N TFE PREPARATKiN OF 7NS SURVEY. (SNOW! AS (P1) ON MAP OF & TIE PLAT OF •BAYSIDE 9UBOINSION No. 1P, AS RECORDED N PLAT BOOK 366 PACE 38 OF TIE PUBLIC RECORDS OF PIELLAS COUNTY, RCRDA. WAS U11UZED N THE PREPARAiiON OF 7FNS SURVEY. (MM AS (P2) ON MAP OF SURVEY) 46 7FM8 SURVEY WAS PREPARED MKIUT 11E BE?EFTT OF A inLE REPORT. 5. ELEVAMONS ARE BASED UPON 7FE NORTH AMERK'.AN Vl7R710AL, DATUM OF 10N (NAND 08� CONTROL BENGAL ARK USED IS DESIONAM 'D- ', PD A004736 LCCAiED N 1FE MEDIAN OF PARKWAY DRIVE, N TIE VKWMTY OF PARKWAY DRIVE AND BAYWAY BOUEVARD, ELEVA710N = 4AG FEET. 6, THIS SURVEY WAS PREPARED VM 1FE BENEFIT OF AN - ALTA /AC9M LARD WW SURVEY WNC1 WAS PREPARED BY C.A. PETERSON, NC.. WORK ORDER NO. 03-5ft MOMNO A REVISION DATE OF a/`�6/036 AND SOW ON 9/23/03. (MM As (Ri) ON MAP OF SURVEY. LIMITAMMS: 1. USE OF THIS SURVEY BY, ANYONE C1FER 'MAN 11108E PREPARED FOR / tEIIT ED 70. WI.L BE THE RE-USERS SOLE INK WTHOUT UABUTY 10 ItE SUiRVEYOR. I 2 7HEURE MAY BE ADwnCNAL EASEMEN7S AND / OR RESTRICTIONS AFFECiNO 1FNS PROPERTY THAT MAY OR MAY NOT BE FOUND N THE PUBUC RECORDS OF IRIS COUNTY. & M LCCAIIMNS OF M IIUNDERQiO" UIL ES AND / OR THEIR WERE PERFUtIm BY A FIELD SURVEY AND ONLY UMIM AS SNOW4 ON TfE FACE OF 7HI3 SURVEY. ONLY THE UNDERGROUND UTitJ1ES AND / OR MII R APPU 71ENANCES WICK WERE VLSIEE FROM GROUND LEVEL TO TFE StURVEYWt ON THE ACTUAL DAY OF IFE FELD SURVEY WERE LCCA7ED. NO EX :AVA710NS ! OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORRm BY TIE SURVEYOR 70 VERIFY 71E ONMNCE OF ANY UDERORMI D UIIJTEB AND / OR 7FExt APPU1R7ENAN= THE SURVEYOR MAKES NO OUARWIEE 1HAT 1FE UNDERGROUND UTU ES ANN, / OR THENR APPLWIIIENANCES SHOWI. COMPRISE ALL SUCH U1NJIES N iFE AREA, 07M N SERVICE OR ABANDONED. I, 46 PRNRIED DMEF LAOIS StWM ON 1FE SURVEY SUPERSEDE SCALED DMiEN KINI& THERE MAY BE ITEMS DRAWN OUT OF SCNE 70 GRAPHICALLY SNOW 7HYE LOCAIM S. UNDERQtOLND 17OLDA110 5 AND THEIR WCA7N= HAVE NOT SEEN DEiORMMNED. 6. MRRIGAiM EQUPMENT AID / OR MIIR HAVE NOT BEEN UMTm UNLESS 01ERwISE SHOWN HEREON, 7. SHOWN ANYWHERE ON ' kUt.' SURVEY. M WOAD 009t7FY LS UNDERSTOOD 10 BE AN EXPRESSION OF A PROFESSIONAL OPMNON BASED UPON THE MYEVOn BEST KNOINEW, MFOAMA71ION AND BElEF. AND 7NAT IT 7HS CONS=7ES NE"M A GUARAMTEE NOR A WARP .,NY. B. SUBJECT PROPERTY APPEARS TO LE WRFMN FLOOD ZONE •AE'. (B/f,SE FLOOD E'LEVA71O4 12) AND FLOOD ZONE -W (BASE FWOD M"A7101 :1.7,14616.17). ACCORDING; TOM FLOOD IINSUtANCE RATE MAP. MAP MAW 12103=040. WITH AN EFFECTIVE DAZE OF MviTtAI R 36 201 AN ACCURA7E ZONE OEIE11Mb1A110N SHOULD BE MADE BY 11 HE PREPARER OF SAD MAP, iNE FEDERAL EaER011244 t MMA90ENT AGENCY, OR 7FE LOCAL OCVERNENTAL AGENCY NAVNO JAM C= OVER SUCH MATiERS PRIOR 1n ANY JUDGMENTS BENrG MADE FROM THE ZONES AS N07EIX L ONLY nNON -EXOM TREES •I• INCHES AND LARGER N DIAMETER AT BREAST HEIGHT WERE WCAJED AND SNOWr MM IL LEAH, EASEMENTS/IaGHT -OF -WAY: 1. 1FE RIGHT- OF-WAY 1HFORMA710N FOR SOUTH GUFVIEW BOULEVARD 13 FROM THE SURVEY MEN710NED N DATA SOURCE 5 AND 1FE PLAT MENRONIm N DATA SOURCE & 2. NO EASEMMIRIS WERE PROVIDED FOR 7FIS SURVEY. PREPARED FOR: Daooda Oulkoart H otd Portram Umibd PQbwrohip CER11FED TO: Daooda Oulkoaat NotN Pa tw% LknMud Pa twuhip Jdkvy Kdwkber. Pledden of 0anad Pmbmdrip, dX Guftm ILC NO. REVISION DATE BY A/C ABBREVIATIONS LEGEND: = AIR CONDITIONER LT = LEFT ASPH = ASPHALT MAS = MASONRY B/C = BACK OF CURB MES = MITERED END SECTION BFE = BASE FLOOD ELEVATION 0/A = OVERALL BFP = BACK FLOW PREVENTOR OHL = OVERHEAD LINES BLDG = BUILDING ORB = OFFICIAL RECORDS BOOK (C) = CALCULATED DATA (P) = PLAT DATA PB = PLAT BOOK = CENTERLINE PG = PAGE(S) C/S = CONCRETE SLAB POB = POINT OF BEGINNING CI = CURB INLET POC = POINT OF COMMENCEMENT CLF = CHAIN LINK FENCE PVC = POLYVINYL CHLORIDE CONC = CONCRETE R/W = RIGHT OF WAY CMP = CORRUGATED METAL PIPE RCP = REINFORCED CONCRETE PIPE (D) = OFFICIAL RECORDS BOOK 8310, PAGE 2172 RLS = REGISTERED LAND SURVEYOR DIA = DIAMETER RT = RIGHT DIP = DUCTILE IRON PIPE SCO = SANITARY CLEAN OUT E/P = EDGE OF PAVEMENT SEC = SEC11ON EL = ELEVATION SIR = SET IRON ROD 1/2 ", LB 5776 (F) = FIELD DATA STA = STATION FIR = FOUND IRON ROD STY = STORY FN &D = FOUND NAIL AND DISK S/W = SIDEWALK FOB = FIBER OPTiC BOX TBM = TEMPORARY BENCHMARK FOP = FOUND OPEN END IRON PIPE TOB = TOP OF BANK FPP = FOUND PINCHED IRON PIPE TOS = TOE OF SLOPE FXC = FOUND X -CUT TRANS = TRANSFORMER GE = GRATE ELEVATION TRAY = TRAVERSE POINT INV = INVERT (L) = LEGAL DESCRIPTION DATA TYP U/P = TYPICAL = U POLE LIFE = LOWEST FINISHED FLOOR ELEVATION LINK = UNKNOWN TREE LB = LICENSED BUSINESS VCP = VITRIFIED CLAY PIPE LS = LICENSED SURVEYOR W/F = WOOD FENCE 1 FORESIGHT SURVEYORS, INC.I r HYDROGRAPHIC, LAND & CONSTRUCTION SURVEYING r I 14561 -B 58TH STREET NORTH, CLEARWATER, FLORIDA 33760 SHEET S RVEY RS PH. (727) 539 -7196 FAX (727) 539 -0888 LB No.: 5776 FILE: 11356BT.dwg lQUALITY CONTROL: DAW IDRAWN BY: FTM ICHECKED BY: DAW -1 IPROJ. NO.: 11356 FB 655, PGs 44 -62 FIELD DATE: 4/16/04 SCALE: 1 "= 30' OF I - - -- 0RIGINAL FREGEIVED APR 17 2007 PbV4NiNG s.it't(' k� IjVfEINI•r CITY OF CLEAPUlAtER I _ -_ , t 11 I 14 II ` 'N .e 9 am 0 N r- H, 3 6 0 1 N 11 M i 0 O 1 9 2 v° E w N c aj o E �Z cn E wp =o =t ::h - - . / o 3.21 / / 4kx q�" �, '`I /� r- t a, , " `- a" 47' / r� (T) 1 1, a> , a2 ?, I _> \ \ 76 1 �4�" •5.04x� �L N� Ecis ` -, '1 iy 7, (yp� �• \'` , I ,0,, ('`"'1C: y' - "I: `; \. �' (""y j 3.52 `\. �'' rl1 F�` / \ • \ 1 I ^ >' �` % °r'7,\\ 3.43 � Co , I 19 1,, '•. \ ! 9 `x 4.5 , X ty, ;% t ( ' /-, / ;\' a`y0 a,`rr v _ Z , \ ` \ it r 4.88 \ "a I 7` / /% ' �\ S \ 'c� \r / � �'J� , \'� 4 52 `' 'a, s ^ � % , %, e 7 G 6 11 ir. j ' -' ,, ,� '. ll'i,s / O�' I'3.S ' `��p^ \J�j'`J /•s` ,1�, `'0' `y\\\ `~ f I /v �5% , S; i , -'' �, C? / O' / �c k!., Y '� -, \` 1, .� •�' 8'• / \ \\ ,/ - ^F i, o _ 6 -1 410 ., ',? `.\ / <, ", a' \ . , t yb x`74 85 4 �r I ``�; \ b l;,a ;" '•'? lC- `,,\,,mac �•.' `�' /� /�` ,i S�� / _ Chi., \ \, r9 \ °' •'- 3;: \` \, r 11 S, >_.iI` l0�� /T /%i ( c�" a T, 5,07j C �\ % \ r p i \\ ; /` , '\i // �l I r' C, r ^, It �v. 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LEGEND � m = � PROJECT BOUNDARY It #1 TREE NUMBER 1" ---"TREE SIZE 1Q TREE GRADE / ---_-__._ ._- __- _-- .�`�._...._�_- _- ______ - .- ___._._..- ..._.._--_.. � �1 f n 0 Z Z 0g Y j _ I De 11 I :3 U_ 71`1 ^ .,, EI- - J .. - -.. ny ,��x ,�.,, _ .s }_ n' ;ti'n ;t , nF ' N lliil!I,il'�;',',.n�, ^I li 4 �4 i„ [- U a�F,,,,,,,.,.,.r„ h�i i „ ". ` i ,HiHil,'ri,hs �r_f, I „II1R 'pn,n,,r,;li�,;,;,;; tj) i" ,4'�i7il,yill ,,;,,�" ,y,, n!r' - I. , Illi a��l " "j; }r, I'r ;ifl �,I 11,Th..11i11 ` ub Z II N' o::�lCSru,� �, I. j� ^�irlli *, pal „i }p ,rr Ij „: �=rm,;ll,p��t li, q"fl l,,' �Ql x.15'` l7 �+ '• Zw l4xl y„ ,�.. "T1�' Ire � i�+'' , , LL r „,n,7 R 'jyij'fc JLJ �ff ,p viii i�i��. ,@I, ;k ' .. V� 4 +'. Z .' 1. „v El -�' 'u11 / �Sa 2 li �i i���.11 I � lili x U b,ill�I1',F ,i,lraf P-4 O a . --- 1 9. _n = co - _ � w a Q 4 cn C w <=) C x � O CV E_ W-- W Q U 9 p O M A Z SHEET 1 OF 1 ' 1 ISSUE DATE: 12.05.05 �W >- fn -OZfR 0 z ao �1 mM O ki �' - __ _.. -.--.--.- - _,_ -___ -- _..-._..__ _ -_. -.____ _.____ _ _.­.-_, _ --------- - _, _____ • ORIGINAL w W _ - __ , � e W --------,-i - W cow W Omix PLANNING DEPARTMENT > W N CITY OF CLEARWATE€� 8 W c3 Zip O /'►� O w w w X > i i I Z W �= W � P4 F-1 j' Z w Q O F U OJ li i s z W W Q F w (x IL a- _ cn N Y >_ m I I I .. .. I 3 i ' • U O N z O I v H CL I O H F U D N w 0 I V) ' IT O N 4 Q � 1 o SHEET 1 OF 1 ' 1 ISSUE DATE: 12.05.05 �W >- fn -OZfR 0 z ao mM O ki �' 8a rn -j • ORIGINAL w W RECEIVED cn ( Z , � e W APR 1x12007 W cow Omix PLANNING DEPARTMENT > W N CITY OF CLEARWATE€� 8 W c3 Zip SHEET 1 OF 1 ' 1 ISSUE DATE: 12.05.05 cp 19hm1 r- r N V -4" FIRE SPRINKLER RISER COL. STRUCT.) OUTLINE OF CONC. SLAB ABOVE N 4' -0„ cA CONC. OL. (SEE S RUCt) 22' -lm" OUTLINE OF CONC.SLAB ABOVE CONC. COL. (SEE STRUCT.) 9' -m" b CN 6 Q 6 CONC. COL. m (SEE STRUCT.) • o 0 LEV 1 CONC. COL. (SEE STRUC .) CONC. COL. (SEES .) �r 0 18' -4" ELEV 2 • o 14' -1011 o I OUTLINE OF FIRE CONC. SLAB S INKLER ABOVE CONC. COL. DD_ I S I A � � — — — — — RISER �- (SEE STRUCTJ I 6, S ( / C /COL.,�'� ' s R"t f.o 6il I i i I i i I it i CONC. COL. (SEE STRUCT) 12' -m" CONC. COL. (SEE STRUCT.) CONC. COL. (SEE STRUCT.) CONC. COL. (SEE STRUCT.) 9' -iL/" 4_0 OUTLINE - OUTLINE OF I CONC. SLAB ABOVE 4' -0I' CON . COL. (SEES CT.) 1ST FLOOR CONC. COL. (SEE STRUCT.) CONC. COL. LEGEND: �1 DOOR TAG (SEE DOOR SCHEDULE) WINDOW TAG (SEE WINDOW SCHEDULE) 2 HR FIRE RATED WALL _— I HR FIRE RATED WALL UL LISTING FOR FIRE RATED ASSEM LIES: I HR RATED STUD PARTITIONS - OU465 (EXIT ACCESS COORIDORS) I HR RATED 8" CMU PARTITIONS - x.1905 (WALLS BETWEEN UNITS) 2 HR RATED W -12" CMU PARTITIONS - +U905 (EXIT ACCESS COORIDORS /STAIR TOWERS) 2 HR RATED CHASES - "U435 F--� IT-' (LAUNDRY/BATH /STAIR CHASES) ABBREVIATIONS: w { � r � AHU = AIR HANDLING UNIT PNL = PANEL BOX DBL = DOUBLE R 4 SH = ROD 4 SHELF CAB/5 = CABINET (BASE) REF = REFRIGERATOR CAB/W = CABINET (WALL) SEAT = SEAT (BUILT -IN) CH = CHASE (2HR RATED) SH = SHELF CT!42 = COUNTER TOP 42" SH/5 = SHELVES (5) D = DRYER SK = SINK DISP = DISPOSAL SHWR = SHOWER DW = DISHWASHER TEMP/D = 30" TEMPERED SHWR DOOR FD - FLOOR DRAIN 4 ENCLOSURE L = LINEN TP = TOILET PAPER HOLDER 'AV =LAVATORY TR =TOWEL RACK MC = MEDICINE CABINET W = WASHER MR = MIRROR (ABOVE LAV) WC = WATER CLOSET MY = MIXING VALVES 4 U4 = WATER HEATER SHOWER HEA7 W/BEL = WALL BELOW P = PANTRY FLOOR PLAN GRAPHIC SCALE: 1' o' 21 4' 6' S' 10' SCALE IN FEET: 1/4 Mlle tt S S; .NItD'1' G R 0 U 1 INCORPORATED r hits ctur • Plaill -.inky Sarasota - N- liarnt- - L.a.,nllon 1543 -101 Sege_ nd Street Sara m_wa, Ii1s 7rida?:i6 941-957-4477 941- 957- 4151 I{ xx AA0002317 AR0007496 z w ORIGINAL RELIVED r"l 2007 P1.0, 4NING DEPARWENT C ITY OF CLEARWATER THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND MAY NOT BE COPIED OR USED IN ANY FASHION EXCEPT WITH THE PERMISSION OF THE ARCHITECT AND MAY ONLY BE USED FOR THE REFERENCED PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAW. DATE: APRIL 16, 2007 © Copyright 2007 SCALE: AS SHOWN 1ST FLOOR BUILDING PLAN SHEET NUMBER: F--� IT-' w { � r � W I ORIGINAL RELIVED r"l 2007 P1.0, 4NING DEPARWENT C ITY OF CLEARWATER THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND MAY NOT BE COPIED OR USED IN ANY FASHION EXCEPT WITH THE PERMISSION OF THE ARCHITECT AND MAY ONLY BE USED FOR THE REFERENCED PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAW. DATE: APRIL 16, 2007 © Copyright 2007 SCALE: AS SHOWN 1ST FLOOR BUILDING PLAN SHEET NUMBER: t•i Ija O ,� � Illlllllllllllllllllllllllliillllllllllllllllllllllilillllllllilllllililllllilllllllllilllilllllllillllllllllill_ III_IIII_Iliil_ � � _________� illlllllllllillllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllilllllll�il� ;� MiFrp.=ppw- Ion, Fmimmm ■� ■�, ■� IMBUE M csl cA N VID t— N 1 T^' N N r FIRE SPRINKLER 36 AR I 12 HR S RNA 1 2 HR RISER ; 42 AR 07 I +— E X I � E L E V 2 I S�f-4 �C 2 RI I SI MP Tt1 Lo 8, 2" I/ 2' -1�� W1121-11111 2' -i" 1/ " '1' -11 I 19 R 6.9 " I CT/36 Ill 3 1/�' I IS -�' " l /8" 13' -11 12" CIA 10R ® 6.95" 9R (0.13! " ! 4!D _ 12 _ I ' _' ic WC � I - 3 3 / — — 6- / 3/ 8 3 2 N - 24-11 oz = — — — — u 02 d-VI O SN15 -- - - -- DR NKIN I I ' _ ' u 14 KJTZ M i - - 3' 6 -8 3 2' I FO NTAI I I .b D - , 1 r - I M Lip ctl — N 1 — -- - - -- I R , — WH m _ I I I 5T'A I R I I AR I = I (P _ CT/3(0 = 0 - 04 � �- � __ 4 AHU II - L V WG WC O O ctl MC - �., LAY/ M LAY I I 12 , r -- -- - _— - CON L. CONC. COL. -t CONC. COL. CONC. L. C. COL. (SEE CTJ (SEE STRUCT — '� (SEE STRUCT.) '— (SEE CTJ (SEE TRUCTJ 5' -�0 3/8" 3' -0" �' -2 /8" 3 11,1_4 2" 3' -1" 3 12" �' -2 3/�" 31112 " 8' -8" 3 1/2" 3' -5 3/8" 3'- 1" 7' 2' -8" 1' ' -7" 3' -5 3/8" 3 1/2" �' -5" 3 12" (0' -3 1 /8" (0' -8" 4' -2 1 /8" 3 2" 3' -1" " � 1 5/all 1/8 FOLDING t- RESTROOM, FIXTURES AND PARTITION ACCESSORIES TO MEET ALL APPLICABLE ADA CODES. PROVIDE 60%165' D CLEAR FLOOR SPACE W.C. 30'Wx48 "D a LAV, AND 52 "WAVV AT DOOR AS SHOWN ON PLAN — — — — ------------------ - - - --I --------------- - - - - -- - - - - - -� 02 1 I I I 02 CEILING I I CEILING OUTLINE I I OUTLINE 1 ABOVE i I ABOVE CONC. COL. I I I I CONC. COL. N (SEE S1'RUCT.) 1 I I I (SEE STRUCT.) >- I I I I I I I I I I 1 I I m 02 I I G ONFERENCE ROOM 02 lij TRAY 0 CONC. COL. (SEE STRUCT.) M!% KIM ' CEILING ' OUTLINE ABOVE i L ---------------------- -- - - - - -� CONC. COL. CONC ' COL (SEE STRUCT.) (SEE STRUCT.) IIIIIIII�IIIIIIIIFIIillllllllllllllllllllllll� !I;IIIIIIIIIIII_=' �=_�IIIIIIIIIIIIIIIIIIIII son 11t ■i1 ■ ■ ■ ■dI INEELIPMENNE-0I■■■■■ ■� 0 MEN ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■ ■ ■��� ■■ TE.R A(.-OE A.0 1 /L" I I TRAY ' CEILING OUTLINE ABOVE L--------------- - - - - -- - - -- I i I I CONC. COL s� (SEE STRUdT.) in 12' 2" HGT. IIIIIIIfII ZN CONC. COL. CONC. COL. (SEE STRUCT.) (SEE STRUCTJ WQ MIN N r- e N 1-' -, i 1 -p, I I I I I I I L..w /I I I I I I 1 1-' -" " T - 7 1 1 1 1 I 14 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 7-7-1 —1 N I I I I I 11'k, I I I I I I 1 1 2N[) FLOOR UNIT AREAS: AC = 61446F TERRACE = 1195 TOTAL = 7339 SF I- BCSEND: 1 1 DOOR TAG (SEE DOOR SCHEDULE) WINDOW TAG (SEE WINDOW SCHEDULE) _ _ 2 HR • FIRE RATED WALL 1� -- -- I HR FIRE RATED WALL UL LISTING FOR FIRE RATED A55EMWE6: I HR RATED STUD PARTITIONS - "b (EXIT ACCESS COORIDORS) I HR RATED S" CMU PARTITIONS - x,1905 (WALLS BETWEEN UNITS) 2 HR RATED 8 " -12" CMU PARTITIONS - 1UW5 (EXIT ACCESS COORIDORS /STAIR TOWERS) 2 HR RATED CHASES - OU436 (LAUNDRY/BATH /STAIR CHASES) A55REVIATION6: AHU = AIR HANDLING UNIT PNL = PANEL BOX DBL = DOUBLE R 4 SH = ROD 4 SHELF CAB/5 = CABINET (BASE) REF = REFRIGERATOR CAB/`W = CABINET (WALL) SEAT = SEAT (BUILT -IN) CH = CHASE (2HR RATED) SH = SHELF CT /42 = COUNTER TOP 42" SH/5 = SHELVES (5) D = DRYER SK = SINK D15P = DISPOSAL SHWR = SHOWER DW = DISHWASHER TEMP/D = 30" TEMPERED SHWR DOOR FD = FLOOR DRAIN 4 ENCLOSURE L = LINEN TP = TOILET PAPER HOLDER LAV =LAVATORY TR =TOWEL RACK MC = MEDICINE CABINET W = WASHER MR = MIRROR (ABOVE LAV) WC = WATER CLOSET MV = MIXING VALVES 4 WH = WATER HEATER SHOWER HEAD WBEL = WALL BELOW P = PANTRY FLOOR PLAN GRAPHIC 50ALE: 1' m' 2' 4' 0 8' 10' SCALE IN FEET: 1/4 if - i11ctt Associatcs INCORPORATE D .1rc.:l-Litucturc: • Planning , ;arasota - Njiatn' - 1..•c711CIon 1543- It )1 S7�:c:c�nd Street Sarasota,$ Iild.)rlda 34'36 941-957-4477 941-9-7-41-1 Fax ax illcttarch.cr rn AA0002317 ; AR0007496 w w THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND MAY NOT BE COPIED OR USED IN ANY FASHION EXCEPT WITH THE PERMISSION OF THE ARCHITECT AND MAY ONLY BE USED FOR THE REFERENCED PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAW. DATE; APRIL 16, 2007 Qo Copyright 2007 SCALE; AS SHOWN 2ND FLOOR BUILDING PLAN SHEET NUMBER; A2oO2 4/16�2011173.03A9 P1\1 r 'I r } ,., W ORIGINAL 9EAIVED `11 17 2007 - PLAimivING DEPART MENT CITY OF CLEARWATER w w THESE DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL SERVICE AND MAY NOT BE COPIED OR USED IN ANY FASHION EXCEPT WITH THE PERMISSION OF THE ARCHITECT AND MAY ONLY BE USED FOR THE REFERENCED PROJECT IN ACCORDANCE WITH FEDERAL COPYRIGHT LAW. DATE; APRIL 16, 2007 Qo Copyright 2007 SCALE; AS SHOWN 2ND FLOOR BUILDING PLAN SHEET NUMBER; A2oO2 4/16�2011173.03A9 P1\1 1- f M a- I MUL �� ajllallla Ill/ jajfl \jli"IlI \jliljljljll "jfia\ 1111111• Ialll /I \I /i" ICI\ IaI/ Iflllljflllilllllllllllllll \ISlalllllljsiai\I /I\ Ill \I /I /I /I■ Ill /1 \I \1 /I /1 \I \i■Iljfifl \Ili \I \i llll•IlP'.. l�►tl\Ialslll�tlj aIslal \Ifl\iflfltlsialajalflal� "jljfj j�ljfjfj \Ifjlj JAIR.. �I�IL4a�baA' fl�l�l (Iij��ljfjaj�ajljfjllfjlllja ljfjfifjsj �ajflljajljflfjlj \jsjalfjajfj�ilfj \jfp1. PIllllfialllflllaPr I I 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 I I .I\Ialllll \Iliall111lllilill., iflliflalllllllalll ■Illtlala:al "I \Isis" "Illll\Ilialfl\ 1111 \I \I \Ialalal \I \I \I \i "I��r -• I�ISlalsia :lllialalalllflfl "I \lalalslll \Isla"" Ill \Itla! "1 \Tai \I \I�Il1 \l "I "Ill "1llf�. _ nflllllal \Illllalal "I!I "Ialllal \ItAI.. AIlI "Illalalala ill/ I\ I\ Il1aI\ Ialal \ItI \Ia1lI \IaIfIfltlllajalf alallltlllllllalalti► lllllial\ 1" 1llalllllal" laltltlllalflal/ Ialalalalalalalalba {iialllalllaltial /Ialap" 1411 "IIIIItItI \Ill \Ill /ISI \Ia .ItI\Ill"Iap, j \i "l "I "I" ! I\ Illllalllalllalalti\ illfl\ IfIfltlsi l:l!"ifls:alsl" \IS1 "I "I\I klalmallI \Il1�i�I�I�III�I�IIII Ill\Il Ialallillllll /I "if1 \I \ISis!tilllalllll \Ill \Iallillllal "1��. ..... i anti \�U�.��li "i..,- .- t�lllalllal "I /I "Ialll "I!I /IAlll\I "1 "l \Ills""" /llllllillaill \I!I!I" .... ... .. . ItISlalalli "I "Illalfial "Itlalslfl "I "I "I "III "IaItI "I "Iti "IaIfI "llja alt a Ilia al alas ■laalaa tall aaaa as \aaala \ \. I•Illalllalllalll•IllalA Ill\ I\ Ialal \Ialllllalalllalal \Ialalal I Ill I I I I I I I I I I I I I I I i l l l l 1 1 1 1 1 1 fj�lslsi" I"! ti" I■ Illalal \ISI \Itltialsialtlll "l "ItI \Ia1 \Ill \Isla""" "Ill \Ill Ills"\ Illllllllllllllllllalllallilllilll Ill\ IllllalllllllAl"Itislllllalalar 1 PARAPET fj�ja:!!! 1llllalalalllllllfallBillal alalalalalfl \I!I!!illlllll!!!I \I!I!:llflfl 11lI\ I\ I! 1llfilllllllillfl!!! I! I! 1! i\ I! I! 1! lllflflllllllllllll \!!I!I!lllfllllj.�. -_ : Ifj�j�laIAI41tI�IM I\ I\ I\ 1�1�1a1a1all1alalalAlalll�l�lll ■Illalllflllal \IallllLlll�l �I�Ilillllllllllllllll�Illlllllllillll�lllllllalalalll�lllllllallllll .Mail.. lllll"I - -- - - j- TOP/ FLOOF INDONESIAN i mammal IVORY BOT/ BEAM ::ii Mi t EVEL_ O1 LEV. = 6.40' I NORTH ELEVATION SOUTH ELEVATION ANDOLUSIAN -,,- CLAY ANDOLUSIAN CLAY cn SW 6385 DOVER TOP/ PARAPET WHITE 60 - — TOP/ PARAPET 4 ALUM. GUTTER ALUM. GUTTER N BOT/ BEAM _ _ _ BEYOND �SW 2326 ❑ ❑ BEYOND M - - - - - INDONESIAN - - - - - - - — IVORY OPEN M p d i 42" HGT. ALUM. ° - -- - GUARDRAIL-,,, LEVEL 02 ELEV. = 18.40' ;:FEMi' LET —= 17.00' o SW 6385 DOVER CHARCOAL ° WHITE�� 7SW85 DOVER ALUM. N OPEN WHITE OPEN _ OPEN OPEN j SW 6385 DOVER WHITE 6385 DOVER TE 1RCOAL M. 2326 ONESIAN ZY 4 rn I d- 4 I (2 N 1 ■ _ M I � 0 I cV LEVEL 01 ELEV _ = 6.40' TOP/ ROOF I BOT/ BEAM _ 42" HGT. ALUM. GUARDRAIL BEYOND LEVEL 02 ELEV. = 18.40' FEW ELEV. = 1750' LEVEL 01 _ ELEV _ = 6.40' _ WEST ELEVATION ANDOLUSIAN CLAY OPEN GUARDRAIL ME ME INN ME! I No ME no ON No CHAR IN ALUM. OPEN I� SW 385 DOVER OPEN WHITE EAST ELEVATION ANDOLUSIAN CLAY --, FLOOR PLAN SW 6385 DOVER WHITE 42" HGT. ALUM. GUARDRAIL BEYOND SW 6385 DOVER WHITE NORTH "�� "� `"'„�. 1' 0' 2' 4' 8' 12' 16' SCALE IN FEET: 1/8" ELEVATIONS A3e01 ORIGINAL RECEIVED MAY 15 2007 PLANNING DEPAR'T'MENT CITY OF CLEARWATER 4 r a I - n I 4 M it c c i n MUL �� ajllallla Ill/ jajfl \jli"IlI \jliljljljll "jfia\ 1111111• Ialll /I \I /i" ICI\ IaI/ Iflllljflllilllllllllllllll \ISlalllllljsiai\I /I\ Ill \I /I /I /I■ Ill /1 \I \1 /I /1 \I \i■Iljfifl \Ili \I \i llll•IlP'.. l�►tl\Ialslll�tlj aIslal \Ifl\iflfltlsialajalflal� "jljfj j�ljfjfj \Ifjlj JAIR.. �I�IL4a�baA' fl�l�l (Iij��ljfjaj�ajljfjllfjlllja ljfjfifjsj �ajflljajljflfjlj \jsjalfjajfj�ilfj \jfp1. PIllllfialllflllaPr I I 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 I I .I\Ialllll \Iliall111lllilill., iflliflalllllllalll ■Illtlala:al "I \Isis" "Illll\Ilialfl\ 1111 \I \I \Ialalal \I \I \I \i "I��r -• I�ISlalsia :lllialalalllflfl "I \lalalslll \Isla"" Ill \Itla! "1 \Tai \I \I�Il1 \l "I "Ill "1llf�. _ nflllllal \Illllalal "I!I "Ialllal \ItAI.. AIlI "Illalalala ill/ I\ I\ Il1aI\ Ialal \ItI \Ia1lI \IaIfIfltlllajalf alallltlllllllalalti► lllllial\ 1" 1llalllllal" laltltlllalflal/ Ialalalalalalalalba {iialllalllaltial /Ialap" 1411 "IIIIItItI \Ill \Ill /ISI \Ia .ItI\Ill"Iap, j \i "l "I "I" ! I\ Illllalllalllalalti\ illfl\ IfIfltlsi l:l!"ifls:alsl" \IS1 "I "I\I klalmallI \Il1�i�I�I�III�I�IIII Ill\Il Ialallillllll /I "if1 \I \ISis!tilllalllll \Ill \Iallillllal "1��. ..... i anti \�U�.��li "i..,- .- t�lllalllal "I /I "Ialll "I!I /IAlll\I "1 "l \Ills""" /llllllillaill \I!I!I" .... ... .. . ItISlalalli "I "Illalfial "Itlalslfl "I "I "I "III "IaItI "I "Iti "IaIfI "llja alt a Ilia al alas ■laalaa tall aaaa as \aaala \ \. I•Illalllalllalll•IllalA Ill\ I\ Ialal \Ialllllalalllalal \Ialalal I Ill I I I I I I I I I I I I I I I i l l l l 1 1 1 1 1 1 fj�lslsi" I"! ti" I■ Illalal \ISI \Itltialsialtlll "l "ItI \Ia1 \Ill \Isla""" "Ill \Ill Ills"\ Illllllllllllllllllalllallilllilll Ill\ IllllalllllllAl"Itislllllalalar 1 PARAPET fj�ja:!!! 1llllalalalllllllfallBillal alalalalalfl \I!I!!illlllll!!!I \I!I!:llflfl 11lI\ I\ I! 1llfilllllllillfl!!! I! I! 1! i\ I! I! 1! lllflflllllllllllll \!!I!I!lllfllllj.�. -_ : Ifj�j�laIAI41tI�IM I\ I\ I\ 1�1�1a1a1all1alalalAlalll�l�lll ■Illalllflllal \IallllLlll�l �I�Ilillllllllllllllll�Illlllllllillll�lllllllalalalll�lllllllallllll .Mail.. lllll"I - -- - - j- TOP/ FLOOF INDONESIAN i mammal IVORY BOT/ BEAM ::ii Mi t EVEL_ O1 LEV. = 6.40' I NORTH ELEVATION SOUTH ELEVATION ANDOLUSIAN -,,- CLAY ANDOLUSIAN CLAY cn SW 6385 DOVER TOP/ PARAPET WHITE 60 - — TOP/ PARAPET 4 ALUM. GUTTER ALUM. GUTTER N BOT/ BEAM _ _ _ BEYOND �SW 2326 ❑ ❑ BEYOND M - - - - - INDONESIAN - - - - - - - — IVORY OPEN M p d i 42" HGT. ALUM. ° - -- - GUARDRAIL-,,, LEVEL 02 ELEV. = 18.40' ;:FEMi' LET —= 17.00' o SW 6385 DOVER CHARCOAL ° WHITE�� 7SW85 DOVER ALUM. N OPEN WHITE OPEN _ OPEN OPEN j SW 6385 DOVER WHITE 6385 DOVER TE 1RCOAL M. 2326 ONESIAN ZY 4 rn I d- 4 I (2 N 1 ■ _ M I � 0 I cV LEVEL 01 ELEV _ = 6.40' TOP/ ROOF I BOT/ BEAM _ 42" HGT. ALUM. GUARDRAIL BEYOND LEVEL 02 ELEV. = 18.40' FEW ELEV. = 1750' LEVEL 01 _ ELEV _ = 6.40' _ WEST ELEVATION ANDOLUSIAN CLAY OPEN GUARDRAIL ME ME INN ME! I No ME no ON No CHAR IN ALUM. OPEN I� SW 385 DOVER OPEN WHITE EAST ELEVATION ANDOLUSIAN CLAY --, FLOOR PLAN SW 6385 DOVER WHITE 42" HGT. ALUM. GUARDRAIL BEYOND SW 6385 DOVER WHITE NORTH "�� "� `"'„�. 1' 0' 2' 4' 8' 12' 16' SCALE IN FEET: 1/8" ELEVATIONS A3e01 ORIGINAL RECEIVED MAY 15 2007 PLANNING DEPAR'T'MENT CITY OF CLEARWATER / 1 k, N RIM EL - 3.92' i SE INV EL = - 7.15', 15" VCP S INV EL - - 6.52', 8" VCP k L� SW INV EL = 1.20', 8" VCP FN&D _ N RIM EL = 3.97' NW INV EL = - 7.13', 1 RLS 3616 POINT OF CURVATURE �►� (7�1C �� SE INV EL = , " VCP / N INV EL = -6 6 .0 82' 15 (NOT FOUND) 115 VCP 165 �1 k1g GRAPHIC SCALE - g01 X59 s 1 0�1 g,�0y °g�Re g!� gg� 0 30 60 G GV .�l b11 2' CONIC CURB r31 yyg b59' X13 g1 N RIM EL = 4.90' `�><j 4' CONIC WALK k9 0 SE INV EL = - 7.61', 15' VCP b' S I SOUTH GtJLFVIEW BOULEVARD NW INV EL - 7.57', 75" VCP g eg g 0 ( IN FEET ) (R/W WIDTH VARIES) gry = 69.45' 0 70.0' (P2) b ery bg ery 1 inch = 30 ft. +''• r N RIM EL = 3.90' 7 kh'` ky1 ASPHALT PAVEMENT I. NO kip k• k• k• " " GRATE EL = 3.25' + + •b , + + + TBM 65546A + + + + FCM 4x4 0.5' CONC WALK N INV EL = 1.82' k0 NE IN EL = 1.48', 8" VCP k• + + 467.74 (L, FOUND BOX -CUT FIR 16644 POC GRATE EL = 3.40' RB 0.7'N 8" RCP B/C S INV EL = 1.71', 8" VCP w INV L = 1.25' W INV EL = 1.50', 8" VCP N54'25 30 W ( F) IN CONC WALK B/c 10.3'N 5A O 1 1� EL = 4.69' 06 10.3'N 0.21'S, 0.15'W NW CDR OF ►fo 'y 6 g fi° b. 9 +�. ry 00 LOT 1, BLOCK C FCM 4 "x4" !'� yry ?� �E b 40ry0 b' N' 4`�4 b'' g0 e3k "' 6� OE ��O g �� 3.66 b 3 k'� �C 4• t� '4.61 b1 4 b• �' b• 6 4 g0 0g 9 Cfl 9 BAYSIDE SUBDIVISION No. 5 NE CDR OF LOT 43 gS+ f t9 G hbcf� Rg WALK 4� `b 2' CONIC CURB 4 4 '� 4 4 4 '� 90 b• 2' CONIC CURB k• ,�k 4k�0 k1 g 11 b 61 PS 38. PG 38 SUBDIVISION LLOYD-WHITE-SKINNER )a9 D4WV* 0.8' OHL GI n1y ry HYD 4. 6 TE o GV ><S gry k gk,1 (NOT FOUND) PB 13. PG 12 (L) k- k' k� 3� �6 d > k• dy >...0 kp4 GV 65.14'.Q G 4' CONC WALK V CONC WALK k• 11" 11" wV k• k• b9 4' CONC WALK k• 11" e g gb 8 N54'25'30�'W (L) 178.05' (P2) 11 11 11 11 11 1" 11 11 10 15. W. k1 k 0 - POINT OF k�k� ? "" 11 >< ASPH k• ° 71f:5.7 p POINT OF CURVATURE CURVATURE 4.5' k• 18 " ®k TWO k. s39C� sr 0.5 CONIC CURB s4 try bry S, k ry HYD �� �� g �k FIRE DEPT 0.5' CONIC CURB WV s? ti (NOT FOUND) 1 k• 0 of k. k• k• �j li R'`� 1� k• b ® DRIVE 7( a k• o HID Ct FENCE k� k• `� k- ? k• k• k• g ? k' CONNECTION k� GRATE EL = 4.59' (NOT FOUND) MASONRY 0.9'E �i TRANS g.1% 01 SIGN #J. k6� "� � 1i9 FIRE DEPT S INV EL = 3.09', 12 "PVC WALLS 11" ON CONIC 01 k A% 00 k�6`I 0g g ?� k' b9 kg ASPHALT g�11 r_ CONNECTION E INV EL = 3.13'. 12-PVC AND ®11 I I ,1 k• 69 g, 0 k, g 01 6 11 g1 g1t BFP's g �r i��f b METAL NEWS k' b k1 0 k g '� PARKING + + g. 1 $ DIA GATES ®11' STAND ryk 6,,1 ASPHALT k01g g$t k1 + gIt �► MASONRY k try g ON C/S- k8g bk�9 k1 ry.1 PARKING .y1 k� �3 k' �� y,1 yfj lk COLUMN •� + + g O = TBM 655468 k g g g 1.5' HIGH g g kry - I g g k b1 k� WALL 0.1'E ° FCM 6" DIA 9b+ + + 10+ MASONRY + + +g 3.0'x1.8' 1.8'x1.8' oil .�O g 1g.p 1B k� g`0$ k•g'L gym YI B/C MAS MASONRY MASONRY 0) 3 k k' CONIC r>r a 0.8 W t- °vaf IN C/S � 1.8'x1.8' COLUMN COLUMN 616 + � .�? • 13 3 WALK EL - 4.15 j MASONRY j- OVERHANG g9P gory O� g13 ASPHALT 01 5 6'E COLUMN 6M9 + PARKING ° < `°II �� g�' _ U U1 'o `t 12" U) b5 6% 91 I 1b 60'l g9`1 6�1 kg 1 g9 6 1 kg m 19 S I a +g' +g' +g ASPH DRIVE + °' + + + 6 6 4 1 g g ok 1 •e ® � ! - + ( 1 6�.�6 6,� � g9g1 ,�• O, 6�0 g+ 6,b N 6 alb 5 -o g`1 t O W 9ry+ ,1+�+ 1 S ®" 0 6' I 6• �e� 3.5' CONC WALK � 7 gOg hb g 30' "® 6ryO NII , � 9 1b 0.5' CONC CURB- 9 '�? ..I N 628' :ITEPS 6 1 2" 65016 Z g:1• g ?j CONC B.S� r MASONRY 9 04 @ �r o G1 69k`Y g°911 I RAMP �p ��C9 CONIC 17.1' WALL 6' Sga 111" Gis G7 6 6 4.4' - 196 ` Or b b11 g 0 6� g93 616 6k1 6 6k3 g'` w d 9 O n° Z c� + + + + + + . 44. 4 c/g 6 6�!)i' 0 Y-_ C) 7Gt j +6 60ry I 6' W/F g� 1 $g ?0.5'CONC66� °iP 5 �p odd In 9 , 29 "`t9 1.7'x1.7' $ G v 1 6 b MASONRY GREASE CURB GRATE EL = 5.70' y ' �• FF ELEV = 7.90 � + COLUMN TRAPS i? 1 CONIC c tj�i+k g4 N INV EL = 3.71', 12'PVC mo 3.0'x1.5' to I ASPHA0 PARKING CONIC CONC RAMP CONIC ® ad MASONRY FLOOD ZONE AE (BFE 12) m a+, ti �i S INV EL = 3.70', 12" PVC y _I Il�ii �y ye. 1 E INV EL = 3.95', 8 'PVC 6 4p 9e b'L 11' ) L j CONC 0 ® 9 1MI� ® 109 � ® g b 6�hP Z ASPHALT 6 6 6 g1 1 00 1 cA k1 ys p .� �" FLOOD ZONE VE (BFE 13) 6 1 6 0.5' CONIC CURB '1' J I > W (r I PARKING 6 e 1 s 20' . tJa fr > 6k EM C 9" 7• m (REVISION 1) TRANSFORMER CONIC 68� W 6�5° lb- a(J• > 66 k 7" + k`1 6, O 0.5' CONIC CURB 1 1 g� 10" 5' o ON C/S 6'' RAMP �� 0 6 �+ frfT Z 6!1 6' 6'1gy ?� 69 6 1'L 69 'j ,� m �. �` 9I 1� 4 �e r 0.5'CONC 6' BS 6 a g0'3 P3 !� `I �' CURB g + •� > V� � O 1 6 � oss 5. 98.3' r .12r `Yy � • s C - y mom 1 W J i I� ® COVERED CONIC FIRE DEPT y� , 1� 5' W/F N ✓ 6 9g GREASE ../ ftftl ZE- CONNECTION j �' �d ,� = O 6 TRAPS M N 3- 5' CLF RAMADA INN x \ v Aga GRATE EL = 6.16' 0 Llj eY S I p / +6 +6bry +6 1�1 RAMP 521 S. GULFVIEW BLVD o � 0,3 N INV EL = 3.87', 12" PVC �3 C� '�9 '7e? ^ O'rW 5' W� 1 A/C a �' flU 5' CONIC CURB b:- 6' 6 S INV EL = 4.17', 15" PVC Z a ,� 69 1 I 1� MASONRY BUILDING c s /F # �'` - 66 °P� U J k v ON AND 6' W ' rS X33 9 1 --_� i'� 6 Y o+ 6 1 1� SUBJECT PROPERTY AREA / +e a +6 bury ry,+ IbP I Y ° +6� 6�0 ,1 6.6 212,075 SQUARE FEET a MASONRY bg� LU O O• +6 3 b9 0.65' WIDE (TYP) tz O o M 1 8' lo" (4.869 ACRES 2 O0 O• • 0 0:6- 1�0 0 0 1.3'x1.3' to to g th M 606 6 eB�S6 z •1' a) 19g y(° 01 9g 96 0g 00 9k 10 a, o gry MASONRY y CONG 6' MASONRY w 199.6 S) 1 1' 1 126.2' '1' 1 1 1- 0 5.9' �66•s COLUMN N N rn + e I 0' (REVISION 1) 1 •O W� GRATE EL = 6.06' 0 J m �' + 1 c 16k ®7` 7" 7" 7" �, FLOOD 3 0� N INV EL = 3.62', 15" PVC a- ALT N < 10 ASPHALT ® '°qty ® ® ZONE VE now < a �_k9 PLANTER PLANTER W (BFE 1 •�i V= '� FREEZEU ' ' ' �KI� J s so= l ` 1ok s1f� 1. ® r� I I I�'ue �, 61$ G 1 -- - 0 1`' 1 k9 k k 1 9 PLANTER FLOOD ZONE 1`L e L +6 +6 6� r MASONRY WALL -1 o, � " 6 + ��51 g 1 1`' NE VE (BFE 14 1' L +� o LrJ t, 0 6. o W F �`' 0 1 ) F r/I a -0 0 �• o� HOUSE 1`1 6 7 ;a 5 �� 9 7- �; b %s TRANSFORMER F- o 1 CONIC gk 16 ® M '^ONRY WALLS 1 Z �' + CONIC WALK 203.9 add 0 1�e 160 1 MA ONRY BUILDING eoo (;%+ L!ER CONSTRUCTION) 600 ," 6 k Z� °y° WALK ER (OTyuNEi �1 5.7'E 609 �0i 1• Or 11 1 10 7" PLANTER 13" FR1:EZ bry n I 1 ry 12" d e• Sg B1S� 6' c + 6 .�k Se "1k 6 10 5,c�at 8' MASONRY B/C = 69 I 1' 12" a CONIC 1 1 1 1� 19 1 12`1f,av6a k� WALL 2.0' W 9 1 0 8 W a + m 7" 6 b$ ���^^CCCr���y 6.ON 0.65' MADE (TYP) to MASONRY 1 12" 12 a # 10" w POOL KIDS 11 RIM EL = 6.86' ; 63g9 7¢( 6 ?�A 6 9 gry < 1 1101 j6 POOL BOTTOM EL = 0.86' 1 k SCO 1,1 x 640 6 + ?% b 691 6 Ok 1 ggb 7. N INV EL = 4.76' + o + ' i W 9 B 6 6 6 t sI 2 �: e0 4" PVC 6 �Ok 0 bok 6cA METAL e'Str METAL mom now T , 6 6 SHED �l c" STEPS 1 HIM I 6X66 . 6 9 � 1� 1� 1`� 1 k (REVISION 1) 1 M �e�a sew �� Z 196.5 X11. 1• CONC -A 00 r� CONC giS 2` 14 . g FLOOD �ZONE �VE (BFE 14) 0 EL = 0.69 6 ASPHALT 0 s' cLF + + .1k 1 I611RIS 1• 7• ( 0 TT �° H UKIV P- GRATE INLET 6�0 1 1• $�g,3 24" 0>� 1, + g9 pk FLOOD ZONE VEE 16) � 6+ S INV EL = 4.89' 1 �`� g 6- WOOD PARKING o GRATE EL 5.14' 6 CONC 1 1 1• 1 -0 1 621' ` 6'3 4 PVC 11 60 t5b S FENCE + rya 6 b 6k0 INV EL = 2.60' 6 CONIC �9 k9 + g 6• > + fig' +g' g' GI1 6 g90 I 6 15" RCP b� CURB 1�16g 1 1. 1 yO +14 `192? COVERED CONCRETE b- 6 4b- g�9 @ �Bd 61 WOOD gg1 6p DUMPSTER 2 W IUMM man 1 6� GI F {� MAS �,g'L 6 1 4k66 16 0 S 1k FEiJCE GATE ON CONC FENCE k1 ry e STEPS ) 1 MAS �� 61 6 g16 S Se)2' MASONRY 661 k cif g19 g1�1 �` 6,° FIR 5/8- O.rE S� 6 96 6 6'F 6�6 e'eg Y 6� S, 'Si STEPS glb �B WALL 66 g1 +6 + + 6L0� d'�0 6 .�9 ®t5• + / S 6' 6 0.5' CONC CURB 6 `�tt .la 1 �(1 nTIKTI k9 s g. 6b g• ?� 1. LB 3889 6 '4.` E 4 ?! I m:'1- 1ffi fib !I®Oi ii i ry 9• g CONIC g CONIC OP 4b 9 g g S� 9 CONIC S �i g Og 11 4• 25 W0.5'CONC (NATNESS) e 9 B 3.9'x3.0' 1010111 a= ASPHALT 6 g• 6 9 TIKI HUT * .. CONC bry "bill 606 ?B 61k Sa�M1 gryg 6 L6 g� UM � ® 6 ® 211, 99,E g95 S FENCE B mom .rte b 6 6• 6 C/S 3.5' METAL�� 6 CURB 6A 99 1.r MADE CONCRETE SEAWALL ,% ` 0� ? bry 6 gyry 6�6 ?B g g 0.5' CONIC CURB t Sf�� g a5 CONC arks Ila 6 TWO 1.5'DIA gb�ry9 g`I g'A g' g!` yfb t.r MADE CONCRETE SEAWALL br. S ,� MASONRY 6' `10 6 g�1� ryk 1.r 3.5' COLUMNS MASONRY INV EL = 1.47' g y 6' 6 sq 18" METAL STEPS 8' PVd ASPHALT 9 39 C RNERi �m� FENCE FXC (WITNESS) 1 127.3' (C) TOP EL = 3.63' EgS SO CONIC PIER ON SEAWALL Cn WOOD WITH DECK I ��� <O W I 5' SIDEWALK & PUBLIC III + M� h F Ob NO CORNER z 1 ACCESS EASEMENT I o>: O'- ��+ lC+� LO �O FALLS IN WATER 3r -CITY OF CLEARWATER I c�'I7�11� + l� O0 NF o ORB 4372, PG 1874 & PERMANENT NON - EXCLUSIVE EASEMENT ORB 4367, PG 858 FOR PUBLIC BEACH AND CDNSTRUCTION $1 ' (�F ��'�► F �e ..� OF A PROTECTIVE BEACH BERM AS NO ALLS IN �S /Dry FF 16 N DESCRIBED IN ORB 5776. PG 121 (R1) GULF OF MEXICO �J 61 CLEARWATER PASS 001 1 TITLE: BOUNDARY AND TOPOGRAPHIC SURVEY OF THE RAMADA INN SECTION 17, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER BEACH, PINELLAS COUNTY, FLORIDA THIS SURVEY�'iS . VAttD •Mll, U,T `-4iE SIGNATNRE AND ORIGINAL 1140. SHEET INDEX RAISED SEAE'0�' f(LiD-Rf•[ LICEWSEQ SURVEYOR AND MAPPER. e ,'1�;�`;., ., ;� 1 SURVEYORS REPORT, MAP OF SURVEY Y'��,�1. i. yv j�' DIY � DANA•• A?, V�YLLIE _,;, ',pKO,FSSIQNXRyf�OR AND MAPPER ADDITIONS OR DELETIONS TO SURVEY REPORTS f,•.:ICNSE, t�Ht�'IBER LS;,5874E OR MAPS BY ANYONE OTHER THAN THE SIGNING srA� tlR,` FLORIDA'y', PARTY OR PARTIES IS PROHIBITED 1 SURVEYOR'S REPORT AND MAP OF SURVEY: THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER. LEGAL DESCRIPTION: (provided by client) A parcel of land in Section 17, Township 29 South, Range 15 East, Pinellas County, Florida, being more particularly described as follows: From the Northwesterly corner of Lot 1, Block C of BAYSIDE SUBDIVISION No. 5, as recorded in Plat Book 38, Page 36 of the Public Records of Pinellas County. Florida; thence run N54025'300W. 65.14 feet along the Southerly line of Gulfview Boulevard for a POINT OF BEGINNING; thence continue N54 °25' 30'W along said Southerly line of Guifview Boulevard. 467.74 feet to the Northeasterly corner of Lot 43 in LLOYD-WHITE-SKINNIER SUBDIVISION as recorded in Plat Book 13, Page 12 of the Public Records of Pinellas County, Florida; thence run S35.34'300W. 400.00 feet to the bulkhead Iins; thence S54 025'30 "E, 316.13 feet; thence along a curve to the left.' radius 534.30 feet, arc 213.63 feet, chord bearing S65052'450E. chord 212.21 feet; thence S77020'00'E. 87.38 feet; thence N12 040'00 "E, 351.56 feet to the POINT OF BEGINNING. ACCURACY: 1. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6 FAC). IS 'COtAERCIAL /HIGH RISK". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT IN 10,000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE MEETS OR EXCEEDS THIS REQUIREMENT. 2. ALL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE. OR DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY. 3. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION RELATED TO THIS SURVEY IS BASED ON A LEVEL LOOP, USING DIFFERENTIAL LEVELING TECHNIQUES. CLOSURE ACHIEVED IS 0.02 AT 0.340 MILE LOOP LENGTH. WHICH EXCEEDS THE MINIMUM ACCURACY REQUIREMENT CALCULATED AT A MAXIMUM MISCLOSURE OF 0.040 FEET. DATA SOURCES: 1. BEARINGS ARE BASED ON THE SOUTHERLY LINE OF GULFVIEW BOULEVARD, BEING ASSUMED AS N54 °25'30 "W. AND IS SHOWN ON MAP OF SURVEY. 2. THE PLAT OF "THE LLOYD- WHITE - SKINNER SUBDIVISION', AS RECORDED IN PLAT BOOK 13. PAGE 12 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. WAS UTILIZED IN THE PREPARATION OF THIS SURVEY. (SHOWN AS (PI) ON MAP OF SURVEY) 3. THE PLAT OF "BAYSIDE SUBDIVISION No. 5 ". AS RECORDED IN PLAT BOOK 38. PAGE 38 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA, WAS UTILIZED IN THE PREPARATION OF THIS SURVEY. (SHOWN AS (P2) ON MAP OF SURVEY) 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. 5. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). CONTROL BENCHMARK USED IS DESIGNATED OD-!30. PID AGO473. LOCATED IN THE MEDIAN OF PARKWAY DRIVE, IN THE VICINITY OF PARKWAY DRIVE AND BAYWAY BOULEVARD. ELEVATION ■ 4.49 FEET. 6. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF AN 'ALTA/ACSM LAND TITLE SURVEY WHICH WAS PREPARED BY C.A. PETERSON, INC.. WORK ORDER NO. 03 -569, SHOWING A REVISION DATE OF 8/25/03. AND SIGNED ON 9/23/03. (SHOWN AS (RI) ON MAP OF SURVEY. LIMITATIONS: 1. USE OF THIS SURVIf BY ANYONE OTHER THAN THOSE PREPARED FOR / CERTIFIED TO, WILL BE THE RE -USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR. 2. THERE MAY BE ADDITIONAL EASEMENTS AND / OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE FACE OF THIS SURVEY. ONLY THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES SHOWN. COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 4. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. 5. UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED. 6. IRRIGATION EQUIPMENT AND / OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON. 7. SHOWN ANYVHERE ON THIS SURVEY. THE WORD 'CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF A PROFESSIONAL OPINION BASED ,UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THIS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY. 8. SUBJECT PFOPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE ". (BASE FLOOD ELEVATION 12) AND FLOOD ZONE "VE' (BASE FLOOD ELEVATIONS 13.14.16,17). ACCORDING TO THE FLOOD INSURANCE RATE MAP. MAP NUMBER 12103CO104G. WITH AN EFFECTIVE DATE OF SEPTEMBER 3. 2003. AN ACCURATE ZONE DETERMINATION SHOULD BE MADE BY THE PREPARER OF SAID MAP, THE FEDEPAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR,TO ANY JUDGMENTS BEING MADE FROM THE ZONES AS NOTED. ZONE LINES SHOWN HEREON ARE APPROXIMATE AND TRACED FROM A DIGITAL COPY OF THE HEREIN REFERENCED MAP OBTAINED FROM THE FLORIDA EMERGENCY MANAGEMENT AGENCY (FEMA) MAP SERVICE CENTER AT http : / /msc.funa.gov. (REVISION 1) 9. ONLY NON-EXOTIC TREES 4 INCHES AND LARGER IN DIAMETER AT BREAST HEIGHT WERE LOCATED AND SHOWN HEREON. LEGAL DESCRIPTION- EASEMENTS /RIGHT -OF -WAY: 1. THE RIGHT -OF -WAY INFORMATION FOR SOUTH GULFVIEW BOULEVARD IS FROM THE SURVEY MENTIONED IN DATA SOURCE 5 AND THE PLAT MENTIONED IN DATA SOURCE 3. 2. NO EASEMENTS WERE PROVIDED FOR THIS SURVEY. PREPARED FOR: Decade Guifcoost Hotel Partners, Limited Partnership ORIGINAL, CERTIFIED TO: u2 C IVED Decade Gulfcoost Hotel Partners. Limited Partnership PR 17 2007 Jeffrey Keierleber. President of General Partnership, JK Gulfview LLC IPI,,=NNING.Dils CITY OF 1 LEA WA II ABBREVIATIONS LEGEND: A/C = AIR CONDITIONER LT = LEFT ASPH = ASPHALT MAS = MASONRY B/C = BACK OF CURB MES = MITERED END SECTION BFE = BASE FLOOD ELEVATION 0/A = OVERALL BFP = BACK FLOW PREVENTOR OHL = OVERHEAD LINES BLDG = BUILDING ORB = OFFICIAL RECORDS BOOK (C) = CALCULATED DATA (P) = PLAT DATA = CENTERLINE PB = PLAT BOOK C/S = CONCRETE SLAB PG = PAGE(S) CI = CURB INLET POB = POINT OF BEGINNING = CHAIN LINK FENCE POC = POINT OF COMMENCEMENT C PVC = POLYVINYL CHLORIDE CONIC = CONCRETE R/W = RIGHT OF WAY CMP = CORRUGATED METAL PIPE (D) = OFFICIAL RECORDS BOOK 8310, PAGE 2172 RCP = REINFORCED CONCRETE PIPE DIA = DIAMETER RLS = REGISTERED LAND SURVEYOR DIP = DUCTILE IRON PIPE RT = RIGHT E/P =EDGE OF PAVEMENT SCO = SANITARY CLEAN OUT L SEC = SECTION E = ELEVATION EL = FIELD DATA SIR = SET IRON ROD 1/2 ", LB 5776 FIR = FOUND IRON ROD STY = STATION FN &D = FOUND NAIL AND DISK STY = STORY FOB =FIBER OPTIC BOX S/W = SIDEWALK FOP = FOUND OPEN END IRON PIPE TBM = TEMPORARY BENCHMARK FPP = FOUND PINCHED IRON PIPE TO = TOP OF BANK FXC =FOUND X -CUT TOS =TOE OF SLOPE GE =GRATE ELEVATION TRANS = TRANSFORMER INV = INVERT TRAV = TRAVERSE POINT (L) = LEGAL DESCRIPTION DATA TYP = TYPICAL LFE = LOWEST FINISHED FLOOR ELEVATION U/P = UTILITY POLE UNK = UNKNOWN TREE LB = LICENSED BUSINESS VCP = VITRIFIED CLAY PIPE LS = LICENSED SURVEYOR W/F = WOOD FENCE NO. REVISION DATE BY NO CORNER C% SYMBOLS LEGEND: 379-75 TFTM PH. (727) 539 -7196 FAX (727) 539 -0888 LB No.: 5776 FILE: 11356BT.dwg IQUALITY CONTROL: DAW BULKHEAD LINE (L) ) CHECKED BY: DAW ALLS IN WATER � 00.0' = CALCULATED DIMENSION FROM STRUCTURE SCALE: 1 "= 30' � NO CORNER 55475 -30-E (L,C) 316.13' (L) TO BOUNDARY / RIGHT -OF -WAY LINE ° xa°. = POINT OF ELEVATION FALLS IN WATER 315.98' (C) ® = PALM TREE =SIGN cm =BACK FLOW PREVENTOR ARM = RECLAIMED WATER METER © =CABLE TELEVISION BOX DD4c 4 = RECLAIMED WATER VALVE o = CABLE TELEVISION PEDESTAL 0 = TELEPHONE BOX QE = ELECTRICAL MANHOLE Soo = SANITARY SEWER CLEANOUT Q = ELECTRIC METER Q = SANITARY SEWER MANHOLE SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: TEL =GUY ANCHOR = TELEPHONE PEDESTAL DANA A. WYLLIE GI = GRATE INLET ® = TRAFFIC SIGNAL BOX PROFESSIONAL SURVEYOR AND MAPPER � = FIRE HYDRANT = CONCRETE UTILITY POLE LICENSE NUMBER LS 5874 GV = UTILITY POLE WITH LIGHT STATE OF FLORIDA pd = GAS VALVE = UTILITY POLE = LIGHT POLE ® = WATER METER =MAIL BOX WV © = MANHOLE = WATER VALVE = MONITOR WELL ® = WOOD POST TITLE: BOUNDARY AND TOPOGRAPHIC SURVEY OF THE RAMADA INN SECTION 17, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER BEACH, PINELLAS COUNTY, FLORIDA THIS SURVEY�'iS . VAttD •Mll, U,T `-4iE SIGNATNRE AND ORIGINAL 1140. SHEET INDEX RAISED SEAE'0�' f(LiD-Rf•[ LICEWSEQ SURVEYOR AND MAPPER. e ,'1�;�`;., ., ;� 1 SURVEYORS REPORT, MAP OF SURVEY Y'��,�1. i. yv j�' DIY � DANA•• A?, V�YLLIE _,;, ',pKO,FSSIQNXRyf�OR AND MAPPER ADDITIONS OR DELETIONS TO SURVEY REPORTS f,•.:ICNSE, t�Ht�'IBER LS;,5874E OR MAPS BY ANYONE OTHER THAN THE SIGNING srA� tlR,` FLORIDA'y', PARTY OR PARTIES IS PROHIBITED 1 SURVEYOR'S REPORT AND MAP OF SURVEY: THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER. LEGAL DESCRIPTION: (provided by client) A parcel of land in Section 17, Township 29 South, Range 15 East, Pinellas County, Florida, being more particularly described as follows: From the Northwesterly corner of Lot 1, Block C of BAYSIDE SUBDIVISION No. 5, as recorded in Plat Book 38, Page 36 of the Public Records of Pinellas County. Florida; thence run N54025'300W. 65.14 feet along the Southerly line of Gulfview Boulevard for a POINT OF BEGINNING; thence continue N54 °25' 30'W along said Southerly line of Guifview Boulevard. 467.74 feet to the Northeasterly corner of Lot 43 in LLOYD-WHITE-SKINNIER SUBDIVISION as recorded in Plat Book 13, Page 12 of the Public Records of Pinellas County, Florida; thence run S35.34'300W. 400.00 feet to the bulkhead Iins; thence S54 025'30 "E, 316.13 feet; thence along a curve to the left.' radius 534.30 feet, arc 213.63 feet, chord bearing S65052'450E. chord 212.21 feet; thence S77020'00'E. 87.38 feet; thence N12 040'00 "E, 351.56 feet to the POINT OF BEGINNING. ACCURACY: 1. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6 FAC). IS 'COtAERCIAL /HIGH RISK". THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT IN 10,000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE MEETS OR EXCEEDS THIS REQUIREMENT. 2. ALL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE. OR DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY. 3. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION RELATED TO THIS SURVEY IS BASED ON A LEVEL LOOP, USING DIFFERENTIAL LEVELING TECHNIQUES. CLOSURE ACHIEVED IS 0.02 AT 0.340 MILE LOOP LENGTH. WHICH EXCEEDS THE MINIMUM ACCURACY REQUIREMENT CALCULATED AT A MAXIMUM MISCLOSURE OF 0.040 FEET. DATA SOURCES: 1. BEARINGS ARE BASED ON THE SOUTHERLY LINE OF GULFVIEW BOULEVARD, BEING ASSUMED AS N54 °25'30 "W. AND IS SHOWN ON MAP OF SURVEY. 2. THE PLAT OF "THE LLOYD- WHITE - SKINNER SUBDIVISION', AS RECORDED IN PLAT BOOK 13. PAGE 12 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. WAS UTILIZED IN THE PREPARATION OF THIS SURVEY. (SHOWN AS (PI) ON MAP OF SURVEY) 3. THE PLAT OF "BAYSIDE SUBDIVISION No. 5 ". AS RECORDED IN PLAT BOOK 38. PAGE 38 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA, WAS UTILIZED IN THE PREPARATION OF THIS SURVEY. (SHOWN AS (P2) ON MAP OF SURVEY) 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. 5. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). CONTROL BENCHMARK USED IS DESIGNATED OD-!30. PID AGO473. LOCATED IN THE MEDIAN OF PARKWAY DRIVE, IN THE VICINITY OF PARKWAY DRIVE AND BAYWAY BOULEVARD. ELEVATION ■ 4.49 FEET. 6. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF AN 'ALTA/ACSM LAND TITLE SURVEY WHICH WAS PREPARED BY C.A. PETERSON, INC.. WORK ORDER NO. 03 -569, SHOWING A REVISION DATE OF 8/25/03. AND SIGNED ON 9/23/03. (SHOWN AS (RI) ON MAP OF SURVEY. LIMITATIONS: 1. USE OF THIS SURVIf BY ANYONE OTHER THAN THOSE PREPARED FOR / CERTIFIED TO, WILL BE THE RE -USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR. 2. THERE MAY BE ADDITIONAL EASEMENTS AND / OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE FACE OF THIS SURVEY. ONLY THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO VERIFY THE EXISTENCE OF ANY UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES SHOWN. COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 4. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. 5. UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED. 6. IRRIGATION EQUIPMENT AND / OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON. 7. SHOWN ANYVHERE ON THIS SURVEY. THE WORD 'CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF A PROFESSIONAL OPINION BASED ,UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THIS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY. 8. SUBJECT PFOPERTY APPEARS TO LIE WITHIN FLOOD ZONE "AE ". (BASE FLOOD ELEVATION 12) AND FLOOD ZONE "VE' (BASE FLOOD ELEVATIONS 13.14.16,17). ACCORDING TO THE FLOOD INSURANCE RATE MAP. MAP NUMBER 12103CO104G. WITH AN EFFECTIVE DATE OF SEPTEMBER 3. 2003. AN ACCURATE ZONE DETERMINATION SHOULD BE MADE BY THE PREPARER OF SAID MAP, THE FEDEPAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR,TO ANY JUDGMENTS BEING MADE FROM THE ZONES AS NOTED. ZONE LINES SHOWN HEREON ARE APPROXIMATE AND TRACED FROM A DIGITAL COPY OF THE HEREIN REFERENCED MAP OBTAINED FROM THE FLORIDA EMERGENCY MANAGEMENT AGENCY (FEMA) MAP SERVICE CENTER AT http : / /msc.funa.gov. (REVISION 1) 9. ONLY NON-EXOTIC TREES 4 INCHES AND LARGER IN DIAMETER AT BREAST HEIGHT WERE LOCATED AND SHOWN HEREON. LEGAL DESCRIPTION- EASEMENTS /RIGHT -OF -WAY: 1. THE RIGHT -OF -WAY INFORMATION FOR SOUTH GULFVIEW BOULEVARD IS FROM THE SURVEY MENTIONED IN DATA SOURCE 5 AND THE PLAT MENTIONED IN DATA SOURCE 3. 2. NO EASEMENTS WERE PROVIDED FOR THIS SURVEY. PREPARED FOR: Decade Guifcoost Hotel Partners, Limited Partnership ORIGINAL, CERTIFIED TO: u2 C IVED Decade Gulfcoost Hotel Partners. Limited Partnership PR 17 2007 Jeffrey Keierleber. President of General Partnership, JK Gulfview LLC IPI,,=NNING.Dils CITY OF 1 LEA WA II ABBREVIATIONS LEGEND: A/C = AIR CONDITIONER LT = LEFT ASPH = ASPHALT MAS = MASONRY B/C = BACK OF CURB MES = MITERED END SECTION BFE = BASE FLOOD ELEVATION 0/A = OVERALL BFP = BACK FLOW PREVENTOR OHL = OVERHEAD LINES BLDG = BUILDING ORB = OFFICIAL RECORDS BOOK (C) = CALCULATED DATA (P) = PLAT DATA = CENTERLINE PB = PLAT BOOK C/S = CONCRETE SLAB PG = PAGE(S) CI = CURB INLET POB = POINT OF BEGINNING = CHAIN LINK FENCE POC = POINT OF COMMENCEMENT C PVC = POLYVINYL CHLORIDE CONIC = CONCRETE R/W = RIGHT OF WAY CMP = CORRUGATED METAL PIPE (D) = OFFICIAL RECORDS BOOK 8310, PAGE 2172 RCP = REINFORCED CONCRETE PIPE DIA = DIAMETER RLS = REGISTERED LAND SURVEYOR DIP = DUCTILE IRON PIPE RT = RIGHT E/P =EDGE OF PAVEMENT SCO = SANITARY CLEAN OUT L SEC = SECTION E = ELEVATION EL = FIELD DATA SIR = SET IRON ROD 1/2 ", LB 5776 FIR = FOUND IRON ROD STY = STATION FN &D = FOUND NAIL AND DISK STY = STORY FOB =FIBER OPTIC BOX S/W = SIDEWALK FOP = FOUND OPEN END IRON PIPE TBM = TEMPORARY BENCHMARK FPP = FOUND PINCHED IRON PIPE TO = TOP OF BANK FXC =FOUND X -CUT TOS =TOE OF SLOPE GE =GRATE ELEVATION TRANS = TRANSFORMER INV = INVERT TRAV = TRAVERSE POINT (L) = LEGAL DESCRIPTION DATA TYP = TYPICAL LFE = LOWEST FINISHED FLOOR ELEVATION U/P = UTILITY POLE UNK = UNKNOWN TREE LB = LICENSED BUSINESS VCP = VITRIFIED CLAY PIPE LS = LICENSED SURVEYOR W/F = WOOD FENCE NO. REVISION DATE BY 1 CHANGED APPROXIMATE FLOOD ZONE LINE LOCATION 379-75 TFTM PH. (727) 539 -7196 FAX (727) 539 -0888 LB No.: 5776 FILE: 11356BT.dwg IQUALITY CONTROL: DAW DRAWN BY: FTM CHECKED BY: DAW PROJ. NO.: 11356 FB 655, PGs 44 -62 FIELD DATE: 4/16/04 SCALE: 1 "= 30' SHEET OF _ FORESIGHT SURVEYORS, INC. HYDROGF."MC, LAND & CONSTRUCTION SURVEYING A R EY 14561 -B 58TH STREET NORTH, CLEARWATER, FLORIDA 33760 PH. (727) 539 -7196 FAX (727) 539 -0888 LB No.: 5776 FILE: 11356BT.dwg IQUALITY CONTROL: DAW DRAWN BY: FTM CHECKED BY: DAW PROJ. NO.: 11356 FB 655, PGs 44 -62 FIELD DATE: 4/16/04 SCALE: 1 "= 30' SHEET OF _ A �O 1 i F' P C Z V - Gq -TIER 1--o STORM M.%-l- U G T GAS Cp vALv� r 9 9 o CC r cc I -- --..- FC 4 Y,-4 12 u/ — .) - Ji x� Q� a �t 00 00 8a ,.t u 0� Ln ,Q- pn 4 0 if) t!1 0t cJ (f) 15" 51K>EW CHESS �U LI C � G3 E NS eM F.Wr C 1T`�' or 0. R. 4 3'7 2• , F. 18741 u PA�S�CEL ' d� V . - t} - - 7.1 • - A -�•/ M 00 2 ' mLoC,K WF-LL- WA t- L Z _ S`rEP S ..� CUNc- T s FN o. y- C 07 `S-r E R 5 I pE :RN4.4t.,N ENT WON XCLUc,tVC ,A,5EMENT FOR A'C VA °tiN 0 C a N S-r R.0 C -r S o w O F" A\ F''R� `T� CTtiv C C-.3E.4�C isV•R 1 b s o >~ S C- R 1[ = ca N C-Z '�"t �7 G P. t 2 t, GULF OF MEXICO - CL. 2.5 C A° n r' r\ 1• r- 3 I C� . 175 � (R� -T, I cn 1 -4" .. C4NC. RAM C o MCR E-T s RECORD BRCS = S Gr. ° S�.'45 C."- = 2.12. 2t A'R C = 2-1 ''S o C 11 •M —1 (o: 7 7-3 J. . P. 0.E!). FC3 Pot W--r a F uc CoMM �r.cc i~, r ww- �o{z'syo% _ to 540,2 5'-50"W (R) - 1& 7 4- r _ = _1 _.6-3 vat✓v �~ f AX S o of u� 1 RG 112..E 12>L0C � L=� �. o M 4+G4 ,s .u, q 1Z SOVTIA PES. . p. � WE r 6) .�. { . .'S 'u?�� e :� J -, %'ham .� ~� ��- �� ____• R V I .. 1 4, NL I- �J 4 JUN 2 5 2nd h �= QEVELCPI�ENT'SERVIC'ES - �� CITY aI= CLEAR DEPT r.. ' 1NAiE Potr 01 \ Qp d al S 6R) F View 61 u �Lt a MP r4�M- A� 0 c�1 Ica' OVER L ; •� Q E� q 5 Cc'7 PG . i`���t..... - -•°.� S 3, � �`'•' ^:Iii, �"u• -. U � ,Ct'< elm' '�,£ �`, I � :..�A 4 4`�.. - r � }• � �n `,.v�€� 'thy • � i � a� � ` �T .s.,..;�e�j` Yf K' +a.. t'F7P[�• �,�...F;• `yT` }n RAMP I , Yid co, W /1" t v e R RAMP pVMPS'C Z,'� O ,V11 5` $„ E I � � I I I I I f ! i f �`.,, .• �..�, � 3 a s r.. �«LQ PIRG = 21'3 • �2 R - 53 a 30 1 .45' Co N C ^ L C PT LEGAL DESCRIPTION PARCEL "B ": RANGE 15 EAST, A PARCEL OF LAND SITUATED IN SECTION 17, TOWNSHIP'_ SOUTH, B D AS FOLLOWS: PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY FROM THE NORTHWESTERLY CORNER �F LOT 1, BLOCK IC FCORBAYS(DE OF FtN1VIS ON NO. 5, im . r D c , a C li S r 'u c a C c i T i >t 1 1 i , { • - A,. Cr SURFACE REPLACEMENT LEGEND .Ay CJ1 "rC f'i'. �' r, ! I' •r s, t7's f��)f'�, EXISTING ARCHITECTURAL PAVEMENT a i �, Mfr''(, r <� " -' �1 ' %'�i.,,, �s' � � V•°'.•--`_ - _ ' <'i�, 0/6 T PA - PROPOSED ASPHALT PAVEMENT L OJ f G l.'s + qC tiff , T BE RESURFACED /f\♦� ' f EXISTING PAVEMENT 0 �ii :,.; O`,'�.. ,/ '`•,,, `�.� if Q K' c? \.'. "•�, 'r<P INTERIOR OPEN SPACE ` ?`r TT /6 v : t r / r .J ol J K F , c. , N J• a. h J fc•'" alt, �' / �,Y� .� ', nL `\ yeti • ; ' % Al hC fT��\v J� / c j; '' roil ft y 65 EXISTING PARKING AREA TO REMAIN SAC; s, ri / iy J 162 SPACES �c�•y %`� o,�,1 :A .��_ '% /� 1�. ` \\ 'jai:. ✓� ! /!%i < �J, /1rc, }, ty I' • .t41 • ' �i I'' .sue � /' '1 �� j � ``, ` \i `'`�i� `' ^•,, , t N`7 S• LTG ,; . 1 'I C'! �`-. `'s.\. ` "'`.. '� _ _T I._ ' \`�,.\ �i;, Bch ,� � __ - - _� ,.,, ��T1,�•' , � , - - \•., _t C�/ � fl%i �Sz',.r `NCO EXISTING,POQC /AND DECKING ARE N ;r r tr 1 �rHANDICAPPED SM SEE INM NOL 110 WHITE BORDER el SYUDDI. COM WALK RAMP DOW cm w" ME BACKGROUND SEE Ow NM(L 109 BLACK BORDER PARKING BY 51�E ✓RUFF, ' BWE MitfE W IIE SKS PERMIT .� MM 11 wFDIE BJIpcGitgRUD OtR.Y MACK Boom & LETTERS FFI 818 WHITE BACKGROUND TRWTIC WHRE ALL LETTERS NO - Al 1611 l Po TIC rd - f 7T• I I* HANDICAPPED -STALL- DETAIL - f- �-->E- STANDARD PRE - PAINTED DISABLED PARKING SUGN ON Ile THICK SItk�T ALUMINUM r HOT DIPPED GN_VANRED STANDARD WOPIT SMIl, PIPE -a°xr -8• coNK�TE MASS FINISH TOP of MASS LFrEi. WITH A SLGITT RAISED WASH ,iAWITH :) TE1.Y T/Y AB(TJE {LYCL � ilw /lw. GRAPHIC SCALE 30 0 15 30 60 ( M FEET ) 1 inch = 30 it. LEGEND ( TYP) TYPICAL R RADIUS R/W RIGHT -OF -WAY PROPOSED CURB & GUTTER �� �• PROJECT BOUNDARY GENERAL NOTES: 1. ENGINEER /1- ANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD E., SUITE 404 SAFETY HARBOR FL 34695 P. (727) 793-9888 Bus ( 727) 793 -9855 Fax EXIST. SIGN LOCATION 2. SITE ADDRESS: 521 SOUTH GULFVIEW BLVD CLEARWATER, FL `� '', \ h'�;r ^• c` :;� ` PARCEL ID: 17/29/15/00000/220 /0200 �5�• ZONING: »T/A 3. PRESENT USE HOTEL J � � ,� � �' l`! q�p `F •yam. ��% /� /� "<r'.,4�,�' ` \:' AON3,T'Q� '`';�,;.� .•' 4. PROPOSED USE: RESIDENTIAL HOTEL '?�:- J� -. r. `•:, �,�'' .,�?`,. • '`boy, oT ` •. �• s % `> f `'�' `< Rig /,yp q� ,l, `��.,• �. 5. TOTAL PITE. AREA: 212,148.00 SF 4.87 AC r: CGrS 6. TOTAL BLDG AREA: 365, 562 SF sly, (2) H.C. RAMP PEI2"•F�101 INDEX #'3'04__ W/ TRUNCATED DOMES ~�:.'�.. ` MATCH EXIST. CURB 7. SETBACKS: REQUIRED PROPOSED f rye: (1)R1 -1 STOP SIGN & STOP EXISTING PAVEMENT W/ ::��.-' - 10 -15' FRONT 15.00 BLDG. TOP CaA7 PAINT K^,�5� -_ s - _ 3.52 PAVEMENT MIN C,c1c� MATCH,"MIST CURB ~ ` ____ 0 -10' SIDE 13.22' PAVEMENT MIN 7 i <: ,• Yy> -' r .��,' �\ '�,, �.,�`CJ/ " -�•, - - 10 -20' REAR 28.66' BLDG. :, j ' - ,,. 1 • (2) C. `KAMP - PER FDOT INDEX #304 , �. 3'> :� .`: • W/ U Q DOMES 19.88 PAVEMENT MIN `` � •'�'r'' °`•:-;�;` `•o � 4f, 8. ALLOWABLE MAX HEIGHT TO BFE 35 -100' FT . :.••. ` NMo r`'" PROPOSED BLDG. HEIGHT TO BFE 128' (NORTH) 100' (SOUTH) 3f :� _ r� `, Aoo c�, �_� o•�:, CCN CONFERENCE CENTER PROPOSED BLDG. HEIGHT ' = `'' :•_: - •:':'� . '. FiQ'I'S�6 rp .�:;•., �� �- ,= ��r +,•f� ° FROM BFE TO ROOF DECK: 15' -7" 9. SOLID WASTE WILL BE LOCATED IN AN ENCLOSED COMPACTOR � CURB RAMPS P 10. LIGHTING WITHIN PROJECT BOUNDARIES WILL BE SUBMITTED AS PART ><`� °Y TYP. EXIST t `' 1� �f y c COLUMN •=�':�' � � � J ��• y%:; `� U, �••�, R CURB RAMPS PER FDOT LOCATION f� r `s,.'!j INDEX #17346 (TYP.) OF FINAL BUILDING PLAN PACKAGE a y CT1' a r✓ �z I 4 CONC. SIdEWALl4'v �., �' � `,�. ..:�t;'•' : \ ,. -, >�;4 "� t °•, €' ,�: ' �. ~ --�_ Ai, 'fit c° .,`'' , ` ' t+ ;; ; ♦ 1 lytlfl ,.. SIGN 11. ALL DISTURBED. GRASSED AREAS WITHIN RIGHT -OF -WAY SHALL BE SODDED. . a �•`�� •�SI�'•I , -� BARS (TYP.) - 4 CONSTRUCT H.C. RAMP , . 3 l' n o` \ �\ x 12. ALL UNUSED- DRIVEWAYS -MUST BE REMOVED AND P Y • fu f () :. :�f .,€ �. #�,>� �; g � '�•�., .,, V N REPLACED WITH CURB, PER CITY OF f WATER r , :'rK ;t -� :r :,` <a. y ;g) ut 1., '� � q' ; � :�.� .,' �. iF Vii„ •�c� SIDEWALK, AND LANDSCAPING TO MATCH EXISTING CONDiTiONS . •TYP STANDARD DETAIL 1 ti( ),:• AFFIC PAINT .. � �r �Cr:7 '•'. -7- i `� t •.'i' :,;°y,. .ter• - �j/r YS'L1 f! � K�rT IT-.) 't• r, 1 ,<} • P r H.C. STALL:�i+ CITY ..t; r F,9 9q I ';._,.• .��. �,t ; ,•„ � .v�,�a',_, l- •,�r;. _r ,y r.�, 13. REQUIRED -PARKING TABULATION OF.' CLEARWATER c�}.F�j�AIL5 oA, .�� I °.' :: Ji:�.. - �' •' -" _- _ � ' (' 1 1 ) % � ; �. HOTEL PARKING: ( - 1 89 ROOMS )( 1 SPACE ROOM ) n CONSTRUCT H.C. RAMP L H EXISTING PER CITY OF CLEARWATER CURE�LEVATION 189 SPACES (10 HC SPACE S' INCLUDED) STANDAR D DETAIL 109 ( TYP ) PUBLIC PARKING: 0 SPACES TOTAL �: _•• J REMOVE ISTING CURB r ♦ ';' i £ e - ' C�, Lea SIDEWALK TO R� • 6 WAVE RUINERS 0 SPACES. TOTAL QUIP ENT SHELLER 1/j �7% I ! 7 >> ti, -. �A`' TOTAL SPACES REQUIREp: - 189 SPACES TOTAL r ! ( l "� EXTRUDED CURB (TYP.)' r. r MATCH EXISTING TIONCURB ELEVA T n n1 •f Y,s� 5 , :; �� i ; X - S PAVEMENT /4 •.41k. )k• CONCRETE WALK _ a' ; •,, 111 NG AVEME W/ bTOP COAT PAINT 6 HIGH CHAINUNK ;,,r. . ' U� , � , - - i•' =I• ° FENCE W 4' WIDE GATE •�_ •' '� \' � � 'a, <. " ,,, t., �; 12jk26 COMPACTOR ENCLOSURE �,• _ -' - / 'r /• `� :' f';l.' 6• CONCRETE PAVEMENT 14. A SEPARATE COMPREHENSIVE SIGNAGE PACKAGE WILL BE SUBMITTED. .. •.�,- - - - C- j•� '/ •`' • r %ji'/.'{'•` �. ,2 . r o4 j% ,w.:.:Y. i ,�, f:3 t 7 C)i � " 3 WIDE REAR ACCESS DOOR 5' CONCRETE SIDEWALK 15. OPEN SPACE AND RECREATION IMPACT FEES ARE DUE PRIOR TO ISSUANCE OF BUILDING PERMIT. SA` Y ` / / T MATCH EXISTING CURB ELEVATION ii� C`' U �. �� r; ;'�'. 1 � '•1 s_� y4,. ,�♦ � 3 . � � .�?� �/ . f I 16. UTILITY EASEMENTS ARE IDENTIFIED BY THE PROPERTY SURVEY r' • ^ ;ri % % /�r�% j' 6 EXTRUDED CURB (TYP.) 17. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON SITE. ,.; ,;,�,. a; 1 18. THE SITE* iS LOCATED WITHIN FLOOD ZONE (AE) ELEV. 10.00, & (VE) ELEV 13.00. J. . ® �` rf C. 3 ' �h` i TRAFFIC PAINT 19. CONTRACTOR SHALL REPAIR OR REPLACE METAL PLATE COVERS THAT CROSS THE ��` r �f'�� " zy4 f iYl' `' ` SOUTH GULFVIEW BLVD. SIDEWALK ADJACENT TO ' THE SITE. ;ter � � ,�;�,, 4` -•�' .' `�• =�. - - ° 20. A SEPARATE R -O -W PERMIT WILL BE REQUIRED FOR ALL WORK WiTHIN THE R -O -W MATCH Ii CURB ELEVATION {�� \• , �' ' ff% ' - ' RECONSTRU� ` C ' { ' n OF ANY OF THE ADJACENT STREET(S) THAT ARE ASSIGNED TO THE CITY. SEE DON MELONS 11 %%/' k ' �' -' '' -` 1 51DEWAtK- ` Po {�� r 'j (727) 562 -4798 IN ROOM •#220 AT THE MUNICIPAL SERVICES BUILDING. PHASE 1 ,c') 21. SITE DATA'TABLE: EXISTING: PROPOSED: REQUIRED: 212,148.00 SF , A. TOTAL SITE AREA: 212148.00 SF 10,000 SF MIN S� � t Y S h if t a ' :•• 7' l "o B. TOTAL o o PHASE 1 OUTDOOR ' L OPEN SPACE: 18,231.00 SF (8.59) 22 686 SF (10.69) SEATING AREA f�c; . ` , \`�, , , ;/� °''•:''a' ~" �' ' �' C. TOTAL UNITS: 289 OVERNIGHT ACCOMMODATIONS •may $ ::,:,,.. 'r. "•; , r'.S.r A' (l 189 OVERNIGHT ACCOMMODATIONS 40 UNITS /ACRE D. TOTAL BLDG PAD AREA: 28,065.00 SF 35,403.38 SF 5' CONC. SIDE WALK ' �' `� �` ' ' }' , �' +4: '. `� `r ; ` �Fc � `` •.. FROM EXIST H.C. RAMP is TO PROPOSED PARKING, ``' �' * °' ' > E. SIDEWALK /DECK /PAVED AREA: 165,852.00 SF 112,480.87 SF (0.53 ISR) ,, � u ' �; s :•'iaj Sri , •1 / ' AREA y. y, �__F' I�;I- rz ' " F. TOTAL IMPERVIOUS AREA: 193,917.00 SF 0 91 ISR 8 9 0.95 ISR MAXIMUM G. PARKING TABULATION: 244 162 EXISTING PARKING 193 SPACES (2) CONSTRU61' H.C.'RAMI'o• `�\, s `; ��t7t^ '� °� SPACES TO REMAIN PER CiTY OF CLEARWATER `\, qt x '` �. �,� ;_ `�'lt` �, lzs STANDARD DETAIL #109 (TYP.) 55 RESURFACED SPACES '''``'`,•` �,,,� ` `~`, a r ; j'" '. h7 J•J� H. VEHICULAR AREA: 98,482.00 SF (1007.) 86,688 SF - '`•' ,, \ ,s ' f < • ' <�� �T17+ �, _..- ....,¢. -,gym :z.:t:'8- `e,3at'L?�cSN ., _ EXISTING RECONSTRUCTED_,.✓. - `;, y �xE sr��'r • ,�.�. = s'����,r� °�~. SEAWALL TO REMAIN ,A 1, i } .,�� rat .F 5 � . G'' <a ?•: (1) CONSTRUCT H.C. RAMP ~,;\ �'S '' "y ��IV rip ®c a I q� �.� PER CITY OF CLEARWATER- r \ Aw��'C '"- �t,� _d�'. f 1, G E i V G D STANDARD DETAIL #109 (TYP.) �• ~''�, / ` I - um~� �_ '' •.. 'in :�'...m Wit.- -' ..... ,... -. .... ..).... _- - - _�'1"', A (�Q 0 DEVELOPMENT & co, 7j"� 'nlf r>>� .`��'� - -' -c; $ v - :JET•KI BLESS LOCATION �� TN �n7 ; -0 p0 f�. _ -oll, W /'' rH1GH E & NEIGHBORHOOD SERVICES f_ -a � 1'i3 <•'I �. CITY OF CLEARWATER r z A`: nf- r , Z Id Id o .4 w � Lo a z Q w o 0 E- 0 w w � Q � 50o W • z TQ V1 W Z O _ Y r� W 3 U , a•- z L iZ w � o � V> 14 IE--q-I dww V z C IY lil Q `. z f- U U a Z LLI 3 0 W w Q. 50o z O _ Y 3 U U a•- L iZ LL V> Uj dww C IY ry_ 0�0 7 Lo C4 - O - Z LCW ? -U _ ozw wn N mo co w oo ^� N _j w ...J W W w�zo j w W .0 o0W >w� 1-WU z Cd SHEET 4 of 10 a Iv:VI IL. 1 fit 1 L -91L IIU I.W N RIM EL = 3.92' SE INV EL = - 7.15', 15" VCP S INV EL = - 6.52', 8' VCP SW INV EL = 1.20', a VCP FN&D N RIM EL = -7. NW INV E _ - 7.13', 15' VcP �RLS 3616 - - SE INV E _ - 7.03', 15" VCP // N INV EL = - 6.82', 15' VCP 5!{0 y4 6 - �4S 3� SURVEYOR'S REPORT AND MAP OF SURVEY: THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER. LEGAL DESCRIPTION: (provided by client) A parcel of land in Section 17, Township 29 South, Range 15 East, Pinellas County, Florida, being more particularly described as follows: C W� From the Northwesterly corner of Lot 1. Block C of BAY$IDE SUBDIVISION No. 5, as recorded in Plat Book 38. POINT OF CURVATURE Jam--- k Page 36 of the Public Records of Pinellas County. Florida; thence run N154 °25'300W. 65.14 feet along the (NOT FOUND) NN Southerly line of Gulfview Boulevard for a POINT, OF BEGINNING; thence continue N54 °25'30 "W along said k1� ykol GRAPHIC SCALE Southerly line of Gulfview Boulevard. 467.74 feet to the Northeasterly corner of Lot 43 in LLOYD- WHITE - SKINNER 1 p8 CSC SUBDIVISION as recorded in Plat Book 13. Pag• 12 of the Public Records of Pinellas County. Florida; thence run 39 05 C?�R0 y►P+ 6y% 0 30 60 ! S35 034'30 "W, •400.00 feet to the bulkhead:, i;ige; thence S54 025'30 "E. 316.13 feet; thence along a curve to the 1 'r ` left radius 534.30 feet ora 213.63 f�ett''cho. bearin S6S °52'45 "E. chord 212.21 feet; thence 877°20'00 "E. 3 S 1 `Tf 4' CONIC WALK g ��O y11 7 CONC CURB yy1 y� y� r1 N RIM E = 4.90' 87.38 feet; thence N12 °40'00 "E, 351.56 feet to the POINT OF BEGINNING. SE INV EL = -7.61' 15" VP k9 WV NW INV EL = - 7.575, 15" VCP b0 S i SOUTH GtJLFWEW BOULEVARD © IVP �, (R/W WIDTH VARIES) ti ( I N FEET ) ACCURACY: 1 inch = 30 ft. y9 = 69.45' 0 70.0' (P2) .� 1 ASPHALT PAVEMENT So 0� k� kq1 k� k� k� w r k• r y k� k• k + TBM 65546A + + + + FCM 4x4 -I- _ N RIM E = 3.90' g1 + � �. -I- 1. THE ACCURACY STANDARD USED FOR THIS SURVEY. AS CLASSIFIED 'IN THE M I N I IbtU1N TECHNICAL STANDARDS (61 G 17 -6 0.5' CONIC WALK NR NV ELL= 1 82', 91+ NE INV E = 1.48', 8" VCP �-k' + 467 74 (L. FOUND BOX -CUT FIR 1/2 GRATE EL = 3.40 RB WALK 8" RCP B /C� k S INV EL = 1.71'. 8" VCP �' * IN CONIC WALK B/C 6644 POC FAC) . IS 'COMuERC 1 AL /HIGH RISK". THE MINIMUM RELATIVE D i STANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN N INV EL = 1.25' W INV EL = 1.50', 8" VCP N54'25 30 W ( F) 0.21•S. 0.15'W NW COR OF 10, 000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETR 1 C FIGURE MEETS OR 10.3 N '� O 1 1'' EL = 4,69' 91.0 10.3 N LOT t, BLOCK C w w 8" RCP ►M9, Z' A .y �Okk 'S• c,P •yf0� �j ?�9 � • ;,kk O '�' 6p �' $1' •}�� b LOT 1. E SUBDiVIStON No. 5 EXCEEDS TH I S REOU i REMENT . FCM .) ~ Ip © 1 �"r�s� h 61 yy ►� �y� �ye� Sybk 3y90 g0`'gp 3`�`' 2' CONC CURB w� �k 3 �O k1� 1 b91 NE COR40F LOT 43 3�+ >< �cWALK y. •{ 2' CONC CURB 5 "�' k• k1 �w (NOT FOUND) 2. ALL CONTROL MEASUREMENTS WERE MADE WITH A TRANS i T AND STEEL TAPE, OR DEVICES WITH EQU 1 VALENT OR HIGHER THE LLOYD- WHITE- SKINNER J Q9 0.8'N GI •L �+� � OHL k1-11b HYD 4, k• y 6 16 TE ° GV S k'DaGV 65.14'�L) DEGREES OF ACCURACY. SUBDIVISION �t'�9 1>4WVrt 1 k;Y k• *8 k• 1 S k� ><••� PB 13, PG 12 (L) 4' CONIC WALK k• 11' t 1' WV k k 5� a' CONC wAUC k• 1 t" e 4 sq+ 8 N54 5'30 W L 178.05' P2 3. THE FIELD' MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION RELATED TO THIS SURVEY IS BASED ON A LEVEL G 4' CONIC WALK 6� - O ( ) -0 - 11 11 11 it 11 11 1t 1 15" 1f'e8 k1 k• �° 1f� ' POINT OF / k°t`+k°6 »® �? �k'`° 1 t" sr ?�► AsPH }, k• k"� y e POINT OF CURVATURE LOOP. USING ' D 1 FFERENT I AL LEVELING TECHNIQUES. CLOSURE, ACHIEVED IS 0.02 AT 0.340 M i LE LOOP LENGTH WHICH 18 6 c se �r3 sr 0.5 CONIC CURB 1ti 6'L 11 ,� k1 y ® DRIVE HYD Y ,r �e *�+k 0.5 CONC CURB wv s ;u k. o HYD ° ) EXCEEDS TF� MIN 1 MUM ACCURACY REQUIREMENT CALCULATED AT A MAXIMUM M I SCLOSURE OF 0.040 FEET. CURVATURE 4.5' k• k• /S TWO k10 k•y9 '<'�4 k• ! g k•.l'y k• 19•r 9j k• ytb kry �? w� FIRE DEPT `S? k1 �y (NOT FOUND MASONRY FENCE k� k• k• ? k• k• k• �g ,� CONNECTION �/ k• GRATE EL = 4.59' (NOT FOUND) 0.9E TRANS �� 1 SIGN 6 g1 k6 TWO/ 69 FIRE. DEPT S INV EL = 3.09', 12 "PVC WALLS ON CONC y'1'` k� 1 �y k' �1 _ AND 11� yO,k k• k999 k6 Oy k6iD sr'�g� �►�,` y, ASPHALT bko BFP's 'rs�9,� tj• IDS CONNECTION E INV EL = 3.13', 12-PVC DATA SOURCES' METAL tt I k1 k6 5k16 6 k a +h PARKING + + 'r -K 1.8' DIA k1 5 GATES ►A NEWS k 1� ASPHALT 01 y`y k1 6. 66 MASONRY w ®1 i' t STAND 6 19 5'- j1 PARKING kk0 k� 5 �1 1k A + 1. BEARINGS ARE BASED ON THE SOUTHERLY LINE OF GULFV I EW BOULEVARD BEING ASSUIrED AS N54025' 30 W AND I S • SHOWN Qj ON C/S k%P k• k• 91 ti, y 10 5 y COLUMN S " ky1+ Sk0 WALL 0.1'E TBM 655468 k y+ +�. +� p� MASONRY +�1 +�' +Ib. MASONRY MASONRY �I 1 �;e, k� 0 ON MAP OF SURVEY. k• 9 e c FCM 6 DIA 0 WALL +g e• o k• 3.0'x1.8 1.8x1.8 �� 5• y 9 k� CONC h 5 02W ►- 91 IN C/S 1,8'x1.8' COLUMN COLUMN 6,60 1a "R�? 2. THE PLAT OF "THE LLOYD-WHITE-SKINNER SUBDIVISION' AS RECORDED IN PLAT BOOK 13 PAGE 12 OF THE PUBLIC 3 3 WALK EL - 4.15' MASONRY j-o RHANG - 6ry 59ry III 51b� RECORDS OF PINELLAS COUNTY, FLORIDA. WAS UTILIZED IN THE PREPARATION OF THIS SURVEY. (SHOWN AS (PI) ON MAP OF COLUMN ►P + ai S N ASPHALT 0 5.6'E 6• m , `�' ° SURVEY) PARKING a 16k9 1n a 12" 6y 61 91 1 6p'L y9'I 60 s� I y6 I 11 1 3. THE PLAT OF "BAYS I DE SUBDIVISION No. 5' . AS RECORDED IN PLAT BOOK 38, PAGE 36� OF THE PUBLIC RECORDS OF 19 S I ® a + + +6 ASPH •. DRIVE +6' + + + +6' I 6 I 6� a y9g1 1• �' 5�` y N PINELLAS COUNTY, FLORIDA, WAS UTILIZED IN THE PREPARATION of THIS SURVEY. (SHOWN AS (P2) ON MAP OF SURVEY) yy,y1 St�O o 8 0'L y+ 1, ar k1 • 6' ?� 9 -O 12" C9 6' +I 61 9 3.5' CONC WALK � �1 cI3 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. `f' 30' ® p rnl �Bg6 1�g6 1�9 ' ? _ I N 628' STEPS 6' 74 g9 `'� 1b ® 9 6ry N I CONC �3 '� 0 5' CONIC CURB 1 7' MASQ?JRY 61p� 9 t 2' �yti6 o ZO 5. ELEVATIONS ARE BASED UPON THE NORTH AVER I CAN VERTICAL DATUM OF 1988 (NAVD 88) . CONTROL BENCHMARK USED IS 5• 9`I 06 `�� RAMP e.,;p� 17.1' WALL 6• J,' 12' o u=n r r 6•k7 lb- h% +i9 CONC w d 1 11' v �, 7 DESIGNATED D••3 . PID AG0473. LOCATED IN THE MEDIAN OF PARKWAY DRIVE. IN THE VICINITY OF 'PARKWAY DRIVE AND h 5 I 4.4 6�1 ° ° BAYWAY BOULEVARD ELEVATION - 4.49 FEET. p% gy 16 k1 s� k� 6% 1 S/ 1v 44.4' C/S-:-- 6`� 6�'� n°yZ °yC' �O 6• 6• 6• tS• 6• 6• 6• I + + + + + 1 + 6161 I j \ cA 93 6. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF AN "ALTA/ACSM LAND TITLE SURVEY WHICH WAS PREPARED BY C.A. \ s 11 1• ? 6� •`� 29" 49 1.7'x1.7' 0 0.5'CONC 6 °ua °G� �m PETERSON. INC.. WORK ORDER NO. 03 -569. SHOW I NG A REVISION DATE OF 8/25/03, AND SIGNED ON 9/23/03. ( SHOWN AS I 0 MASONRY • GREASE CURB GRATE EL = 5.70' y �• FF ELEV = 7.90 n + (RI) ON MAP OP' SURVEY. o I CONIC COLUMN TRAPS iq 6, s�k p•y1 N INV EL = 3.71', 12 "PVC ASPHALT PARKING CONC CONC RAMP ® �Cdd 3.0'x1.5' FLOOD ZONE AE (BFE 12) m s? 7 S INV E = 3.70', 12" PVC y 6' 9� y'L ►� CONIC CONC9 Mr'MR� is" 1� ®9.1.� ICI yyya�� E INV EL = 3.95'. 8'PVC y ASPHALT 6 by1 66+p 6 ?1 16 9' 0.5' CONIC CURB 11� 1 ' 5 20' N• tit r PARKING a k1 ,•s 1• It�1 +� FLOOD ZONE VE (BFE 13) 6 �� y Z �,, �o LIMITATIONS: t k w (REVISION 1) TRANSFORMER � 83 619 �91ti saw man >�r 11J"s >> U7 +6' M t0" 5 9 7� 1D ON C/S CONC 6/ 6� h e� oy� °4pt� I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR /CERTIFIED T0. WILL BE THE RE -USERS SOLE RISK Z k 7" 6 w`� 61 a ?� 600 6�, 0.5' CONIC CURB 1.y1 6�1 �6; 5' n 1!s ¢'� 40 tp 0 - �8 7' O.cs'uCRB c 6 e� RAMP +6 �' � � 6�� I�O�W� � W 1 THOUT LIABILITY TO THE SURVEYOR. 0 I 6 goo 5" 99.3' �' G� Is �+� own 6•.127' �y M y 2. THERE MAY BE ADDITIONAL EASEMENTS AND / OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR MAY NOT BE > I W Cn ® rpl� �� 200.3' -two �° ® COVERED CONC FIRE DEPT �� , 1� 5' w� � 0`' TRRAPS (��"� FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. I Zi- CONNECTION 4.3' �* tt.e' = O 10+ eye++ :/' 1� M N R AM ADA INN N 3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY 5' CLF r�9 x C) GRATE EL = 6.16' 9 6 •y11 6 CONIC 521 S. GULFVIEW BLVD 1 G 6�;s S INV EL = 4.si t5" Pvc �� AAPPPURTEYNANNCE tE�ACHSWERE V "SIBLEFFROM GROUND SLEVEL V 0• THE OSURVEYOR oN� THE GACTUAL DAY LOFITHE AND WERE --% O /7'W + 1 • RAMP 5' W/F so, rr1 6' �b LOCATED. NO ,l3XCAVAT I ONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE .SURVEYOR TO VER 1 FY THE' w Q ^+� I w 1� ;., NINE STORY A/c ,0.5' coNC cutte 6 1 0 Z 0- 69k 1 MASONRY BUILDING ON ; AND V W/F ro.9� OPT EXISTENCE OF ANY UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE Z ,. U I o ./j + 6 6•k ,�) UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES SHOWN, COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN M 3 3 + e1 ok r` 1' SUBJECT PROPERTY AREA y e, + 6 6ti s1021/IcE OR ABANDONED. Y N I +6`' 61� �1 6" s 2129075 SQUARE FEET � ? WALL MASONRY 66y G� 4. PR I NTED D 1 MENS I ONS. SHOWN, ON THE SURVEY SUPERSEDE SCALED D I MENS I DNS • THERE MAY BE I TEMS DRAWN OUT OF SCALE LL! 8» 13 3 g9 0.65' WIDE (TYP) TO GRAPHICALLY SHOW ' THE 1 R LOCATION. t- o $ M I 10" + (4.869 ACRES t) 1 �,k = m 0 4 g» ,1 �6 0 1.3'x1.3' ICON0 5. UNDERGROUND FOUNDATIONS AND THEIR LOCAT 1 ONS HAVE NOT BEEN DETERMINED. 06 9 9883 r 9� 1 b 0 1 MASONRY 7 6' MASONRY I- M 6' B �9 w 199.6' 10L �J� 1 1 1$ 19126.2' '1`•�'1� 1� 19'` 640*1x 6 1'1. COLUMN N'O WALL I Q I -- (REVISION 1) + 6'tmr ° ' ' T GRATE EL = 6.06' S. I RR I GAT 101 EQUIPMENT AND,/ OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON. r n- ALT it to a 10 ASPHALT + 1 ®7" ®7+ , ®7• 7 (& 0 FLOOD ZONE V IIIIYr= 0 � ANN" N INV EL = 3.62', 15' PVC o k0 PLANTER. PLANTER �„I ; �,,,, -: E BFE: 1 3 .> ■R�l� ::� - •L G� 1111110 1 ttt rye{ °Iinnll ■owns . > '►' _ �_ . ..,. 1•. " - - - -- - -- z ;":: , .. , yh 61 FREEZER (ONU s y : __ •_ _m.. . _ 7. SHOWN `ANY�:r1ERE> ON,.:T H I,S,- SURVEY. THE WORD CERTIFY I S UNDERSTOOD - TO BE AN_ EXPRESSION OF A PROFESS I i> gig `.. = ' �;0�. y. _ -__ 1g k9 k6 i.'�a 1• e��p FLOOD ZONE �� 't e, •it 6 = +6 't 7' MASONRY WALL O1-9-1 ON BA.sE' llPON THE!; U VE tOR ' Kla (lv oRt®r i �' Yom" 9 BEST KNOWLEDGE. t NFORI�AAT I ON AND BEL i EF . AND THAT 1 T THIS • CONST,i TUTES , NE 1 THER J C9 y ,�, �! stswv '1� '�� 5 1 15'° NE VE (BFE 14 '1 � 'O o •' A GUARANTEE NOR A'WARRANTY. ` W 0 ° 6• c 6' W F O 1 6. w' /F o _ c� + w j 00 HOUSE 11ti 6� 7 to o 7� ��� TRANSFORMER ~ o v , Q`' CONIC 1 1' ® "r� MASONRY WALLS 1 Z s"P CONIC 8. SUBJECT;P OPER'rY'APPEARS TO LIE WITHIN FLOOD ZONE 'AE' (BASE FLOOD ELEVATION 12) AND FLOOD ZONE 'VE' 203.9 16 gP SEVEN STORY U11DER 6� 6 �k y g'y WOK 1' 1 MASONRY BUILDING coNSTRUCtION) 6°� 6• c, o wau< Oz,�NE) 1• 0 � LEZER ( (BASE FLOOD fEL'EVATaI,ONS 13.14.16.17). ACCORDING TO THE FLOOD INSURANCE RATE MU4P. MAP NUMBER 12103C0104G. WITH 5.7'E 66 1� o' 11 1' 1p 7' PLANTER t3• AN EFFECTIVE )ATE OF SEPTEMBER 3. 2003. AN ACCURATE ZONE DETERMINATION SHOULD BE MADE BY THE PREPARER OF SAID s 6 1 �` 6• 6, 6'>✓ III 1' k 12" 6' MASONRY MAP. THE FEDERAL EMERGENCY MANAGEMENT AGENCY. OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH G G S� 6 i 6• k S 1 9 +is >> .g � 1. 1y 1' � � WALL 20' w MATTERS PRIOR TO ANY JUDGMENTS BEING MADE FROM THE ZONES AS NOTED. ZONE LINES SHOWN HEREON ARE APPROXIMATE AND S9ws 1 B/C = +'� 12" 6m CONIC 1 7" 61°' 61 12 6• % 0.65' WIDE (TYP) TRACED FROM A D 1 G 1 TAL COPY OF THE HEREIN REFERENCED MAP OBTAINED FROM THE FLORIDA EMERGENCY MANAGEMENT AGENCY 12 "� I 0.8'W to" � MASONRY KIDS 11, RIM EL = 6.86' 6• 6�g0 y t2" 69 A (FEMA) MAP SERVICE CENTER AT http: / /msC.fema.gov. (REVISION I ) h 11%116 POOL BOTTOM EL - 0.86' 1 k SCO 1, 6 y 'Y 6�g1 660k ( 6py 1 '1' '1. 7+ N INV EL = 4.76' + O + y� -{ w�1 10 METAL 9 6' METAL tlt� Its > 2 e6 4" PVC 6 pk 6 Ok 6 e Syr 9. ONLY NON-EXOTIC TREES 4 INCHES AND LARGER IN D 1 AMETER AT BREAST HEIGHT WERE LOCATED AND SHOWN HEREON. LEGAL m 1� 6 �9 $` 1' 6 0 SH@ 1, c^ STEPS 6 kg 66 � 1 11 1 e B DESCRIPTION: ® 1 ok (REVISION 1) 1' �3 CONC sg9`a 2" 14 196.5' ® ANN cortc 1' FLOOD ZONE VE (BFE 14 IM 6� ttltlYnY RAMP � 6' Z 6f° I� ttitir IitiNli oTi E = 0.69. HIV r EASEMENTS/RIGHT-OF-WAY: ASPHALT 6' CLF GRATE INLET +� ,o+ 1 11k 6`1�} 24" tt�e + 1yti 1 7" 1 FLOOD ZONE VEE BFE 16) 616 4 "IPVCEL = 489' 1 61 Aj S brtr �g 6' WOOD PARKING GRATE EL = 5.14' 6• 6 CONIC 1. 1 1 821' 1 9 S FENCE ° I. THE RIGHT -OF -WAY INFORMATION FOR SOUTH GULFVIEW BOULEVARD IS FROM THE SURVEY MENTIONED IN DATA SOURCE 5 0 tr6 INV E = 2.60' 6� �9 k9 k6 +1' 9 + 6' + + + WI1L y cl ysis+ sag 6I 6 CURB ® , 516g A. 1'� 1'y�, +1'y �e2`0 COVERED CONCRETTi61y Kok 516 s f ' y91 y- DUMPSTER 2 AND THE PLAT MENTIONED I N DATA SOURCE 3. 5• 5' 6 15' RCP N6 y. O � 6' WOOD GATE ON CONIC 2. NO EASEMENTS WERE PROVIDED FOR THIS SURVEY. 6`Z GI 6' 4` MAS 8 t' 1.66 1.16 0 S 1k FENCE I •k STEPS 1 5 t 1 5' 6 61 9 w FENCE k1 9 e ' MAS y 6 61 •t @)2' MASONRY k c�1 h ,yt �) ®" +6' FIR 5/8 0.7'E I S 6 ts6 6.069 6�6 9,'e9 k5 S'S7 STEPS 61 1e WALL 1 16' + ► lb-. 9, 0 6' •L°� 15 �S 5' h 0.5' CONIC CURB 61 `tf 4r 4 �iS 1' CONIC ko S� 6� 6'� y ?� 1 LB 3889 ti Lq s' S ntu yy '� ? 9� 5' , 4' MAS WALL o.5'coNC (WITNESS) PREPARED FOR 9• CONIC 3.9'x3 0' own f E e? I 1� » ttttt� tt®s lir IMII� ®� Ilittti CONIC HUT yc'� y. y0 g �y1 9 `�� TIKI NUT 6°� 6, 25 W } AM Um ASPHALT y k 6 6 vi ,� h �0 6qS 96 S c /sNETAL� rc CURB Decade Gulfcoost Hotel Partners, Limited Partnership ORIGINAL, CONIC g`l y`.1% 61 ?9 5� , `ty 6'i y x181811 t� tt�0"titi 0 9 y�l 6 h• k6 S 8� ft 00 99 1.7' tMOE CONCRETE SEAWALL ti ? Sy 'r 6ti 4?g `'' 8� 6 0.5 CONIC CURB 5 *, as CONC CUR03 Q6y�16 QFCFMD tip 1.5'DIA hy�` 610 t-P 6 g!' +3b 1.7' tMDE CONCRETE SEAWALL .� 9 k 3.5' MASONRY h Ib 6• IbI; '� h� 1'� 18' METAL CERTIFIED TO : 132 c� COLUMNS I INV EL = 1.47' h' tS• I e "la, 12 2007 STEPS -TOP EL 3.63' ASPHALT 9.390 RNER� ��`�, FENCE Decade Gulfcoost Hotel Partners, Limited Partnership FXC (WITNESS) 127.3 (C) CONC PIER $$ PLANNING DEPAIZIMEN'T WITH (r1E /` Jeffrey Keierleber. President of General Partnership, JK Gulfvlew LLC z ON SEAWALL NI WOOD DECK of M `�` Z00 NO CORNER CITY OF CI_ImARWATEP wI 5 SIDEWALK & PUBLIC III III 0'� �G �® FALLS IN WATER ACCESS EASEMENT at CITY OF OF CLEARWATER •� O o ORB 4372, PG 1874 & PERMANENT NON- EXCLUSIVE EASEMENT 1 8��8 �� ?0, �F Irk ABBREVIATIONS LEGEND: owl ORB 4367, PG 858 FOR PUBLIC BEACH AND CONSTRUCTION $1 (�F �BF A/C =AIR CONDITIONER LT =LEFT DESCRIBED OIN C ORB 5776,1 PGE121 (R1) NO ALLS IN WATER CORNER �`S /p� r 76 ASPH = ASPHALT MAS = MASONRY �I CLE GULF OF ARWATER PASS rJeFF J BFE =BASE FLOOD R ELEVATION 0/A = OVERALL D END SECTION °DI J BFP = BACK FLOW PREVENTOR OHL = OVERHEAD LINES ORB = OFFICIAL RECORDS BOOK BLDG = BUILDING _ PLAT DATA I NO CORNER SYMBOLS LEGEND: (C) = CALCULATED DATA PB) = PLAT BOOK BULKHEAD LINE (L) FALLS IN WATER 00.0' = CALCULATED DIMENSION FROM STRUCTURE = CENTERLINE PG = PAGE(S) _ p C/S = CONCRETE SLAB POB = POINT OF BEGINNING NO CORNER ' " 316.13' L TO BOUNDARY / RIGHT -OF -WAY LINE xp° = POINT OF ELEVATION CI = CURB INLET POC = POINT OF COMMENCEMENT FALLS IN WATER 554'2530 E (L.C) 315.98' (C ® = PALM TREE CLF = CHAIN LINK FENCE PVC = POLYVINYL CHLORIDE ( ) =SIGN CONC = CONCRETE = BACK FLOW PREVENTOR -CMP = CORRUGATED METAL PIPE R/W = RIGHT OF WAY BFP ® = RECLAIMED WATER METER RCP = REINFORCED CONCRETE PIPE © =CABLE TELEVISION BOX wvRC (D) = OFFICIAL RECORDS BOOK 8310. PAGE 217:? RLS = REGISTERED LAND SURVEYOR DG = RECLAIMED WATER VALVE DIA = DIAMETER _ °$` = CABLE TELEVISION PEDESTAL 0 = TELEPHONE BOX DIP = DUCTILE IRON PIPE SCO = SANITARY CLEAN OUT EQ = ELECTRICAL MANHOLE sco EL = EDGE TI PAVEMENT SEC = SECTION o = SANITARY SEWER CLEANOUT EL =ELEVATION SIR =SET IRON ROD 1/2 ", LB 5776 = ELECTRIC METER Q = SANITARY SEWER MANHOLE (F) = FIELD DATA STA = STATION SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: = GUY ANCHOR TEL FIR = FOUND IRON ROD STY = STORY p = TELEPHONE PEDESTAL FN &D =FOUND NAIL AND DISK DANA A. WYLLIE GI = GRATE INLET FOB = FIBER OPTIC BOX S/W = SIDEWALK ® = TRAFFIC SIGNAL BOX TBM = TEMPORARY BENCHMARK FOP =FOUND OPEN END IRON PIPE TOB =TOP OF BANK 'Cr = FIRE HYDRANT = CONCRETE UTILITY POLE FPP = FOUND PINCHED IRON PIPE PROFESSIONAL SURVEYOR AND MAPPER HYO TOS = TOE OF SLOPE LICENSE NUMBER LS 5874 GV Q = UTILITY POLE WITH LIGHT FXC =FOUND X -CUT TRANS = TRANSFORMER STATE OF FLORIDA pd =GAS VALVE J7 = UTILITY POLE GE = GRATE ELEVATION TRAV = TRAVERSE POINT # = LIGHT POLE INV = INVERT _ = MAIL BOX ® = WATER METER (L) = LEGAL DESCRIPTION DATA P = UTILITY LPOLE WV © = MANHOLE pd = WATER VALVE LFE = LOWEST FINISHED FLOOR ELEVATION UNK = UNKNOWN TREE ® =WOOD POST LB = LICENSED BUSINESS VCP = VITRIFIED CLAY PIPE ® = MONITOR WELL LS = LICENSED SURVEYOR W/F = WOOD FENCE TITLE: BOUNDARY AND TOPOGRAPHIC SURVEY OF THE RAMADA INN SECTION 17, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER BEACH, PINELLAS COUNTY, FLORIDA r . I THIS SURVEY IS N(:'i VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF' A FLORIDA LICENSED SURVEYOR AND MAPPER. PROFESSIONAL-SLIRVEYOR AND MAPPER LICENSE NUMBER LS 5874 STATE OF FLORIDA NO. SHEET INDEX •1 SURVEYORS REPORT, MAP OF SURVEY ADDITIONS OR DELETIONS TO SURVEY REPORTS OR MAPS BY ANYONE OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED NO. REVISION DATE BY 1 CHANGED APPROXIMATE FLOOD ZONE LINE LOCATION 3/97371 FTM FORESIGHT SURVEYORS, INC. i2- MROGWMC, LAND & CONSTRUCTION SURVEYING S FM 14561 -B 58TH STREET NORT L CLEARWATER, FLORIDA 33760 PH. (727) 539 -7196 FAX ('727) 539 -0888 LB No.: 5776 FILE: 113566T.dwg QUALITY CONTROL: DAW DRAWN BY: FTM CHECKED BY: DAW PROJ. NO.: 11356 FB 655, PGs 44 -62 FIELD DATE:: 4/16/04 SCALE: 1"= 30' SHEET OF N RIM EL = 3.92' SE INV EL = - 7.15', 15" VCP S INV EL = - 6.52', 8' VCP SW INV EL = 1.20', B" VCP FN&D N RIM EL = 3.97' NW INV E _ - 7.13', 15' VCP / RLS 3616 POINT OF CURVATUREC NEINV ELL= -6 82'. 15* VCP ,y!l0 �yg / (NOT FOUND) - - -- k�k 0 kg 0 -•k A GRAPHIC SCALE y59 �'� X91 �1Poy °gWG� �p gy1 0 30 60 G\ X CONC CURB 51 h� cjl+ 15 '�� g 11 4' CONC WALK ` `tzo "� y g. j. 5 N RIM EL = 4.90' kq SE INV E _ - 7.61', 15' VCP S NW INV E _ - 7.57', 15" VCP 'S6 g O . 'S• WV � SOUTH GULFVIEW BOULEVARD O gk� ( IN FEET) (R/W WIDTH VARIES) kgil = 69.45' 0 70.0' (P2 A ASPHALT PAVEMENT g 6 k• k9il � bil w r 1 inch = 30 ft. q 5 b k• k• FCM 4x4 + GRATE EL 3.25' N RIM EL = 3.90' } 51 ko k +k +k' + TBM 65546A + + + FIR 1/2' 0.5 CONC WALK N INV EL = 1.82' kill NE IN E = 1.1'. 8' VCP k• + 467 "74 (1, FOUND BOX -CUT GRATE EL = 3.40 RB 0.7'N 8" RCP S INV EL = 1.71', 8" VCP r w 6644 POC N INV EL = 1.25' B/C W INV EL = 1.50', 8' VCP N54'25 30 W ( F) IN CONC WALK B/C 0.21'S. OAVW NW CDR OF w w 8' RCP 1% 10.3'N 5p O '1 '1'S EL = 4.6W 06 10.; N FCM 4x4 kil yil r y 5gyq y!f°,h ?y�5 'sbgs 5 -;5 y �k 5. bq y Oil qb LOT 1, BLOCK c NE CDR OF LOT 43 3�+ *�f9 G , y�s� �RCW © SM1 `� 2' CONC CURB �y g�6�, S 1 g�� gh 3�bk �yqo SqP 2' CONC CURB 1k ggo k11g k11 '�y0; PS 38, PG SU�IVISION Na 5 SUBDIVISION WHITE- SKINNER ?� P4MI1/f 0.8'N d GI 1g il HYD 4. 6 TE o ? GV acs gil ,,•� - k' (NOT FOUND) PS 13, PG 12 (L) OHL k k• s8 i�•� �� 16 s k•00 *� k'D1GV 65.14.(Q G 4' CONC WALK k 4' CONC WALK k• 11" 11' WV k k yq 4' CONC WALK k• ,1' 8 v sp 8 ' N54 5'30 W (L) �• 178.05' (P2) -�,E y 16 11 11 11 11 11 1 11 1" 11 1 10 15• t B9 k1 k• no �� - 1 Lyd POINT OF / k. k• ® 11" s, ?e ASPH k• 1� y 6 POINT of CURVATURE CURVATURE 4.5' k• 18' k6 C/S TWO k�0 k• 1g t'49 kgg� sr� 0.5 CONC CURB k01 ' k�il keil 11 ��� k4Q w il9 ® DRIVE HYD �j�e •,t FIRE DEPT 0.5' CONC CURB YYV JS �� k. HYD n FENCE it k5A k• `�D k• ? k k ? k9 CONNECTION �? k1° k� GRATE EL = 4.59' (NOT FOUND) (NOT FOUND) MASONRY 0.9'E TRANS .�� 1 SIGN g`61 61 g WALLS ON CONC 1 g'11 k96il b k9 N. 9 ka ASPHALT TWO g61 = FIRE DEPT � S INV EL = 3.09', 12 "PVC AND 11® 11 g 1`L k' kbq k' g05q kf� gSg1 g 11 g1 g1A BFP's g515A g il5 METAL NEWS k k• 1 k• cr g PARKING CONNECTION E INV E = 3.13', 12'PVC ASPHALT GATES (9 g STAND g��g g,� PARKING N. k gk6° g!'; + + g 16 60k < MASONRY k1 g ON C/S k0g k• k• 1 ,� k• g 16 g• gtj i COLUMN sA F 51+ ,� WALL o.VE c TBM 655468 g� g' 1.5' HIGH g1 g .s .- g 'T;' c� + + + + + g I 1 s k. ghlm I B/C NC Cis DIA k9g gry0 MASONRY + M SONRY MASONRY 6 t�O l i g,° gS� o s gkbil k' cONC 0.6 W 1 �! ?? 3 WALK ` EL s 4.15' MASONRY 76- COLUMN _ COLUMN b�,k0 ggry g1h is: ASPHALT 01 WALK COLUMN VERHANG 69 + n PARKING UI a qk c 12" g6g g01 gg1 018 001 ggil 6P1 kg I cis 11 0b m gyryl s eo 1 ® U, o + + + ASPH, DRIVE + + + + +6' il I + I l% 01� ggg1A\�' 00% 61° gO .% -o ® " W 69 +I 61g )e� 3.5' CONC WALK � g' 7� gOg+ge g 30® 6 yo Ri �9 I 10 0 5' CONC CUR811�gg •,? J v 828' STEPS 0� 9 12" gyilb o `I rg ! 7' MASO1IRY 6'`01 g. (A qq ?� CONIC > , 6 J 12" •� ykil RAMP SIY '� CONC w 17.1' WALL 1 &3 11. � 0 0 4t4' 1 � �eoi 6 51 0 O � 1 +bp% �gg3 +6�6 i bk1 +bog +6kg +0�1 16 1 s� 1 44.4' C/S es 69 66� 5�ony�yn 7 66il , 6' 1{/F g� 1 ?0.5'CONC66� b: 0p G� to 29 "`t4 1.7'x1.7' m GRATE EL = 5.70' y ,10 MASONRY FF ELEV = 7.90' GREASE CURB o + 'n 1 CONIC COLUMN TRAPS in a, 51 N INV EL = 3.71', 12 "PVC 0 3.0'x1.5' m k g' 'O 0 1 ASPHALT PARKING CONC CDC RAMP CONC ® Id MASONRY FLOOD ZONE AE (BFE 12) m a�, ti S INV EL = 3.70', 12" PVC y 6' 4A g gil kh, 0g CONC q ® g M� ® 1 0q � b a 'f. ASPHALT 6•+}� CO � � � � � � g bp'1• dl� E INV EL = 3.95', B "PVC .� PARKING 1 k g 1.6q 1'� 1 1 ,s 1' 5 20' slY > t`: �� d 0.5• CONC cuRe 1' k , il FLOOD ZONE VE (BFE 13) 6 '®a+ a Z t� 4ftft REVISION 1 \ '� 3 1q g9 il sr ,�, a WMM ��,,,�� +6 + EM y 9 7• m ( J TRANSFORMER CONC Coy g1 b 7" �" T 10" ON C/S O bilk b kil 61q"� B ?) bq0 6�, 0.5' CONIC CURB 111 691 �g, 5' roe '1¢ ' dl 1Q bti >�8 7' O.CURB C 6' B� RAMP "P �7 U 1 In ® !� �l -3 � ® �• 1�� ® 99.3' ^ a� (.6632.7' �? 5' W� N ✓ � 6 9g\ GREASE ���✓ y COVERED CONIC CONNECTION `m g a _` -)3 M N 1 5' CLF bq RAMADA INN 4.3' �* R �%� t0' ydb +�g� SAPS DATE EL = 6.16E �O to ew s o +6 lb$' +6 1 CONIC 521 S. GULFVIEW BLVD 1c 8 ilg N INV EL = 3.87'. 12' PVC � w 9 ,'82 1 F- B/C + 1? RAMP SHED 6'1g -A W O G}7 .7 ^ 0.7'W 5' W/F B rn 6 S INV EL = 4.17', 15" PVC w Q '�'� 1 1� ;,, NINE STORY A/C 40.5' CONIC CURB N 6�1 6 .k1 Z nw U� 69k I 01 >> ^ MASONRY BUILDING o s AND s' W/F bgk 6� M b- MASONRY 6 + q1 ok ( 1 , +e + 6 tit+ SUBJECT PROPERTY AREA U) Ik x c N 6 1 1 M +6� 6�m 11 6' 6 212 075 SQUARE FEET a ? 7' MASONRY rD6 WALL 1.,V W G\ w O 8" 6 g 0.65' WIDE (TYP) 1-. O o M , I ,D" + ; . 0 (4.869 ACRES t) 13 k OD 0 to v 0:6 " z '� 1.3'x1.3' 1- M 606 @ BB�sg W . ,� ' v , 1' ,Ig'� g1 g �, g 1 MASONRY y COG 6' MASONRY I U) (/) ) B 199.6 g 6 1 1' 19126.2' 1' 19 1� 1�` 610 °15.9' �6� il COLUMN N GRATE E = 6.06' Q I 6 a 1 -O WALL w - + 61' 7 7 7 1 (REVISION 1) 1 11� Tl �, n- ALT N � o ASPHALT 1• ®" ®" ®" 7' e FLOOD p� o �G l) y N IN EL = 3.62', 15" PVC o mum J KI - 1 > '� + -= 01' - - h q 1a .�� PLANTER 1' F v O® M. �� l»f - 6 _,. o' +6 �, <� 6ry6 \ �! awn mum ` m a� h% PLANTER PLANTER ssnl� (BFE 13 1.:.,�,. , Q 19 G o c, g + 1�■ �,!�„�. 1 1• gq FLOOD ZONE VE 1�1 4'`� Yy FREEZER (ONLY III w g 1 (BFE 14 '� 7' MASONRY WALL _ +6' °w 6' W F j o0. HOUSE 1 1il 7 ) o , 6' W/F r y u: 16 TRANSFORMER 1- o 1• CONC 16g Z �1^ +6. CONC 203.9' 1g 1 ® SEVEN STORY a MASONRY WALLS g1 bk 00 1' 1' MASONRY BUILDING UIIDER CONSTRUCTION) �d5 6, 2C, n WALK �ONVNE) �WALK 9 1� 1n 10 1 7" ( FREEZE 1 69 y1� III 1' 110 PLANTER 13' g B E� 6- o q1 1 6• 69 k �s 1 k 0L 12" 6' MASONRY 6' S + B/C = g 1, 12" a CONC 111�g 1 n 1g 1 12 k1 WALL 20' W 9 a + m 7" 6 6 6 0.65 MADE (TYP) gbq+ 3 12 "0 0.8'W < } 10' w M PODO RY KIDS 111 RIM EL = 6.86' 6 bgQ6 * 12" 6 A gq gil 1 g 1 11-1 4g116 POOL BOTTOM EL - 0.86' 1 k SCO 1, b yg g' + METAL bg 1 6 I kg 6 9 101 1 ids 16 2 ��� 7" 1 qg 4" I PVC L = 4.76' O + w + b�Ok lbp 6� METAL & * CO STEPS sum 6.6 °� 1011' 1 1� 1' k (REVISION 1) 1 e� sew ® 1' CONC 19 J CONC g6 2' 14 1S 1 ' °" 196.5' 1°� �r1' FLOOD ZONE VE (BFE 14� IM 6&Iy t� RAMP �� 6• ASPHALT 0 6' CLF +gam + 1k 1 a■rs onsasll. 7" ■� 6 0 E = o.s9. H IV ® S PARKING �? I GRATE INLET 610 4% 61g5 24" 01g� 1, + 1gil 1gh FLOOD ZONE VE ?BFE 16) , 6' 4 "IPVC - 489' 1 1 °a�° 1q 6' WOOD 0 1` GRATE EL = 5.14' 6 CONIC 1. 1 1 1 + 821' 6S 1 foA 6'q'� S 1 FENCE n 5 kg INV E = 2.60' 6• 9 kg + 6 gb lb g' IS . 61 6 CURB 1 1 1 �, 1 Sq Q8 ?? COVERED CONCRETE 1y qk 1q a ?* gq1+ + + 6� DUMPSTER 2 W g g' 16 15' RCP S1 16 g� g' Ste + g' g' g' 6' WOOD Loom Wam 6• GI 6' >1` MAS 6• il 1• 1 6 S k GATE ON CONC 1 1y gbb g1 1q %. 1 1 FENCE 3 O Q` STEPS g g• 0 J 2' MASONRY V 1g t11 6, w FENCE bk16 oil ee , MAS 6 ,! e, k � ill �`� - ® + FIR 5/8 0.7'E S)s q 6�6il 0.5' CONIC CURB6g1g e`�tg �,y 10P S, l ,� STEPS g� k 4 �e WALL g6rP g1 +6 + 6 + h9k B' O 6 .�q 15' 6 1 g "r ?,r 1 LB 3889 g51i Qe4f 1 1 i1 9. g 7IKI CONC g5 `y ,y '? CONIC g 3.6'x3 0' 4' MAS WALL (WITNESS) E ? CONIC HUT S "� 1 `�9 5 1 1 25' W r 0.5'CONC e U g g Sg �r g'g5 q TIKI HUT Og 1 h mum 10 I ASPHALT n g g 6 6 ,it " CURB CONIC g� g`� 91g ?B 9�k J�,� ,�6 g,I6 g 1 �O 6g ry � g9 6�� Sse, 1 /S ���� �r fO' .yq gil g5 gil 4 g g 0.5 CONIC CURB g wi . 0.s' CONC cx1lm �P 9q 1.7' VADE CONCRETE SEAWALL g TWO 1.5'DIA g1b.; g'I6 g� g g!1 gSy, 1.7' MADE CONCRETE SEAWALL . , s, 1 il k 3.5' MASONRY g' g' g' `� g' b, 1 il 1.7' COLUMNS MASONRY INV EL = 1.47' g• sQ STEPS '1 g' 6 18" METAL FXC (WITNESS) I 127.3' (C) CONC PIER TOP EL = 3.63' ASPHALT �SS9 0C °.RNERi F ��� FENCE ON SEAWALL WOOD DECK o ,,� `� All NO CORNER wl 5' SIDEWALK & PUBLIC m II• , �® z 1 ACCESS EASEMENT �lo, c' �QOO, `Gi <O �O FALLS IN WATER 3r -CITY OF CLEARWATER S�I7 111 • l�l 00 �F O ORB 4372, PG 1874 & PERMANENT NON- EXCLUSIVE EASEMENT ' �$ 1-. ORB 4367, PG 858 FOOFPABPROTECTIVE BEAGI BERMU AS ON 81 " 6� , `�- F �B DESCRIBED IN ORB 5776, PG 121 (R1) I NO CORNER FALLS IN WATER SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: DANA A. WYLLIE PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 5874 STATE OF FLORIDA BULKHEAD LINE (L) S54- 25 -30 "E (LC) 316.13' (L) 315.98' (C) TITLE: BOUNDARY AND TOPOGRAPHIC SURVEY OF THE RAMADA INN SECTION 17, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATER BEACH, PINELLAS COUNTY, FLORIDA GULF OF MEXICO CLEARWATER PASS NO CORNER FALLS IN WATER C% THIS SURVEY,;1S , 'AT-.VAklf)r' THE SIGNATURE AND ORIGINAL RAISED -A F� D SURVEYOR AND MAPPER. M1kY � •���,�y � c�'f °L�' • DANA A. W�I1�t +ESSIONAL.S RV ",-AND MAPPER y agzf LICENSE ;N Ma 5874 "STATE - 0rra� % RIDA NO CORNER L it FALLS IN WATER SAO F 7 7,>9 SYMBOLS LEGEND: 00.0 = CALCULATED DIMENSION FROM STRUCTURE TO BOUNDARY / RIGHT -OF -WAY LINE = POINT OF ELEVATION xo°. ® = PALM TREE = SIGN = BACK FLOW PREVENTOR = RECLAIMED WATER METER © =CABLE TELEVISION BOX WVRC M = RECLAIMED WATER VALVE T = CABLE TELEVISION PEDESTAL 0 = TELEPHONE BOX Q = ELECTRICAL MANHOLE scO = SANITARY SEWER CLEANOUT 0 = ELECTRIC METER Q = SANITARY SEWER MANHOLE =GUY ANCHOR TEL = TELEPHONE PEDESTAL GI = GRATE INLET ® = TRAFFIC SIGNAL BOX = FIRE HYDRANT ( = CONCRETE UTILITY POLE HYD �Q = UTILITY POLE WITH LIGHT pd =GAS VALVE ir} = LIGHT POLE O = UTILITY POLE ® = WATER METER Tff) = MAIL BOX WV © = MANHOLE � = WATER VALVE ® MONITOR WELL ® = WOOD POST l0. SHEEP INDEX NO. REVISION 1 SURVEYORS REPORT, MAP OF SURVEY' 1 CHANGED APPROXIMATE FLOOD ZONE LINE LOCATION ADDITIONS OR DELETIONS TO SURVEY REPORTS, OR MAPS BY ANYONE OTHER THAN THE .SIGNING. PARTY OR PARTIES IS PROHIBITED SURVEYOR'S REPORT AND • MAP OF SURVEY: THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER. LEGAL DESCRIPTION: (provided by client) A parcel of Iand In Section 17, Township 29 South, Range 15 East. Pinellas County, Florida. being more particularly described as follows: From the Northwesterly corner of Lot 1. Block C of BAYSIDE SUBDIVISION No. 5. as recorded in Plat Book 38. Page 36 of the Public Records of Pinellas County. Florida; thence run N54025'300W. 65.14 feet along the Southerly line of Gulfview Boulevard for a POINT, OF BEGINNING; thence continue N54 025'30 "W along sold Southerly line of Gulfview Boulevard. 467.74 feet to the Northeasterly corner of Lot 43 in LLOYD - WHITE- SKINNER SUBDIVISION as recorded In Plat Book 13.' Page 12 of the Public Records of Pinellas County, Florida; thence run S35034'30EW,- 400.00 feet to the bulkhsad`[ -,jie; thence S54 025'30 "E. 316.13 feet; thence along a curve to the left. radius 534.30 feet, arc 213.63 foot,.;' chord bearing S65052'45'E. chord 212.21 feet; thence S7r20'OOEE. 87.38 feet; thence N12 040'00 "E. 351.56 feet to the POINT OF BEGINNING. ACCURACY: I. THE ACCURACY STANDARD USED FOR THIS SURVEY, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17 -6 FAC). IS 'COMMERCIAL /HIGH RISK'. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT IN 10.000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE MEETS OR EXCEEDS THIS REQUIREMENT. 2. ALL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR DEVICES WITH EQUIVALENT OR HIGHER DEGREES OF ACCURACY. 3. THE FIELD'MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATION RELATED TO THIS SURVEY IS BASED ON A LEVEL LOOP. USING 'DIFFERENTIAL LEVELING TECHNIQUES. CLOSURE. ACHIEVED IS 0.02 AT 0.340 MILE LOOP LENGTH, WHICH EXCEEDS THE MINIMtUM ACCURACY REQUIREMENT CALCULATED AT A MAX IMfUNI MISCLOSURE OF 0.040 FEET. DATA SOURCES: I. BEARINGS ARE BASED ON THE SOUTHERLY LINE OF GULFVIEW BOULEVARD, BEING ASSUMED AS N54 ° 25'30 "W. AND IS•SHOWN ON MAP OF SURVEY. 2. THE PLAT OF 'THE LLOYD-WHITE- SKINNER SUBDIVISION'. AS RECORDED IN PLAT BOOK 13, PAGE 12 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA, WAS UTILIZED IN THE PREPARATION OF THIS SURVEY. (SHOWN AS (PI) ON MAP OF SURVEY) 3. THE PLAN!' OF 'BAYSIDE SUBDIVISION No. 5N, AS RECORDED IN PLAT BOOK 38. PAGE 38,.,, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. WAS UTILIZED IN THE PREPARATION OF THIS SURVEY. (SHOWN AS (P2) ON MAP OF SURVEY) 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. 5. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). CONTROL BENCHMARK USED IS DESIGNATED 'D•40. PID AGO473. LOCATED IN THE MEDIAN OF PARKWAY DRIVE, IN THE VICINITY OF `PARKWAY DRIVE AND BAYWAY BOULEVARD. ELEVATION w 4.49 FEET. 6. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF AN EALTA/ACSM LAND TITLE SURVEY WHICH WAS PREPARED BY C.A. PETERSON, INC.. WORK ORDER NO. 03 -569. SHOWING A REVISION DATE OF 8/25/03, AND SIGNED ON 9/23/03. (SHOWN AS (RI) ON MAP OF' SURVEY. . LIMITATIONS: I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR / CERTIFIED TO, WILL BE THE RE -USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR. 2. THERE MAY BE ADDITIONAL EASEMENTS AND / OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR MAY NOT BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE FACE OF THIS SURVEY. ONLY THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED. NO EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE .SURVEYOR TO VERIFY THE° EXISTENCE OF ANY UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES AND / OR THEIR APPURTENANCES SHOWN, COMPRISE ALL SUCH UTILITIES IN THE AREA. EITHER IN SERVICE OR ABANDONED. 4. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. 5. UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED. 6. IRRIGATION EQUIPMENT AND / OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE SHOWN HEREON. 7. ,SHOWN ANYVF4ERE ON THIS SURVEY. THE WORD "CERTIFY' IS UNDERSTOOD TO BE AN EXPRESSION OF A PROFESSI.Ma. OPINION BASED ,'UPON- -TIiE'SURVE -eOR ""EST KNOWLEDGE. INFORfATION AND BELIEF. AND THAT IT THIS -CONSTITUTES NEITHER A GUARANTEE W)R A WARRANTY. S. SUBJECT PROPERTY,,'APPEARS TO LIE WITHIN FLOOD ZONE EAEE. (BASE FLOOD ELEVATION 12) AND FLOOD ZONE EVEN (BASE FLOOD ELEVATIONS 13.14.16.17). ACCORDING TO THE FLOOD INSURANCE RATE MAP, MAP NUMBER 12103C0104G. WITH AN EFFECTIVE DATE OF SEPTEMBER 3. 2003. AN ACCURATE ZONE DETERMINATION SHOULD BE MADE BY THE PREPARER OF SAID MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR TO ANY JUDGMENTS BEING MADE FROM THE ZONES AS NOTED. ZONE LINES SHOWN HEREON ARE APPROXIMATE AND TRACED FROM A DIGITAL COPY OF THE HEREIN REFERENCED MAP OBTAINED FROM THE FLORIDA EMERGENCY MANAGEMENT AGENCY (FEMA) MAP SERVICE CENTER AT http: / /msc.loma.gov. (REVISION 1) " 9. ONLY NON - EXOTIC TREES 4 INCHES AND LARGER IN DIAMETER AT BREAST HEIGHT WERE LOCATED AND SHOWN HEREON. LEGAL DESCRIPTION: EASEMENTS /RIGHT -OF -WAY: 1. THE RIGHT -OF -WAY INFORMATION FOR SOUTH GULFVIEW BOULEVARD IS FROM THE SURVEY MENTIONED IN DATA' SOURCE 5 AND THE PLAT MENTIONED IN DATA SOURCE 3. 2. NO EASEMENTS WERE PROVIDED FOR THIS SURVEY. PREPARED FOR: Decade Gulfcoost Hotel Partners. Limited Partnership ORIGIINAL. DECEIVED CERTIFIED TO: MA R 200 Decade Gulfcoast Hotel Partners, Limited Partnership NLANIVII�ItaDEEARTIVIENI Jeffrey Keierleber. President of General Partnership. JK Gulfview LLC CITY OF CLEARWATER ABBREVIATIONS LEGEND: A/C = AIR CONDITIONER LT = LEFT ASPH = ASPHALT MAS = MASONRY B/C = BACK OF CURB MES = MITERED END SECTION BFE = BASE FLOOD ELEVATION 0/A = OVERALL BFP = BACK FLOW PREVENTOR OHL = OVERHEAD LINES BLDG = BUILDING ORB = OFFICIAL RECORDS BOOK (C) = CALCULATED DATA (P) = PLAT DATA q = CENTERLINE PB = PLAT BOOK C/S = CONCRETE SLAB PG = PAGE(S) CI = CURB INLET POB = POINT OF BEGINNING CLF = CHAIN LINK FENCE POC = POINT OF COMMENCEMENT CONC = CONCRETE PVC = POLYVINYL CHLORIDE CMP = CORRUGATED METAL PIPE R/W = RIGHT OF WAY RCP = REINFORCED CONCRETE PIPE (D) = OFFICIAL RECORDS BOOK 8310, PAGE 2172 DIA = DIAMETER RLS = REGISTERED LAND SURVEYOR DIP = DUCTILE IRON PIPE RT = RIGHT E/P = EDGE OF PAVEMENT SEC = SANITARY CLEAN OUT L SEC = SECTION E = ELEVATION EL = FIELD DATA SIR = SET IRON ROD 1/2 ", LB 5776 FIR = FOUND IRON ROD STY = STATION FN &D = FOUND NAIL AND DISK STY = STORY FOB = FIBER OPTIC BOX S/W = SIDEWALK FOP = FOUND OPEN END IRON PIPE TBM = TEMPORARY BENCHMARK FPP = FOUND PINCHED IRON PIPE TOB = TOP OF BANK FXC = FOUND X -CUT TOS = TOE OF SLOPE GE = GRATE ELEVATION TRANS = TRANSFORMER INV = INVERT TRAV = TRAVERSE POINT (L) = LEGAL DESCRIPTION DATA TYP = TYPICAL LFE = LOWEST FINISHED FLOOR ELEVATION U/P = UTILITY POLE UNK = UNKNOWN TREE LB = LICENSED BUSINESS VCP = VITRIFIED CLAY PIPE LS = LICENSED SURVEYOR W/F = WOOD FENCE FORESIGHT SURVEYORS, INC. �• HYDROGRAPHIC, LAND & CONSTRUCTION SURVEYING 14561 -B 58TH STREET NORTH, CLEARWATER, FLORIDA 33760 Arj PH. (727) 539 -7196 FAX (727) 539 -0888 LEI No.: 5776 FILE: 11356BT.dwg QUALITY CONTROL: DAW DRAWN BY: FTM CHECKED BY: DAW PROJ. NO.: 11356 FB 655, PGs 44 -62 FIELD DATE: 4' 1.04 SCALE: 1 "= 30' /" / r r \ _ u , A, ri SURFACE REPLACEMENT LEGEND <> EXISTING ARCHITECTURAL PAVEMENT 4� U /`/ PROPOSED ASPHALT PAVEMENT %J u � \ \ .: ��`, '' f ! ;` rG' ,r:' ,y`�NpCR•,; ��'� .i' ''ice \''' \, S-i \, 'r 't� <" f � fj:J �'''• ~'` - 4111, '+,`'`- `•\ EXISTING PAVEMENT TO BE RESURFACED � 3, , %% , % INTERIOR OPEN SPACE C3i/ C�1 // \ �` - fF I �� •�• \ `••• ,r #/ zA r. f f 4 f ry y ,,'?�'f;. `' G+y> r� c �'\ ..� x,90, Voi X 64 IV 1p AY �,/ tip% p�.�, n!�•!p � '%i'' - --� \''`• \� G *.\, l i��, ty,. "`�" �. x 6.5 �?' /�. 7 )� ��4 All- LF EXISTING PARKING ; K - ,, /i• %;• /( C D % - AREA TO REMAIN; • ar` ;r';r,/fr•' , �'> , `':`S` ® ~ `` \ AR 162 SPACES i ,•�2' \.,, C /• :'s�.,, � ar` `t+':a5!`,�S% r h , 0 4 \'V - \ `;��� r _ _- '•\ `'`, ryc, TYP. EXIST. <• ' �\� <, f/ �r'�> COLUMN LOCATION �<1� /,S o I {� ' > \\ ®`., •, ``,.. c�� 4 CONC. SIDEWALI4)(, a•..\ .,,; °_� (4) CONSTRUCT H.C. RAN PER CITY OF,,r E� WATE !.` \ STANDARD DETAIL1�^ :(TYP H.C. STALL'E OF CLEARWATER NO (gin i O � /- ,r+� `•``,\ '~:: \,, / _ .: (' `•�' .',:i i � _ ' 1 I.T' _ -•r STi It ZIr 1 _.., ...: /t FqS cg ,� y� 1 rT /r ° _ I '`, \;s ;y h•�•1 � �,'�, 'I'T tic - _ __ ,,,\ ,\ ,! z ��• : - I• - t � c . � - I:: 0 ? `I i O• I,. t �t sa, , �' . , . I . • . Y , - - 4 rl \ � - , C -I`, s C? p, r r <• - S - F 1< >v C f ( - C r' 1 1, C ti' '`\ _ r ., ti T _ :r / r F \ _ E o �`•, �� `NCO EXISTING�PO_%,AND DECKING AREA STANDARD PRE- PAINIED TYPICAL O N I 1 R i! DISABLED PARKING SIGN WHITE BORDER �F ON x /e• TKO K SHEET & SYMBOL is 01 I � W z M i PARKING BY BLACK BORDER Q r 0 SIT .'B ii L.Li 1MN1E WHRE BACKGROUND Ot8_Y BLACK DORM I= FINE E w 'i R L ants GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. LEGEND STANDARD PRE- PAINIED TYPICAL R RADIUS DISABLED PARKING SIGN WHITE BORDER PROPOSED CURB & GUTTER ON x /e• TKO K SHEET & SYMBOL 01 ALUMINUM BLUE BACKGROUND z i PARKING BY BLACK BORDER Q e LETTERS SIT ii L.Li 1MN1E WHRE BACKGROUND Ot8_Y BLACK DORM I= FINE w U R L ants M 318.18 WHITE BACKGROUND L z U ALL LETTERS Z +' sTOaES c- w e--f 27 HOr DIPPED G&VANI]L D o SrmDm WEIGHT STEEL PIPE U C.0 1 1 1 71:,1 I, 7f' 8W-8•' CONCRETE MASS. I I I 'III - Mll NO -) : k I „ WITH A T a� a WASH UP ABWE All pD R11 Ki errrN °„�pObmmy ��VtC OF TURF /SOD. GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. III GENERAL NOTES: 1. ENGINEER /LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD E., SUITE 404 SAFETY HARBOR FL 34695 (727) 793 -9888 Bus EXIST. SIGN (727) 793 -9855 Fax ..'�o ` / "` '•\ ; , ��, LOCATION \`•,, l n i1:;: -A ~'` 2. SITE ADDRESS: 521 SOUTH GULFVIEW BLVD r� f�' : `- CLEARWATER, FL `„4r` T r, 1 /_. l F �, ` .� PARCEL ID: ,,� i 17/29/15/00000/220 /0200 ,'�:� `� ����•,\ J,, <:,��,�.., • ��'�� ��;; \ ZONING: ,1Tff ;\ ,> �'' �` %(`.) q�tiip 3. PRESENT USE HOTEL C U AFoNs4'e 4. PROPOSED USE: RESIDENTIAL HOTEL R0 5' TiNO`gT�c,Q 5. TOTAL 43ITE. AREA: 212,148.00 SF 4.87 AC 3 GG9stR, (2) H.C. RAMP PEk` OT�INDEX� #304. ` 0 °o r��� W/ TRUNCATED DOMES �.. w 6. TOTAL BLDG AREA: 365,562 SF MATCH EXIST. CURB 7. SETBACKS: REQUIRED PROPOSED (� ;; •:e (1)R1 -1 STOP SIGN & STOP BAR ~ EXISTING PAVEMENT W /t~�' ^�� -- ____ 10 -15' FRONT 15.00' BLDG. 0'lt` TOP COAT PAINT r c���fr!'- -& _ _ 3.52' PAVEMENT MIN - - 0 -10 SIDE 12.00 BLDG. `�, v MATCH ; EX f ST. CURB f 3.22 PAVEMENT MIN 10 -2 A 0 REAR 28.66 • �Y '.� BLDG. P 2 AlUkAIEP . '•fi•AMP PER FDOT INDEX 304 H f; n %`�. � : - X •' W DOMES 19.88 PAVEMENT MIN / 8 ALLOWABLE MAX HEIGHT TO BFE 35 -100 FT d t ,f«,�: �' .F ,� n , ,�/ r<I •�F3„ ea`y'•R�' L, oh'< M„��: \;, is ` f:b :' .�2,' •wok .. a.� ly,y' `:p'{';5 %'. <x < 7 f PROPOSED BLDG. HEIGHT TO BFE 2 1 8 NORTH 100 SOUTH (NORTH) (SOUTH) .�` w nm amwvp' . ����.' � s� � � a�or,� J�� � f.�� . z `\ C C'& � �__ c,: CONFERENCE CENTER PROPOSED BLDG. HEIGHT '� ,� t }' •;l b%�- �s „"Fiy�' 'r k 1'' f`- ••�. :J':• g3... ,,, p 'r r,`. - _ r „`,, we f ff zy �+:•' "vr:' '��5' r.3� ..K .ttF•.' •, �� ',lr ..c^'' ,,�,<< '`� ,, : N e - L14 �`. ,£1011 ����t S __l FROM BFE TO ROOF DECK: 15'-7" �y� � • r fi S;, ht � ,dr•..YyFl�,:i..>r Ce.+ , \,, � $ �i' zl- .r�'�.2.'�?� �i,< s :,�z�i, di+� ';�4` `n },�L`a. yr�,? �: W.��'(�° �' ' ._s, �. ."�'`/,.�.��> .s'ka. ry :P`,•F . � n,9p��` . ctiz 'i�riY�' K�'' 3 : `'c� '� ;33r.� •.1'�' "= � `\•, ` kj r <' f�i� i-Y( (. ''��. vW�� <4 (�'�Y n, ;t .I;.` • ���yy ` .%�: 4 $vr �`.:�. �, .?., '1 ✓ � � `'`�4 1 J�< �, .,�. .���7'> $ �, s• . :,? ' � R NO '9� iQ ;i: ,` . ,' •H�; .a': '� ,:� .'�' ''}a,:``}„• =`a.3.4 ns, , s_,,'a : ,�,t- fcx > >.: �� (' yam. r:,.1..; .3s� w,.�.• ; F- r s9 9. SOLID WASTE WILL BE LOCATED I A COMPACTOR �sav,'t '. r y' .� y > -.. d:.:��, .,,. �<` ` �' N N ENCLOSED COMPA T y � . '. ��fi;$�r a- � y.�� � � '�" "� �� .yrGpgf, ",�� ;,zr : A�z b "1 � � C \ .ate t > , s � „,N� :`5b >��,v�. y,t •� .:`,vr r'. ,> <i gj`P%o-S.. '' ,>n.�;y , y ''�'t# ta^[ . r, :;� !G 1 O. LIGHTING WITHIN PROJECT BOUNDARIES WILL BE SUBMITTED AS PART �� ;ti;; � �1� ,�- - �N � ��`” . . >�:� �. �� r� fh, , E,. ' �•,/ ..,�` �� ,;�: rs '� _ ;�>., CURB RAMPS PER FDOT �� [ t> . \ `;> > ,'��.`�, 'a�;�- - „:.,EF, �<,�:�s -���< "�, r . ,�r•,' �,�, �;,;. INDEX 17346 TYP. OF FINAL _- �° •'':�, � �� ��; � _ �� �.�• h,. :��a.,� ���',.s��,:?�:, . >.,� F��w�.;��F� �.'� >� �' • <:� � # (TYP.) L BUILDING PLAN PACKAGE a ",. s �. ,�, `� i; s ' ” (' f' ? ,. x•• "� ^' su t Ys �� i�5`J, ;+',''iri %.' :�3�`•(j4wgy�� �i.- ! ,+�i � i >�.~ `"` ` Y y. ��` ��•. �.,f> • -� #"�;;i`' �' �S�i �!-;$ � 'i r, yo iC k''i'•; L f � \ `'` T! � e� + ,� '�>' •.b k''j''#` }' S � 1:•C,. " �?;' �,'d»%' ' j %i !`.,' '3�rh.. r. t• `•,. ,+ s ale: �af"2 ` �~� "< �'�,- �'.<� 0� ?,i. ( .� "•. f,3�ss, `•.. � 1 SIGN 11. ALL DISTURBED GRASSED AREAS WITHIN RIGHT —OF —WAY SHALL r, ''''::'' r`�'��.>4 (' �; �,.. ;;�% �'�`f�`j�' �I�� �� ,:�<,�'- �•- `: \. (1u3.�C� -2�. 1'/�'/�P ALL BE SODDED. '''•r` '1• N'.Z =4[" ' ,:tr' <f,`�43, "�'"�is ,",< 4 �,'1 5' ' `.e<'S}f1, 1V. r> TYP �s #J,'f�9 BAR ?�-•�fr rfl ^0`, �`,i" s- xx•:. "�''f: s:F�/ .(� � •.', -1?` -- ! • `'� ' x s,� . c•',S" .1`''r! ", ,.•<:P�'n�;�51 ^.•Y,K57" ,ay.:7<;3�'.3.£`t.` ti.3i. =: `%s a ti Y ,,',, !.'r 12. ALL UNUSED DRIV EWAYS 'MUST BE REMOVED AND REPLACED WITH CURB f ::• iJ,r r � �'� ' -' - .•,,r a'P , ..w qF' Q ,q �,Q ( I • '•'!`, _ ' 's `•,t i:t: •t• ; "' :�.- : :',. :•: ".,�4,>�.�.y.Y, .> u # ' �i :.r3. x�%, ' C r£ ' �i r 3� ' �'r: i �� �s ,rs�y»= yt x. .k> x ,'ij� �3, - �r� It. : , • p= ,• '>�i t � � is� ss '3 . ,� a >R < • -�-x°..Cs;� - � H , I #. oai*rS;� ' s £ r • ' � am� a ' R �a DEWAL, K AND LANDSCAPING T O MATCH EXISTING CONDITIONS SI _c+ f /TRAFFIC PAINT o ( i�P. 13. REQUIRED PARKING TABULAT10N ""iJ' , •,p, ,`� '' }k �,�i�?��>�'� 'fix; �'-' .) ! Gr _•�.lt `` � I (Y�'. :r7 /i> HOTEL PARKING: (189 ROOMS)(1 SPACE /ROOM) RUCT H.C. RAMP y �vT EXISTING ,• � � 189 SPAOF CLEA WA iE R CURE',- �EVATION t CES ( 10 HC SPACES' INCLUDED) ) TAIL # 109 ( TYP ) PUBLIC PARKING: — 0 SPACES TOTAL REMOVE IST1N f X G CURB 'a 1 . /,: ( - - (lTi• YP: V'.' ) brr, \; c;�F. 6 WAVE RUNNERS: TO REfv INTACT 0 SPACES TOTAL " h l TOTAL SPACES REQUIRED: A I�, ENT SHETR '1 z 1 189 SPACES TOTAL EXTRUDED CURB �. MATCH EXISTING At \, CURB ELEVATION'"` „yr '` ;r -1: .,': rh• 'v, '. r ft r ,> C? .< r PAVEMENT W / ' ' Ni�• CONCRETE WALK ,S f 4x i / . t `'I' � f: i;'�v�'.I �x?��d�c,�,:; ;�• .�- IU � �o P COAT PAINT , f 't. .r /t� ^4 .✓ r C1 6' HIGH CHAINLINK v. c, I FENCE W/ 4 „/ . `r'�w;3s 1� �� - 12,k26 COMPACTOR ENCLOSURE WIDE GATE .� \�... •:. ".�• :,.! � >� ���,�y�'. �[, ', , t� ��! - j = 1 6 CONCRETE PAVEMENT 14. A SEPARATE .COMPREHENSIVE SIGNAGE PACKAGE \ :.��;/ �,�r�� s;;"° ��•• _ WILL BE SUBMITTED. ''.�. 3' WIDE REAR ACCESS DOOR "•'n'x� "''' "�' �C, "' 5' CONCRETE SIDEWALK 15. OPEN SPACE AND RECREATION J / IMPACT FEES ARE DUE PRIOR TO ISSUANCE r c '•� y `M ,�,i c Ley h ,) I°'�g7't21r�{�,<rxdT•x4 f ••,'y4' ! f ,•t- �/ ,'�-.� � �,� �:�' :�.�� F .� «LYf.sc �< , c, OF BUILDING PERMIT. ,,. `��•��> `� �w� � '� `M��a:> "��,}s?� :. �J�,����6n ON? � �.,,� . 1 ( MATCH EXISTING CURB ELEVATION '•�,� �F'• ., Fr',�t�;�;•�����; _� „���;�..,�;�:�.;��� - n�r,?v.t�fi -,s jI 16. UTILITY EASEMENTS ARE IDENTIFIED BY THE PROPERTY SURVEY t t< a, :1z l0• Sl/ ,. ,A "1' y'�” a g'.' �'' i�'-' �',•',` � ,�)-�a`i�, }�.r�"�'r��sF�?�?`s vfny,'���� tr,hh�"�� �4:ti �ir.:N ° - ., �i r9 EXTRUDED CURB TYP. 17. THERE ARE NO ENVIR ONMENTALLY UNIQUE AREAS ON SITE. T, 'YS.�,?,�Jt;; ss.l' <S,?�'G; ���*` �i' „/:� i ,�x'�. t ,3� °'.c•`y�$,,' A Ak•, �N�. -0, ��•x1�� , Jl� , '` %!/'lr;��' '�2•t ='^'i.tr' au``",i` �i;��,��,y•s� '��`.''.aK•.; l d 18. THE SITE'IS LOCATED WITHIN FLOOD ZONE ( AE ) ( ) ELEV. 10.00, & VE ELEV 13.00. _ _.� fj..i: f,,. i31.4S'^- fi>c�,,' �> , �;, >3�� •;�;,,•,:�,1 , az;?” °� <�>,;'��, tip+£ +cy- v G �' 0/011 19. ri,'' - `ps> rs :. / /.r r`, gar,Yr ",a,.,%!ra' t ?sr. ' 0`, .,.y °' S ''� /'" : ,9.2 ,G,s'�s' F'”. ' , 19. CONTRACTOR SHALL REPAIR OR REPLACE METAL PLATE COVERS THAT CROSS THE I Y l `,r.' /,f // ' ` b '�" � F�;y /:� ,�� •�'� 3 Q ;.� -�..'� �la,��� �"�t� TRAFFIC PAINT ',`•• �_ t, -�, •�" ! f: /'� ��� :C�., `� hi3 „” /l /� �i� " 4 ICY,'' r�36± l `%' eiE`��>'PiE:�, �'• %tf, h \ 1 j %`:�, / ♦ a.: ,j,d�; �x. UL V EW BLVD. .,,z�.> SOUTH G F SIDEWALK ADJACENT TO THE SITE. t.•,�'',r :`�,, f, � r�w�t Vii• ., '��<; � F \ F,4i `. �, �• �•�.; '�s:,�y :x: 4�''iS, ,��:'�r °' .- ,.�'�'•�: F:le� -:�- ������� ��:''- ,��;,,;�,�vrs,�� ��' � _ �f" 'r' 20. A SEPARATE R 0 W PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE R -0 W ,; �AATCH ' CURB ELEVATION \, `\, ,•�.- ; . _ .. � : 7 is , v��'..<f � "`# „°•�} RECONSTRUC�'�;(i : C. �!” OF ANY' OF THE ADJACENT STREET(S) THAT ARE ASSIGNED TO THE CITY. SEE DON MELONE ,� � /��! f ��5; <. � �, ^- 'ti��i#??;'�2�:Y��j .,''g ._h/• i , ���>a.. x � , r - s °; t w ,t%9%,, ,,, -•••� r 1 � -�'� t _ , .. -�• . �• '����, x ���;F, '�.�.' � >;��'. .�:,. ����ff�'��� � � -`.-_ � __ - '- •- SIDEwAtK -_�. ; n� 1 (727) 562 -4798 IN ROOM 220 AT THE MUNICIPAL SERVICES BUILDING. ' \,1 - •"'f�' R c �b`�. ,.,�bt, s,�j,,�: d'.- " "fir %rc'�l,% {- ,:n.•J'4 %� �`siv j" i+`3 9:=.,�{','v�.�*""✓ .°i",r.. ,�is�"i� .�� __ -�. �'+J ° '''J �.r.J ,1 , �. N r .Cht':!k .'�c' ?�� "�Ny ✓•7Fii;1"r� �ilfl �''sy�'':� �' <¢, , :l�i, !, ��� •1' h'� 't3 - -r1 � `',y'A4 _ L \ '\ - rf 'tt• J" � `1t7'r� >i�'•' i, /• c.,,yrjc, ��. �z Y,. ,, � +r-- ,./-' �>.7 ,�\ — _ �,e•`�, `, t n. iar'�3`� %,r.,,. EdL,• s.�. " a=, ,'I, .,rr �.? K75 '`' err PHASE 1 "� � 1�is..• Mgd' <C�� '' i � t�$.,���;3%u:' f'�fi: /J -,: ��tv��:ca-` "�n'`YGa= ``- 7:'l�'�, `c,.' <�'s:t�+ ` i 7`+ �. ¢ :,:" . :.�lf,�„ ,, c.• t r; 21. SITE DATA TABLE: EXISTING: SED: REQUIRED: "1 �� �.. �r;,a?� „' .� , .�; %l!y //� %, �•``�¢�>�:��i;: �s `���53 ,x.9;,;..`4 z:a�: -,:_ _ r> PROPO fir. ,;.:;� .�Cvw<.�s.,.,a.:•,.Y. �•' /,,. .L A. TOTAL SITE AREA: 2121 10000 SF MIN /�� << >\ .• .:�' �• ..I ,' %' �' <� ��� �' .;';,�,., .,,z; .��,�,�' s��� . �'' • rs: �; _ �`�, , 48 00 SF 212,148.00 SF ' ,', :l2 %� ti; \, - ! !,' �; , .. a :�' ': °A '% �� ' c B. TOTAL OPEN SPACE: 18,231.00 SF (8.59%) 22,686 SF (10.697.) — PHASE 1 OUTDOOR v�Jr t� \ ,�\ t.,. /r /i '3 K �:r,`'•;•t'' r ``, �-i /r /r � ry ,� ; :` s ~ .,r> ,f,�,.,.�:; •,�'•'�::;.., �i BOO � =C! SEATING AREA ,K, `> ':.': = `,':.. ••.r.:., �- •,\ . t �• •,��.` .'x.` ` •.� '`\ �, cry C. TOTAL UNITS: 289 OVERNIGHT ACCOMMODATIONS `\ \ � ,,, '' •' 's - SO �� 189 OVERNIGHT ACCOMMODA11ONS 40 UNITS /ACRE `~`•``.\ `'~ ".l!. , „ie >_ y1 �s��l� �r%' ,:�,: ,> 1. lS,' xtiv�zJ '�2�' # #Jx•;sy��i....��;1,^ `;ry.,`:� -_�_, _�' � � ;s}• :i.l `4r `' D. TOTAL BLDG PAD AREA: 28,065.00 SF 35,403.38 SF 5 CONC. SIDEu1►ALK . FROM EXIST H.C. RAMP .,� €; t ,, , p # >, t , ` ' >', F� y~ ,� E. SIDEWALK /DECK /PAVED AREA: 165,852.00 SF 112,480.87 SF (0.53 ISR) — TO PROPOSED PARKING- a, T 7r, ` ^'fa.' :�' R�4 r sr, IP, AREA j \ s'.! , •�' `. `,M1 �x "�"Y` 3� *• �.r= yM^ �- -j� son, 7 rr t> F. TOTAL IMPERVIOUS AREA: 193,917.00 SF (0.91 ISR) 0 9 0,95 ISR MAXIMUM � ��'� ��' \ }F..;,`' -. -� ��, "� G. PARKING TABULATION: 244 162 EXISTING PARKING 193 SPACES (2) CONSTRUdT W.C. RAMP' PER CITY OF CLEA WATER �� r l�^ " SPACES TO REMAIN ,.`, >ryt �t[ gg.•. �s'i #. ' :'i.'., p�' �K`.�,'' �t.,S"`s�,, _� V= 'mot j_ ` r ' - STANDARD DETAIL #109 (TYP.) `' *, �� £`Y'.,x $'s'r 'u'x.s'; �, KN�.lys. 55 RESURFACED SPACES ^� `¢.'�Yap•?s , '; �s'� _ y 5 Jfs'12.,.'' 4'�'+s"i' r i�'b' ,t:'.. `o'A,?`•' 3,j.., f -• _ ti,+ C_ '- - \•+,`� `'+. •`\ P3.,«� .c J•J \ .y;,. ,� F H. VEHICULAR AREA: 98 1 482.00 SF (100 7.) 86,688 SF ''!o }�:�/S��j�(�,a>;i. J'� �.(�(�{e'4�•i�.S,i�R�S- �'N- •.''�GST'l�:v�����UX ':'��t �, e ' `a ` \` ` Y �� if �4 �, �X't f'B�'.fs,:� r F�• ,, IT:•• � `�y`C'� � ,,) � . - - • - _ \` � v, �'�'`•�kxsx• i ,t�� ,��,s;%r�„ bbl. e':% °: _ �r EXISTING RECONSTRUCTED �'�`F: }� �•i'y ,F<` yw<.f�,(f Y.n ::�i'i�f^,�? >,`�,`{'sy, . Jt% ''/r! 5. , -_'_ -- _ - -_•'- a,. v...y— .,.,.` ' \, 1 5 <. •\`"}•t, �'>, l�'n'.F�f:+ U �}�p- Sf, ',�;�!.i.eki;":�(§4� >J +,t S �/r SEAWALL TO REMAIN •.' �`���` "'� �� °' �"� (1) CONSTRUCT H.C. RAMP ��'4'r'x F Fr ^s G3�d��(D p 10 M0 �., PER CITY OF CLEARWATEl2 �. . r - `` ( �` E C E STANDARD DETAIL .#109 (TYP.) `� �`�•'''�,,- �6 ��' � 5,50 °Y � "' ,1 '��l �```••,, r, °``�:'..., , -, _ _ -_- ' •. - - - .. ., �, '_''. `•\ \` ` �',.S,,J 7J• � __,. ` _Tli. Y"w,_,; ,,,,. ,.r:.. - -- _,, ' -- - - - - .. ,. 7_,7777 . <.'rr'..• ^ "4l• -� `-`tS• _r(e i t�Ui .TUN 19 2008 , • =. ° o —�- KI B ESS LOCATION ON DEVELOP M ENT & ?0' ' RV ICE S N p �EC GA lft CITY OF Ct_EARWATER t Z „ j ; z ( j tea,'' ,•" ,.;,f•}' '.': U Id Ub Id Id I� E— co ca a a w Q z o C%a w C\Z T� LEGEND ( TYP) TYPICAL R RADIUS R/W RIGHT —OF —WAY PROPOSED CURB & GUTTER TRITTTT�R. PROJECT BOUNDARY III GENERAL NOTES: 1. ENGINEER /LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD E., SUITE 404 SAFETY HARBOR FL 34695 (727) 793 -9888 Bus EXIST. SIGN (727) 793 -9855 Fax ..'�o ` / "` '•\ ; , ��, LOCATION \`•,, l n i1:;: -A ~'` 2. SITE ADDRESS: 521 SOUTH GULFVIEW BLVD r� f�' : `- CLEARWATER, FL `„4r` T r, 1 /_. l F �, ` .� PARCEL ID: ,,� i 17/29/15/00000/220 /0200 ,'�:� `� ����•,\ J,, <:,��,�.., • ��'�� ��;; \ ZONING: ,1Tff ;\ ,> �'' �` %(`.) q�tiip 3. PRESENT USE HOTEL C U AFoNs4'e 4. PROPOSED USE: RESIDENTIAL HOTEL R0 5' TiNO`gT�c,Q 5. TOTAL 43ITE. AREA: 212,148.00 SF 4.87 AC 3 GG9stR, (2) H.C. RAMP PEk` OT�INDEX� #304. ` 0 °o r��� W/ TRUNCATED DOMES �.. w 6. TOTAL BLDG AREA: 365,562 SF MATCH EXIST. CURB 7. SETBACKS: REQUIRED PROPOSED (� ;; •:e (1)R1 -1 STOP SIGN & STOP BAR ~ EXISTING PAVEMENT W /t~�' ^�� -- ____ 10 -15' FRONT 15.00' BLDG. 0'lt` TOP COAT PAINT r c���fr!'- -& _ _ 3.52' PAVEMENT MIN - - 0 -10 SIDE 12.00 BLDG. `�, v MATCH ; EX f ST. CURB f 3.22 PAVEMENT MIN 10 -2 A 0 REAR 28.66 • �Y '.� BLDG. P 2 AlUkAIEP . '•fi•AMP PER FDOT INDEX 304 H f; n %`�. � : - X •' W DOMES 19.88 PAVEMENT MIN / 8 ALLOWABLE MAX HEIGHT TO BFE 35 -100 FT d t ,f«,�: �' .F ,� n , ,�/ r<I •�F3„ ea`y'•R�' L, oh'< M„��: \;, is ` f:b :' .�2,' •wok .. a.� ly,y' `:p'{';5 %'. <x < 7 f PROPOSED BLDG. HEIGHT TO BFE 2 1 8 NORTH 100 SOUTH (NORTH) (SOUTH) .�` w nm amwvp' . ����.' � s� � � a�or,� J�� � f.�� . z `\ C C'& � �__ c,: CONFERENCE CENTER PROPOSED BLDG. HEIGHT '� ,� t }' •;l b%�- �s „"Fiy�' 'r k 1'' f`- ••�. :J':• g3... ,,, p 'r r,`. - _ r „`,, we f ff zy �+:•' "vr:' '��5' r.3� ..K .ttF•.' •, �� ',lr ..c^'' ,,�,<< '`� ,, : N e - L14 �`. ,£1011 ����t S __l FROM BFE TO ROOF DECK: 15'-7" �y� � • r fi S;, ht � ,dr•..YyFl�,:i..>r Ce.+ , \,, � $ �i' zl- .r�'�.2.'�?� �i,< s :,�z�i, di+� ';�4` `n },�L`a. yr�,? �: W.��'(�° �' ' ._s, �. ."�'`/,.�.��> .s'ka. ry :P`,•F . � n,9p��` . ctiz 'i�riY�' K�'' 3 : `'c� '� ;33r.� •.1'�' "= � `\•, ` kj r <' f�i� i-Y( (. ''��. vW�� <4 (�'�Y n, ;t .I;.` • ���yy ` .%�: 4 $vr �`.:�. �, .?., '1 ✓ � � `'`�4 1 J�< �, .,�. .���7'> $ �, s• . :,? ' � R NO '9� iQ ;i: ,` . ,' •H�; .a': '� ,:� .'�' ''}a,:``}„• =`a.3.4 ns, , s_,,'a : ,�,t- fcx > >.: �� (' yam. r:,.1..; .3s� w,.�.• ; F- r s9 9. SOLID WASTE WILL BE LOCATED I A COMPACTOR �sav,'t '. r y' .� y > -.. d:.:��, .,,. �<` ` �' N N ENCLOSED COMPA T y � . '. ��fi;$�r a- � y.�� � � '�" "� �� .yrGpgf, ",�� ;,zr : A�z b "1 � � C \ .ate t > , s � „,N� :`5b >��,v�. y,t •� .:`,vr r'. ,> <i gj`P%o-S.. '' ,>n.�;y , y ''�'t# ta^[ . r, :;� !G 1 O. LIGHTING WITHIN PROJECT BOUNDARIES WILL BE SUBMITTED AS PART �� ;ti;; � �1� ,�- - �N � ��`” . . >�:� �. �� r� fh, , E,. ' �•,/ ..,�` �� ,;�: rs '� _ ;�>., CURB RAMPS PER FDOT �� [ t> . \ `;> > ,'��.`�, 'a�;�- - „:.,EF, �<,�:�s -���< "�, r . ,�r•,' �,�, �;,;. INDEX 17346 TYP. OF FINAL _- �° •'':�, � �� ��; � _ �� �.�• h,. :��a.,� ���',.s��,:?�:, . >.,� F��w�.;��F� �.'� >� �' • <:� � # (TYP.) L BUILDING PLAN PACKAGE a ",. s �. ,�, `� i; s ' ” (' f' ? ,. x•• "� ^' su t Ys �� i�5`J, ;+',''iri %.' :�3�`•(j4wgy�� �i.- ! ,+�i � i >�.~ `"` ` Y y. ��` ��•. �.,f> • -� #"�;;i`' �' �S�i �!-;$ � 'i r, yo iC k''i'•; L f � \ `'` T! � e� + ,� '�>' •.b k''j''#` }' S � 1:•C,. " �?;' �,'d»%' ' j %i !`.,' '3�rh.. r. t• `•,. ,+ s ale: �af"2 ` �~� "< �'�,- �'.<� 0� ?,i. ( .� "•. f,3�ss, `•.. � 1 SIGN 11. ALL DISTURBED GRASSED AREAS WITHIN RIGHT —OF —WAY SHALL r, ''''::'' r`�'��.>4 (' �; �,.. ;;�% �'�`f�`j�' �I�� �� ,:�<,�'- �•- `: \. (1u3.�C� -2�. 1'/�'/�P ALL BE SODDED. '''•r` '1• N'.Z =4[" ' ,:tr' <f,`�43, "�'"�is ,",< 4 �,'1 5' ' `.e<'S}f1, 1V. r> TYP �s #J,'f�9 BAR ?�-•�fr rfl ^0`, �`,i" s- xx•:. "�''f: s:F�/ .(� � •.', -1?` -- ! • `'� ' x s,� . c•',S" .1`''r! ", ,.•<:P�'n�;�51 ^.•Y,K57" ,ay.:7<;3�'.3.£`t.` ti.3i. =: `%s a ti Y ,,',, !.'r 12. ALL UNUSED DRIV EWAYS 'MUST BE REMOVED AND REPLACED WITH CURB f ::• iJ,r r � �'� ' -' - .•,,r a'P , ..w qF' Q ,q �,Q ( I • '•'!`, _ ' 's `•,t i:t: •t• ; "' :�.- : :',. :•: ".,�4,>�.�.y.Y, .> u # ' �i :.r3. x�%, ' C r£ ' �i r 3� ' �'r: i �� �s ,rs�y»= yt x. .k> x ,'ij� �3, - �r� It. : , • p= ,• '>�i t � � is� ss '3 . ,� a >R < • -�-x°..Cs;� - � H , I #. oai*rS;� ' s £ r • ' � am� a ' R �a DEWAL, K AND LANDSCAPING T O MATCH EXISTING CONDITIONS SI _c+ f /TRAFFIC PAINT o ( i�P. 13. REQUIRED PARKING TABULAT10N ""iJ' , •,p, ,`� '' }k �,�i�?��>�'� 'fix; �'-' .) ! Gr _•�.lt `` � I (Y�'. :r7 /i> HOTEL PARKING: (189 ROOMS)(1 SPACE /ROOM) RUCT H.C. RAMP y �vT EXISTING ,• � � 189 SPAOF CLEA WA iE R CURE',- �EVATION t CES ( 10 HC SPACES' INCLUDED) ) TAIL # 109 ( TYP ) PUBLIC PARKING: — 0 SPACES TOTAL REMOVE IST1N f X G CURB 'a 1 . /,: ( - - (lTi• YP: V'.' ) brr, \; c;�F. 6 WAVE RUNNERS: TO REfv INTACT 0 SPACES TOTAL " h l TOTAL SPACES REQUIRED: A I�, ENT SHETR '1 z 1 189 SPACES TOTAL EXTRUDED CURB �. MATCH EXISTING At \, CURB ELEVATION'"` „yr '` ;r -1: .,': rh• 'v, '. r ft r ,> C? .< r PAVEMENT W / ' ' Ni�• CONCRETE WALK ,S f 4x i / . t `'I' � f: i;'�v�'.I �x?��d�c,�,:; ;�• .�- IU � �o P COAT PAINT , f 't. .r /t� ^4 .✓ r C1 6' HIGH CHAINLINK v. c, I FENCE W/ 4 „/ . `r'�w;3s 1� �� - 12,k26 COMPACTOR ENCLOSURE WIDE GATE .� \�... •:. ".�• :,.! � >� ���,�y�'. �[, ', , t� ��! - j = 1 6 CONCRETE PAVEMENT 14. A SEPARATE .COMPREHENSIVE SIGNAGE PACKAGE \ :.��;/ �,�r�� s;;"° ��•• _ WILL BE SUBMITTED. ''.�. 3' WIDE REAR ACCESS DOOR "•'n'x� "''' "�' �C, "' 5' CONCRETE SIDEWALK 15. OPEN SPACE AND RECREATION J / IMPACT FEES ARE DUE PRIOR TO ISSUANCE r c '•� y `M ,�,i c Ley h ,) I°'�g7't21r�{�,<rxdT•x4 f ••,'y4' ! f ,•t- �/ ,'�-.� � �,� �:�' :�.�� F .� «LYf.sc �< , c, OF BUILDING PERMIT. ,,. `��•��> `� �w� � '� `M��a:> "��,}s?� :. �J�,����6n ON? � �.,,� . 1 ( MATCH EXISTING CURB ELEVATION '•�,� �F'• ., Fr',�t�;�;•�����; _� „���;�..,�;�:�.;��� - n�r,?v.t�fi -,s jI 16. UTILITY EASEMENTS ARE IDENTIFIED BY THE PROPERTY SURVEY t t< a, :1z l0• Sl/ ,. ,A "1' y'�” a g'.' �'' i�'-' �',•',` � ,�)-�a`i�, }�.r�"�'r��sF�?�?`s vfny,'���� tr,hh�"�� �4:ti �ir.:N ° - ., �i r9 EXTRUDED CURB TYP. 17. THERE ARE NO ENVIR ONMENTALLY UNIQUE AREAS ON SITE. T, 'YS.�,?,�Jt;; ss.l' <S,?�'G; ���*` �i' „/:� i ,�x'�. t ,3� °'.c•`y�$,,' A Ak•, �N�. -0, ��•x1�� , Jl� , '` %!/'lr;��' '�2•t ='^'i.tr' au``",i` �i;��,��,y•s� '��`.''.aK•.; l d 18. THE SITE'IS LOCATED WITHIN FLOOD ZONE ( AE ) ( ) ELEV. 10.00, & VE ELEV 13.00. _ _.� fj..i: f,,. i31.4S'^- fi>c�,,' �> , �;, >3�� •;�;,,•,:�,1 , az;?” °� <�>,;'��, tip+£ +cy- v G �' 0/011 19. ri,'' - `ps> rs :. / /.r r`, gar,Yr ",a,.,%!ra' t ?sr. ' 0`, .,.y °' S ''� /'" : ,9.2 ,G,s'�s' F'”. ' , 19. CONTRACTOR SHALL REPAIR OR REPLACE METAL PLATE COVERS THAT CROSS THE I Y l `,r.' /,f // ' ` b '�" � F�;y /:� ,�� •�'� 3 Q ;.� -�..'� �la,��� �"�t� TRAFFIC PAINT ',`•• �_ t, -�, •�" ! f: /'� ��� :C�., `� hi3 „” /l /� �i� " 4 ICY,'' r�36± l `%' eiE`��>'PiE:�, �'• %tf, h \ 1 j %`:�, / ♦ a.: ,j,d�; �x. UL V EW BLVD. .,,z�.> SOUTH G F SIDEWALK ADJACENT TO THE SITE. t.•,�'',r :`�,, f, � r�w�t Vii• ., '��<; � F \ F,4i `. �, �• �•�.; '�s:,�y :x: 4�''iS, ,��:'�r °' .- ,.�'�'•�: F:le� -:�- ������� ��:''- ,��;,,;�,�vrs,�� ��' � _ �f" 'r' 20. A SEPARATE R 0 W PERMIT WILL BE REQUIRED FOR ALL WORK WITHIN THE R -0 W ,; �AATCH ' CURB ELEVATION \, `\, ,•�.- ; . _ .. � : 7 is , v��'..<f � "`# „°•�} RECONSTRUC�'�;(i : C. �!” OF ANY' OF THE ADJACENT STREET(S) THAT ARE ASSIGNED TO THE CITY. SEE DON MELONE ,� � /��! f ��5; <. � �, ^- 'ti��i#??;'�2�:Y��j .,''g ._h/• i , ���>a.. x � , r - s °; t w ,t%9%,, ,,, -•••� r 1 � -�'� t _ , .. -�• . �• '����, x ���;F, '�.�.' � >;��'. .�:,. ����ff�'��� � � -`.-_ � __ - '- •- SIDEwAtK -_�. ; n� 1 (727) 562 -4798 IN ROOM 220 AT THE MUNICIPAL SERVICES BUILDING. ' \,1 - •"'f�' R c �b`�. ,.,�bt, s,�j,,�: d'.- " "fir %rc'�l,% {- ,:n.•J'4 %� �`siv j" i+`3 9:=.,�{','v�.�*""✓ .°i",r.. ,�is�"i� .�� __ -�. �'+J ° '''J �.r.J ,1 , �. N r .Cht':!k .'�c' ?�� "�Ny ✓•7Fii;1"r� �ilfl �''sy�'':� �' <¢, , :l�i, !, ��� •1' h'� 't3 - -r1 � `',y'A4 _ L \ '\ - rf 'tt• J" � `1t7'r� >i�'•' i, /• c.,,yrjc, ��. �z Y,. ,, � +r-- ,./-' �>.7 ,�\ — _ �,e•`�, `, t n. iar'�3`� %,r.,,. EdL,• s.�. " a=, ,'I, .,rr �.? K75 '`' err PHASE 1 "� � 1�is..• Mgd' <C�� '' i � t�$.,���;3%u:' f'�fi: /J -,: ��tv��:ca-` "�n'`YGa= ``- 7:'l�'�, `c,.' <�'s:t�+ ` i 7`+ �. ¢ :,:" . :.�lf,�„ ,, c.• t r; 21. SITE DATA TABLE: EXISTING: SED: REQUIRED: "1 �� �.. �r;,a?� „' .� , .�; %l!y //� %, �•``�¢�>�:��i;: �s `���53 ,x.9;,;..`4 z:a�: -,:_ _ r> PROPO fir. ,;.:;� .�Cvw<.�s.,.,a.:•,.Y. �•' /,,. .L A. TOTAL SITE AREA: 2121 10000 SF MIN /�� << >\ .• .:�' �• ..I ,' %' �' <� ��� �' .;';,�,., .,,z; .��,�,�' s��� . �'' • rs: �; _ �`�, , 48 00 SF 212,148.00 SF ' ,', :l2 %� ti; \, - ! !,' �; , .. a :�' ': °A '% �� ' c B. TOTAL OPEN SPACE: 18,231.00 SF (8.59%) 22,686 SF (10.697.) — PHASE 1 OUTDOOR v�Jr t� \ ,�\ t.,. /r /i '3 K �:r,`'•;•t'' r ``, �-i /r /r � ry ,� ; :` s ~ .,r> ,f,�,.,.�:; •,�'•'�::;.., �i BOO � =C! SEATING AREA ,K, `> ':.': = `,':.. ••.r.:., �- •,\ . t �• •,��.` .'x.` ` •.� '`\ �, cry C. TOTAL UNITS: 289 OVERNIGHT ACCOMMODATIONS `\ \ � ,,, '' •' 's - SO �� 189 OVERNIGHT ACCOMMODA11ONS 40 UNITS /ACRE `~`•``.\ `'~ ".l!. , „ie >_ y1 �s��l� �r%' ,:�,: ,> 1. lS,' xtiv�zJ '�2�' # #Jx•;sy��i....��;1,^ `;ry.,`:� -_�_, _�' � � ;s}• :i.l `4r `' D. TOTAL BLDG PAD AREA: 28,065.00 SF 35,403.38 SF 5 CONC. SIDEu1►ALK . FROM EXIST H.C. RAMP .,� €; t ,, , p # >, t , ` ' >', F� y~ ,� E. SIDEWALK /DECK /PAVED AREA: 165,852.00 SF 112,480.87 SF (0.53 ISR) — TO PROPOSED PARKING- a, T 7r, ` ^'fa.' :�' R�4 r sr, IP, AREA j \ s'.! , •�' `. `,M1 �x "�"Y` 3� *• �.r= yM^ �- -j� son, 7 rr t> F. TOTAL IMPERVIOUS AREA: 193,917.00 SF (0.91 ISR) 0 9 0,95 ISR MAXIMUM � ��'� ��' \ }F..;,`' -. -� ��, "� G. PARKING TABULATION: 244 162 EXISTING PARKING 193 SPACES (2) CONSTRUdT W.C. RAMP' PER CITY OF CLEA WATER �� r l�^ " SPACES TO REMAIN ,.`, >ryt �t[ gg.•. �s'i #. ' :'i.'., p�' �K`.�,'' �t.,S"`s�,, _� V= 'mot j_ ` r ' - STANDARD DETAIL #109 (TYP.) `' *, �� £`Y'.,x $'s'r 'u'x.s'; �, KN�.lys. 55 RESURFACED SPACES ^� `¢.'�Yap•?s , '; �s'� _ y 5 Jfs'12.,.'' 4'�'+s"i' r i�'b' ,t:'.. `o'A,?`•' 3,j.., f -• _ ti,+ C_ '- - \•+,`� `'+. •`\ P3.,«� .c J•J \ .y;,. ,� F H. VEHICULAR AREA: 98 1 482.00 SF (100 7.) 86,688 SF ''!o }�:�/S��j�(�,a>;i. J'� �.(�(�{e'4�•i�.S,i�R�S- �'N- •.''�GST'l�:v�����UX ':'��t �, e ' `a ` \` ` Y �� if �4 �, �X't f'B�'.fs,:� r F�• ,, IT:•• � `�y`C'� � ,,) � . - - • - _ \` � v, �'�'`•�kxsx• i ,t�� ,��,s;%r�„ bbl. e':% °: _ �r EXISTING RECONSTRUCTED �'�`F: }� �•i'y ,F<` yw<.f�,(f Y.n ::�i'i�f^,�? >,`�,`{'sy, . Jt% ''/r! 5. , -_'_ -- _ - -_•'- a,. v...y— .,.,.` ' \, 1 5 <. •\`"}•t, �'>, l�'n'.F�f:+ U �}�p- Sf, ',�;�!.i.eki;":�(§4� >J +,t S �/r SEAWALL TO REMAIN •.' �`���` "'� �� °' �"� (1) CONSTRUCT H.C. RAMP ��'4'r'x F Fr ^s G3�d��(D p 10 M0 �., PER CITY OF CLEARWATEl2 �. . r - `` ( �` E C E STANDARD DETAIL .#109 (TYP.) `� �`�•'''�,,- �6 ��' � 5,50 °Y � "' ,1 '��l �```••,, r, °``�:'..., , -, _ _ -_- ' •. - - - .. ., �, '_''. `•\ \` ` �',.S,,J 7J• � __,. ` _Tli. Y"w,_,; ,,,,. ,.r:.. - -- _,, ' -- - - - - .. ,. 7_,7777 . <.'rr'..• ^ "4l• -� `-`tS• _r(e i t�Ui .TUN 19 2008 , • =. ° o —�- KI B ESS LOCATION ON DEVELOP M ENT & ?0' ' RV ICE S N p �EC GA lft CITY OF Ct_EARWATER t Z „ j ; z ( j tea,'' ,•" ,.;,f•}' '.': U Id Ub Id Id I� E— co ca a a w Q z o C%a w C\Z T� 1■ W Q4 pq z Q Q ii L.Li t•+-i w U H L z U Z w e--f o U) U C.0 H - i a rL — Z Y) w� z a U ° ,• a V W I. Z p O F_ w �� � EL I) 1■ Q Q ii L.Li JU U L Z 0 U C.0 i a rL Y) W �� � 00 b O O Ld �Lo (0 1— Q r 0 r7 � mw>• -N- Ozw z CV w� m o R� DD w Q �' ' cZ•i O V) D L W�� jUIw 0 D wW ? W F- Y N z -w SHEET 4 OF 10 1001 IC nATl=•niz nn no 12 z 2� Ij I �nn x� oa 0 1 FPc Z V- G 0-1-TE FZ ".0 S -fo M G• 1. r�.ti�. uGT GAS C 4:2 FC 4 Y.,. 4 j to 9W P, cc 00 0� 8a U 0 '..� Ln 0 0 to >n ttr) (f) (f) S' S1nE`�`J CGF-SS Li G C I oC" Ct�E A,F?\WgTER o. R. 425 7 2 , P. 187A 4 / o, Co u Y- C07 STEP5 V . %�0 . , U - .,.a r--61 Co -.wV 00 2, a1,OCK vJA 1-- L wF-LL S-rE P g �s "`-J C 4 tt C R E -ir E• s `- !=> E Aw / \ L.1._. PERMAW ENT WON \4CLUStVE �T�5Etu1ENT FOR - Pty 1� l.-.. t C C3 f•. AC. q �N O C O tJ G-r R. V C 1 o t-4 C7 F- A\ FRO-r1E C-rvvC t�_ e \C 05-RNA �S pt~SC1,lC'3 :.Cj 1N •R. 51-7 Cp , P. 1 2 t GULF- OF MEXICO - CLI--_NR\ 54 °2'5'0 "E n A0 nr' n1, r 31CrD. "7- (R� CO N C • RAM C014CRFETE. R. C ). E3. F`o P. Po1NT OF I CoNANA C E M�.{\IT tai 5 4' 2 5"50"W c CR � , �.,r' C0RNE� A �.v � � C M 4 x 4 N L s o of t-o"r I R C 1/2 ..� eL0 C C 13 ASS � DE o ��� P5M � 4�-G4 Svd01v1S�oc`J No. 'S O. 1? �o�T►-t pg. 3� . Q� ' 3 -�- v�1ES RE CORO E tRG = 5 (B 5° tj�45 " C C�-i • 2I 2 • 21 --so • ARC 2.1'-S. Co3, -. m,- nmrintj oAP( °F1 "A ". C R - 53 g 30 m 2043 Yx 0 JUN 2 5 2008 t DEVELOPMENT SERVICES DEPT 0, Op CLEARWATER ep C� acL � aoa S'a o �- �, Sal S GIF View B�uD s ovER L As,C3 o O t%"1 t; o R. PG t ell V o 0 ',N C S R M q2 P 1 r' w/o= comic. .Y ' OV E R, RAMP 0VMP5'1tp, 2. S� C. 1 .8' CO N C Sl.A,\,I %- CA PT LEGAL DESCRIPTION PARCEL "B ": A PARCEL OF LAND SITUATED IN SECTION 17, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE NORTHWESTERLY CORNER �F LOT 1, aL pCKr C. RFBCORDS OF P DIMS ON N0. S, ww- &(ZS-fog Le ­5 c rlNi w w -����� s- C* 2A Anqw A 5 ey v AU G4 4 'lip 4r i II i� 004' ? * 411"k