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FLD2005-12115 FLD2005-12115 18425 US HIGHWAY 19 N CRISTAL CLEAR COMPANIES PLANNER OF RECORD: WW ATLAS # 318A ZONING: C LAND USE: CG RECEIVED: 12/28/2005 INCOMPLETE: COMPLETE: MAPS: PHOTOS: STAFF REPORT: DRC: CDB: CLWCoverSheet C) :;: Cl c:i o > o u u u u /" ()" w !;:( :;: ()" L5 -' u /" m => -' U >- <{ u -/. ::;;; I i.D o '------ ill C'J '------ C'J I ARCHITECTURE ENGINEERING PLANNING .~~.-~ ~ CAY CLUBS ORLANDO OFFICE: 482 SOUTH KELLER ROAD ORLANDO, flORIDA 32810 PHONE: 407.647.7275 FAX: 407.647.8903 TAMPA OFFICE: 5300 WEST CYPRESS STREET, SUITE 200 TAMPA, FLORIDA 33607 PHONE: 813.282.7275 FAX: 813.282.9767 f CONSULTANTS: RESORTS & MARINAS ~ ......11III- A ARCHITECTURE AND SIGNAGE: LIGHTHOUSE CREATIVE INC. - ......11III,.- .-011 ,.. ...,.. -' 127 W. FAIRBANKS AVE., SUITE 450 ..... " ...... r WINTER PARK, FLORIDA 32789 J PHONE: 407.578.5481 FAX: 407.292.0596 I I I ~~ ~-~ ~ .l - - ~- .- ..... ~ - .,. ,-. ~ 11III ..... --i .l _ ~ ~- .l._ ~ -- .... LEVEL/II FLEXIBLE DEVELOPMENT APPLICATION LANDSCAPE ARCHITECTURE: MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 COMPREHENSIVE INFILL REDEVELOPMENT PR()]ECT DECEMBER 28, 2005 CLIENT / PROJECT NAME: =- ~~ ~ ~ ~ CAY CLUBS RESORTS &: MARINAS 2704 VIA MURANO CLEARWATER, FLORIDA 33764 PHONE: 727.531.2525 FAX: 727.531.0152 CLEARWATER CAY CLUB LEVEL~ II FLEXIBLE DEVELOPMENT APPLICATION COMPREHENSIVE INFILL REDEVELOPMENT PROJECT DGCEMBER 28, 2005 ~" . I !: :,'1 , :r=:::::r: ~, I,!"':I ;:1",::, :r:::=r: r-----J __~,!':I:::~! :i'l,;i::::I~':!': .:' ~ ly-------, ---::::;:::,~,if:'II:'i'i:j':I'I-:illl:l,i'I::II:I,!'II~:i~ '------'1 ~~ ,II,!IIIIIII !'II ::: i 11;':III!:I:!':I::'III!':il':;-~------ r-~ P]i'i:ii'II::!ii::;,::!!iii:il!!ii:!'!,li,i:j:I"i,;:,!,i'I:!:!iil'::!,III:iiiii!I!I!!il::II::~!:, , ',' ['I ",' "I' Il'i 'I' '11',il' :: '-. 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PROFESSIONAL SEAL: rE ~~ !IJIiI -- DEe >~ i) 2005 m pLANNING DEPARTMENi CITY OF CLEARWATER " " " -~ I I ,;-- .' . o o o m \,-C-~,O oC:'=~~~"'.-=,c ='.-- .-~= ,=c,_~,=~~-~'_~~'=~-_'_~~=C"_~=C'~' =~'i' I:.',-'-~ '~~-jJf-=--:--':"j'~' ;';~d1"'-- '<-~r?3TIf---- -:_~-~' ,,' ,-:- i! -! ,~' i-f : .",,-,,____ -,_c,., :::---,:, '''''''''_-0- _ u:.._-_..,..' I b--~."__:,, ~ ",~ ~~~. ?F0~~ I~~v/~ m '--' e-- l-e-' ,--,--' e-e- mfJB EB ffi E8 ffi ~m~~,~~ I/KJ.)\ El K,1~ El KJ.)i Ei SHEET TITLE: COVER SHEET == SHEET INFORMATION: DATE ISSUED: DECEMBER 28, 2005 JOB NO.: 10-1504.00 SHEET NUMBER: DRAWN BY: BEN. COVER CHECKED BY: DES. SHEET SHEET: OF: -- -- o -- o I c - B - A C) 3= Cl ;; Z w C) C> C> C> /' Ct' w ~ 3= Ct' L5 ....J C> /' en ::::J _..J U >- <r: C> -/. L I "' 0 ----.. r-- N ----.. N - 4 2 c 1 5 \ Proposed Development Information: (Code Section 4-202.A) L 3 Summary of Allowable Uses and Parkin9...B!guirements D Harbourside Office Building 18167 US Highway 19 N 29/29/16/00000/220/0200 Parcel Information Parcels Acreage Sq.Ft. Commonwealt1 Shopping 16.3 710,028 Center Harbourside Office Building 7.5 326,700 (Upland) Harbourside Cffice Building 1.6 69,696 (Tidal/Conservation) Parcel Totals 25.4 1,106,424 f--- 23.8 1,036,728 Developable :Site Area Parcel Name, Street Address, and Parcel Number: Total Overnight Accommodations (517 units) Hotel Meeting Rooms & Support Spa Restaurants Retail Sales and Services 372,959 SF 87,924 SF 13,000 SF 16,463 SF 46,554 SF 3,600 SF Commonwealth Shopping Center 18425 US Highway 19 N 20/29/16/00000/330/0200 Themed Recreational Amenity* (1.5 acres) Existing Harbourside Office Building Existing NY-NY Restaurant 150,000 SF 13,500 SF Total Gross Floor Area Total Site Area Floor Area Ratio 704,000 SF 1,106,424 SF .64 FAR Surface Parking Sheltered Parking Structured Parking Total Parking Provided Total Parking Required by Code Surplus Parking 235 71 1,449 1,755 1,682 73 Description of Requests: * Themed Recreational Amenity to include a potential wave pool, lazy river, water slides or other similar types of water related recreational elements including sun decks, changing rooms, shelters, restrooms and other related management and administrative spaces for a staff not exceed 20 employees. The total pool area shall not exceed 10,000 SF. All final design and engineering plans shall meet the Florida Department of Health Chapter 64-E-9 F.A.C. - Swimming Pool and Bathing Places requirements. The architectural and landscape architectural elements will match the proposed Phase I and will be subject to all codes and restrictions of the City of Clearwater. The specific: requests and their reasons are outlined in detail in Attachment A of the Level II Flexible Development Application. The applicant requests the following deviations from the intensity and development standards: 1. Waiver from the Certificate of Concurrency under the exemption clause of Division 9. Concurrency Management, Section 4-901. Authority and Applicability, Item B. 2. Deviation to increase the FAR from .50 to .64 3. Deviation to increase the building height from 50 feet to 120 feet. 4. The applicant is requesting a waiver of the tree survey and tree removal plan, complete landscape plan and irrigation plan requirements as a part of Levell! approval process and has attached Landscape Sheets L-1 through L-9 are in support of the submission of a Comprehensive Landscape Program Requirements Application which has been attached to the Level II application. In addition, the applicant agree that all perimeter landscaping will meet the requirements of the City of Clearwater Landscape Codes for surface parking lots, side yards and buffer plantings. All interior plantings will be comp!eted in a manner similar to what is depicted on Sheets L-8 and L-9. 5. Deviation from the signage requirements outlined in the Signage Chart on Sheet CS-1 and as detailed in the Comprehensive Signage Program Application. D t .1 d All bl U d P k. R t b Ph e al e owa e ses an ar 109 equlremen s .Y ase PHASE I Required Units GFA Calculation Parking Land Use Parking (U) Totals Overnight Accommodations 1/U 317 247,059 317 x 1 317 Retail Sa1es~~d Services 4-5 per NA 16,554 16,554/1000 83 " / " 1000 SF x5 // ...... :-....Hotel Restauran!) Ace ~ 7 -15 per NA 4,463 4463/1000 x 14 '<~---- 1000 SF 15 x 20% Meeting and Ballroom Not in NA 14,560 (Not required by Code) Code Hotel Support Not in NA 73,364 30 cars per 30 - . shift / IJooe- -- -- New York, New York ( 7 per 1000 ) 13,500 13,500/1000 95 Restaurant SF ./ X7 Phase I Totals 317 369,500 539 Traffic Study Impact Study: (Section 4-202.A.13 and 4-a01.C) PHASE IIA Required Units GFA Calculation Parking Land Use Parking (U) Totals -- Overnight Accommodations 1/U 200 125,900 200 x 1 200 -- Retail Sales and Services 4-5 per NA 30,000 30,000/1000 150 1000 SF x5 Restaurants 7-15 per NA 12,000 12,000/1000 180 1000 SF x 15 .- Spa 4-5 per NA 13,000 13,000/1000 65 1000 SF x5 Phase II Totals 200 180,900 595 ....J Piior to conducting an analysis of the potential traffic impacts generated by the proposed development, PBS&J met with City of Clearwater staff. During the meeting it was determined that the adjacent roadway (US 19) is currently over capacity and development along the roadway is being restricted. The City staff also noted that the potential trip's generated by the existing uses on the site could be used to offset any new impacts. State and local concurrency rules allow redevelopments to generate up to 110% of the existing site's trips without being held responsible for any impacts. As depicted I)n Table 1, it is expected that the existing uses on the site could generate up to 12,172 daily trips and 1,254 PM peilk hour trips. The proposed project, as shown on Table 2, is expected to only generate 7,932 daily trips and 836 PM peak hour trips. PHASE liB Required Units GFA Calculation Parking Harbourside Land Use Parking (U) Totals .- Themed Recreational Amenity 1 per NA 3,600 20 x 1 20 (Replace 242 existing parking Employee (20) w/ structured parking Employees Existing Harbourside Office 528 NA 150,000 528 Existing 52e. Building Existing Spaces (Replace 148 existing parking Spaces w/ structured parking Phase liB Totals 153,600 548 Since the pmposed project generates fewer trips than the existing site, the project meets all concurrency requirements. Table 2 - Trip Generation for Proposed Project Land Use ITE Code Size Daily PM Peak Hour Trips Trips Enter Exit 172 15 72 1823 42 205 9367 417 421 810 55 27 12,172 529 725 704,000 I 1,682] 517 I I Project Totals Office on Cornmonwealth Site Harbourside Office Building Commonwealth Shopping Center Restaurant (Sam Seltzer's) 710 710 820 931 7,000 150,000 164,000 9,000 Parking Provided in Plan Parking Provided Phase I Parking Structure 444 Phase I Surface Parking 81 Phase IIA Parking Structure 595 Phase IIA Sheltered Parking 63 Phase IIA Surface Parking 16 Phase liB Parking Structure 410 Phase liB Sheltered Parking 8 Phase liB Surface Parking 138 Total Parking Provided 1,755 Total Parking Needs 1,682 Surplus Parking 73 Table 2 - Trip Generation for Proposed Project La nd Use ITE Code Size Daily PM Peak Hour Trips Trips Enter Exit 261 16 76 1823 42 205 2348 94 119 1799 100 49 810 55 27 892 26 27 136 4 5 7,932 333 503 Office on Commonwealth Site Harbourside Office Building Specialty Retail Restaurants (On-Site) Restaurant (8am Seltzer's) Hotel/Condo Water Park 710 710 814 931 931 310 435 12,000 150,000 54,000 12,000 9,000 508 1.5 5 -\ 3 4 , ' , ' - - " -, ,BAYVIEW-, .. ~ , '\ ... , . , - - ,'TAMPA'_BAY , . LARGO INLET 25 f 32 SECTION 29, TOWNSHIP 29 SOUTH, RANGE 16 EAST PINELLAS COUNTY, FLORIDA LOCA TIO~~ MAP DRAWING INDEX: COVER SHEET G-1 G-2 S-1 TO S-4 S-5 TITLE COVER SHEET GENERAL NI~TES EXISTING C()NDITIONS PLAN COMMONWEALTH SHOPPING CENTER SURVEY ST. JOE I HP~RBOURSIDE SURVEY C-Q C-1 C-2 C-3 C-4 C-5 OVERALL SITE PLAN NORTHEAST QUADRANT SITE PLAN SOUTHEAST QUADRANT SITE PLAN NORTHWEST QUADRANT SITE PLAN SOUTHWEST QUADRANT SITE PLAN DRAINAGE [)ETAILS A-1 A-2 A-3 CONCEPTUj~L ELEVATION STUDIES SOUTHEAST OBLIQUE AERIAL VIEW NORTHWEST OBLIQUE AERIAL VIEW LP-1 LP-2 LP-3 LP-4 LP-5 LP-6 LP-7 LP-8 LP-9 OVERALL L)~NDSCAPE KEY PLAN NORTHEAST QUADRANT LANDSCAPE PLAN NORTHWEST QUADRANT LANDSCAPE PLAN CENTRAL QUADRANT LANDSCAPE PLAN SOUTHERN QUADRANT LANDSCAPE PLAN LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS GRAND CANAL CONCEPT GRAND CANAL CONCEPT CS-1 COMPREHENSIVE SIGNAGE PROGRAM 2 [- 1 ".,_,'".', f",' :' [ ',:.:- , "".; , ARCHITECTURE ENGINEERING PLANNING ORLANDO OFFICE: 482 SOUTH KELLER ROAD ORLANDO. FLORIDA 32810 PHONE: 407.647.7275 FAX: 407.647.8903 TAMPA OFFICE: 5300 WEST CYPRESS STREET, SUITE 200 TAMPA, FLORIDA 33607 PHONE: 813.282.7275 FAX: 813.282.9767 D"" " CONSULTANTS: 'i ""- _;,. '.".' , ARCHITECTURE AND SIGNAGE: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 LANDSCAPE ARCHITECTURE: MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c L: CAY CLUBS RESORTS Cst MARINAS 2704 VIA MURANO CLEARWATER, FLORIDA 33764 PHONE: 727.531.2525 FAX: 727.531.0152 CLEARWATER CAY CLUB LEVEL~ II FLEXIBLE DEVELOPMENT APPLICATION COMPREHENSIVE INFILL REDEVELOPMENT PROJECT DECEMBER 28, 2005 B APPROVAL SCHEDULE: APPLlCA liON DUE: COMPL TETNESS: DRC MEETING: RESUBMITTAL: COB MEETING: APPROVED: 12/28/05 01/06/06 02/02/06 PROFESSIONAL SEAL: ORIGINAL RECEIVED DEe '! b 2005 PLANNING DEPARTMEN r CITY OF CLEARWATER SHEET TITLE: A GENERAL NOTES SHEET INFORMATION: DATE ISSUED: DECEMBER 28, 2005 JOB NO.: 10-1504.00 SHEET NUMBER: DRAWN BY: B.E.N. CHECKED BY: D.E.S. 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"'~ ~~ '~ll'~ ~~~ (" _ '_ ----J 81 -.....N~ '- ~,~ 141 (]I g NOT INCL~E) .g. -...... ~ ...... - .-f. -- "!II - .&' ~ ~. <' I ~ 1IJ1._TDIJAiO ;; ~ 50' EASEMENT IN - --:'" - ~ -",,- _ ~ ~ ,') ~ HI lh ~ -H_ _1-, - q /" ~~ - ~ ~~ - I"Y\~ \~ ~ ..~ ..., r ~ ..., - ..., <0-, ~ ..., .." 4>~ ~!::~ PINfLLAS WATER COMPANY '-- ~~ .rliT _ ",---IL-;- _ _ S~ _0 _ _ -_ '-y,,~'-'. -. X ll--- ./ I: m ~. !~"~ -~- ~ ~-- ~o .tf' - .......'-.. -~"- K~:1~~;: ~g: 1~~ & ---1 _ Il1t!~ L ,I-Ill::! r~ :: J I J 1..1J'~,I-'I/IIII~ I (\ ~I:ar"~111 II ~_II \ I rl} 1,Il.'I\f;;\ X '00 ...-... I L .......--n" n1lnl I RnAII'~~r'~~ ~~ ~<"T~ ,p~v~~~ ~ ~~~eo~~~~~:ij;:'e~/=;oot~feo.'~ (~~~;'.~n~::7 "~~, ~ ~ HO' . f f]1 , Z33:Q()'-'" ~ ~..Jf -', ~ 1- _L1J.1. -,-..,w~1illo - - J Il" 73, mlO\.. ~ J... ~o< 200,OD' (D).l- -" JJ I") 3!;'''''OO ill ~ 'n O' . ~ I.~ r '.," ~, lid: .. 'Y<.i .. n, "0 ~ .. D' ~I-- ,,0 ' _+-- \tiLJ I,~,.. -\ ~ H/l'Ul OTflIloL--- ODH ~o_ ,t 01'26'21" E~H ~ '!:J~/7 ~'~H :'~5~:' IO~) DH I--- ... J'.ll. ~H fl~ (siD ) ~ HD r _~- DHo 1~[7~ 78, ii ~.:- +. <:. ~~... '~. ,~t:~'~~~ -:~ L ,3SOl Di:NIl J.VM-,01H~ill ;~;;=j~ ~ '--1<lU)SllII"-O DH ./ '" i '" I 1lI- Y ./ \i- V ~ /' ~ iUo 1 ~z ~ b\~ 7,i. ..- · ,~ I 'J_ ...r AlU'UJOIroI dOl ~Q 40' RIGHT OF WAY EASEMENT' dOl li. \~ \ ~ :~ L--EAST R/W ~NE i~ dOl /~~ ~8~. ~ g Ii ....~~ Q ",fi~ ~ Q <;. "< 9;. () '<~ 41>< 4-;. "';. < ill ~:r:. ~~5~~~~~A]~: ~;_:~ SoA ~ ~ ~ - ~~ - U,$, HIGHWAY 19 ~ "" - 0 ~ 1 i I · ~ ll~ Lon :i~~ ~;1::"~,~~ ;. 't~)~~.." lilJ,Gl t:: I ~I~ l ~ ~ a ~ 5 ~ ~H (0).L9. a9 3..9. Yi.OON .. e .. ~ IO'I!I Hl.OIM AVM -'0 .lHDllj.(IOl Z :i [;J 5~ ~ avOll3J.V.LS ~i ......... .^ ~ q;.- lil ~~ 6~A'1fMHnIHSn ~~ 1Ill1O~ e ffi ~3 :l ::E~.. :l: ~:3; ~ w:! Z !..t ~i~ !Z;~ 0 ~~i <( ~ 0 ~f; c:: c:: <( W -.J -.J W m D BAY ARISTOCRAT VILLAGE MOBILE HOME PARK ,,-,,\'C..' C f- z ~~ffi Wz. ./ <!l::)0 ~80._/ - 0~O <( CO ~-'~ ~~ . 0-0::: 0.0 o I"'l ,--.. o w o 0:: ,--.. 0 t....(/) U ~LS w <10:: 0:: -' <I: Z _I .- ::> 5: Z g '--'" 1-' ~ 0::"::: <1; ~ ..........0:: Q. 0 <I: <.>000. OUO f-- '--'".......... W V) 0 ~ o~ U (J) 0 <( ~ ~::I: ~( z~~ (:) Q (!) CD 1--,'-0 I <C.......... o(J)~ (t::o~w ~~ (/) 0 c.:> :~ ~ N ~ ~ ffi <0 i:) (/) '*' 5 ~ \;( I"'l ,~ 0:: 0 w ~ . ~~~~ ~LS~ Z:>u..a::: .J_ -> u~UIl)~ ;;8 0........lL..~ o~ l/iO:::OI"'l <1:0 -" >-. ::I: 0:: 0 t: 0:: <I: <Duo ~ CO B u ~o w'- ::,,:::0 <1:0 ::1:.......... (/).- o ZO .......... ::,,:::'" LS~ I-l() (/)lXl .......... SHAK~~ w(J) ZN ~.......... o~ c.:>'*' zo z::J -0 ~u.. o <I: TEAK N' I--- (, A 5 4 1 PARCEL INFORMATION: l<. ")(....;J I' PARCEL INFORMATION COMMONWEALTH SHOPPING CENTER HARBOURSIDE OFFICE BUILDING (UPLAND) HARBOURSIDE OFFICE BUILDING (TIDAUCONSERV A TION) PARCEL TOTALS DEVELOPABLE SITE AREA ~ < . '!; ~ \i ....... e it> I"'- lI'i t') <D ~ o o 3~ ~~ ~~ i~ ~~ ~ N en CO Z ~ ~ __i!: ~ ei ~ ~ , ~4 ~ n I I ~ IU 11 ) >> ../ ~~ ~o~ 17 .).::1 00-6> ~.).y 01<00 ~.-==~ $ ~4'; ~ STATE ROAD 55 - U.S, HIGHWAY 19 <., lNl1G'1'f'd#J~ '< <l-- S), <l-- ~ \ ( \/ \( ";. % '... ~( /' \ \ r '.. EXISTING COMMERCIAL ISTING COMMERCI~ ~ 5 4 3 2 [ NORTH 160 I 04080 I I I SCALE: i"" = 80' Half Size Scale: 1"" = 160" ACREAGE SQ.Ft. 16.3 710,028 7.5 326,700 1.6 69,696 25.4 1,106,424 23.8 1,036,728 COVE CAY -- 1 ARCHITECTURE ENGINEERING PLANNING ORLANDO OFFICE: 482 SOUTH KEUER ROAD ORLANDO, FLORIDA 32810 PHONE: 407.647.7275 FAX: 407.647.8903 TAMPA OFFICE: 5300 WEST CYPRESS STREET, SUITE 200 TAMPA, FLORIDA 33607 PHONE: 813.282.7275 FAX: 813.282.9767 D CONSULTANTS: ARCHITECTURE AND SIGNAGE: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 - LANDSCAPE ARCHITECTURE: MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: C ~~ CAY CLUBS f RESORTS & MARINAS 2704 VIA MURANO CLEARWATER, FLORIDA 33764 PHONE: 727.531.2525 FAX: 727.531.0152 - CLEARWATER CAY CLUB LEVEL, II FLEXIBLE DEVELOPMENT APPLICATION COMPREHENSIVE INFILL REDEVELOPMENT PROJECT DECEMBER 28,2005 B APPROVAL SCHEDULE: APPLICATION DUE: COMPL TETNESS: DRC MEETING: RESUBMITTAL: CDB MEETING: APPROVED: 12/28/05 01/06/06 02/02/06 PROFESSIONAL SEAL: - SHEET TITLE: A EXISTING CONDITIONS PLAN SHEET INFORMATION: DATE ISSUED: DECEMBER 28, 2005 JOB NO.: 10-1504.00 SHEET NUMBER: DRAWN BY: B.E.N. CHECKED BY: D.E.S. SHEET: G-2 OF: SECTION 209 TOWNSHIP 29 SOUTH9 RANGE 16 EAST PINELLAS COUNTY9 FLORIDA SURVEYOR'S NOTES: SURVE YOR' S NOTES: (cant i nued) LEGAL DESCRIPTION: (PER TITLE COMMITMENT NO. 040975 CHICAGO TITLE INSURANCE COMPANY) I. BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 20, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA HAVING A BEARING OF S890I9'48"E. 8) LEA SEA G R E E ME NT, 0 . R ' 5385, P G . I 8 3 7, O. R. 5590 , P G . 502 , 0.R,503S, PG, 908; O,R. 75<1S, PG, 333 AND O,R, 7589, PG, 1935 OVER PORTION OF SUBJECT PROPERTY FOLIO .20/29/15/00000/330/0210. 9) A G R E E ME N T WIT H C I T Y 0 F C LEA R W ATE R, 0, R , 4 2 0 I, P G . I 7 8 4 I S A B LAN K E T AGREEMENT OVER ENTIRE SUBJECT PROPERTY, 10) EASEMENT, O.R. 4207, PG. 353. EASEMENT TO FLORIDA POWER CORPORATION TO CONSTRUCT, INSTALL, OPERATE AND MAINTAIN ELECTRIC SERVICE FACILITIES OVER THE SUBJECT PROPERTY DEFINED BY DRAWING ON PAGE 4 OF DOCUMENT. PAGE 4 IS ILLEGIBLE, THEREFORE, EASEMENT LIMITS ARE NOT PLOTTABLE ON SURVEY. ABOVE GROUND ELECTRIC SERVICE FACILITIES HAVE BEEN SHOWN ON SURVEY. I) I 0' SAN I TAR Y S EWE REA S E ME NT, O. R , 4 2 2 3, P G . I 4 99, E AS E ME NT TO CITY OF CLEARWATER, SHOWN ON SURVEY. 2) EASEMENT AGREEMENT, O.R. S127, PG.573, BLANKET RECIPROCAL EASEMENT FOR PARKING, AUTOMOBILE AND PEDESTRIAN INGRESS AND EGRESS ACROSS ALL COMMON AREAS OF SUBJECT PROPERTY AND ADJOINING PROPERTY FOLIO '20/29/15/00000/330/0300, NOT PLOTTABLE ON SURVEY. 3) EASEMENT, D.B. 1455, PG. 199 AND D.B. 1465, PG. 184. 50' EASEMENT TO PINELLAS WATER COMPANY, DOCUMENT DESCRIPTIONS MOSTLY ILLEGIBLE, PLOTTED ON SURVEY AS BEST ESTIMATE OF LOCATION BASED ON DISCERNIBLE PORTIONS OF DESCRIPTIONS AND DEPICTION OF SAME EASEMENT ON SPECIFIC PURPOSE SURVEY, FLORIDA DEPARTMENT OF TRANSPORTATION SECTION JOB 15150-1579, 158081581, SHEETS 788. 14) EASEMENT AGREEMENT, O.R, 3856, PG. 824, MUTUAL EASEMENTS (LINEAR IN NATURE) FOR INGRESS AND EGRESS, SHOWN ON SURVEY. 15) EASEMENT, O,R, 1417, PG. 413, DOES NOT IMPACT SUBJECT PROPERTY, (LOCATED ON ADJOINING PROPERTY FOLIO -20/29/16/00000/330/0500) 15) DRAINAGE EASEMENT. PINELLAS COUNTY, O,R, 2780, PG. 68, SHOWN ON SURVEY. 17) EASEMENT, O.R, 3875, PG. 36. R/W EASEMENT TO CITY OF CLEARWATER, SHOWN ON SURVEY. NOTE: APPEARS TO BE 5' ERROR IN LEGAL DESCRIPTION OF PARENT TRACT WITHIN EASEMENT. DISTANCE OF 1155.55 FEET SHOULD BE 1150.56 FEET TO FIT WITH NORTH LINE OF SUBJECT PROPERTY. PLOTTED ON SURVEY ON BASIS OF DISTANCE OF 1155,55 FEET. 18) 30' DRAINAGE 8 UTILITY EASEMENT, CITY OF CLEARWATER, O.R. 4055, PG, 392, SHOWN ON SURVEY. 25' RIGHT OF WAY EASEMENT, CITY OF CLEARWATER, O.R. 405S, PG. 396, SHOWN ON SURVEY, EASEMENT FOR DRAINAGE 8 UTILITIES, CITY OF CLEARWATER, O.R. 40S5, PG. 399, SHOWN ON SURVEY, EASEMENT FOR SANITARY SEWER, CITY OF CLEARWATER, O,R. 4055, PG. 399 APPEARS TO HAVE BEEN REPLACED BY O.R. 4223, PG. 1499 HOWEVER, WAS ~~OT PROVIDED WITH ANY RELEASE OR ABANDONMENT DOCUMENT, I 9) E A S E ME NT, 0 , R , 40 I 4, P G . I 68 7. E A S E ME N T TO F LOR IDA PO WE R CORPORATION TO CONSTRUCT, INSTALL, OPU:AI-E AND MAINTAIN ELECTRIC SERVICE FACILITIES OVER THE SUBJECT PROPERTY DEFINED BY DRAWING ON PAGE 3 OF DOCUMENT. PAGE 3 IS ILLEGIBLE, THEREFORE, EASEMENT LIMITS ARE NOT PLOTTABLE ON SURVEY. ABOVE GRO~ND ELECTRIC SERVICE FACILITIES HAVE BEEN SHOWN ON SURVEY. APPEARS TO BE AN EASEMENT OVER THE SAME AREA AS O.R. J207, PG. 353 (SEE ITEM "!O ABOVE) 20) NOT A MATTER OF SURVEY, lA) THAT PART OF GOVERNMENT LOT 4 IN SECTION 20. TOWNSHIP 29 SOUTH. RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 2. ELEVATIONS BASED ON FLORIDA DEPARTMENT OF TRANSPORTATION BENCH MARK DESIGNATION IS-88-A-90, ELEVATION 8,7<1 FEET, NATIONAL GEODETIC VERTICAL DATUM OF 1929. BENCHMARKS SET ON SITE ARE DESCRIBED AS FOLLOWS: I) 4 "x4" CONCRETE MONUMENT AT THE NORTHWEST CORNER OF SUBJECT PROPERTY. ELEVATION = 9.46' 2) NAIL 8 DISC STAMPED "LB4874" ON EAST PROPERTY LINE. ELEVATION=7.27' COMMENCING AT A POINT ON THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY 19, SAID POINT LOCATED SOUTH 89019'48" EAST ALONG THE SOUTH LINE OF SAID SECTION 20, A DISTANCE OF 100.01 FEET FROM THE SOUTHWEST CORNER OF SAID SECTION 20, RUN NORTH 01025'21" EAST. 5.00 FEET ALONG THE EAST RIGHT OF WAY LINE OF U,S. HIGHWAY 19 FOR A POINT OF BEGINNING, THENCE CONTINUE NORTH 01026'21" EAST, 345 FEET, THENCE SOUTH 89019'48" EAST, I 75 FEET, THENCE NORTH o I 026' 2 I " E AS T, 200 FEE T; THE N C E NOR T H 890 I 9 ' 48" WE S T, I 75 FEE T TO THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY 19, THENCE NORTH 01026'21" EAST ALONG SAID EAST RIGHT OF WAY LINE, 615.55 FEET; THENCE SOUTH 89026'50" EAST, 885,00 FEET; THENCE SOUTH 01026'21" WEST, 572 FEET: THENCE NORTH 89019'48" WEST, PARALLEL TO THE SOUTH L I N E 0 F S A IDS E C T ION 20, 263 FEE T ~ THE N C E SOU THO I 0 25 ' 2 I" WE S T , 245 FEET: THENCE NORTH 89019'48" WEST, 12 FEET, THENCE SOUTH 01026'21" WEST 344,37 FEET; THENCE NORTH 89019'48" WEST. PARALLEL TO THE SOUTH LINE OF SAID SECTION 20, 510.00 FEET TO THE POINT OF BEGINNING. 3. THE RIGHT OF WAY FOR STATE ROAD 55 (U.S, HIGHWAY 19) WAS BASED ON SPECIFIC PURPOSE SURVEY, FLORIDA DEPARTMENT OF TRANSPORTATION SECTION 15150-1579, 1580 8 1581 DATED 11/21/88 AND LAST REVISED 01/20/89. 4. SUBSURFACE IMPROVEMENTS INCLUDING UTILITIES, UNDERGROUND FOUNDATIONS OR ENCROACHMENTS, IF ANY, HAVE NOT BEEN LOCATED. 5, SUBJECT PROPERTY IS ZONED (C) COMMERCIAL HAVING THE FOLLOWING LEVEL ONE MINIMUM STANDARDS PER CITY OF CLEARWATER SECTION 2-702, MUNICIPAL CODE: MINIMUM LOT AREA - 1000-0 SQUARE FEET M I N [ MU M LOT WID T H - I 00 FEE T MAXIMUM HEIGHT - 25 FEET MINIMUM FRONT SETBACK - 25 FEET MINIMUM SIDE SETBACK - 10 FEET MINIMUM REAR SETBACK - 20 FEET MINIMUM OFF-STREET PARKING - 5/1000 SF GFA (RETAIL) IS/IOOO SF GFA (RESTAURANT) LESS THE FOLLOWING, TO WIT: (B) THAT PART OF GOVERNMENT LOT 4 IN SECTION 20, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY 19. SAID POINT LOCATED SOUTH 89019'48" EAST ALONG THE SOUTH LINE OF SAID SECTION 20, A DISTANCE OF 100.01 FEET FROM THE SOUTHWEST CORNER OF SAID SECTION 20, RUN NORTH 01025'21" EAST, 5.00 FEET ALONG THE EAST RIGHT OF WAY LINE OF U.S. HIGHWAY 19 FOR A POINT OF BEGINNING, THENCE CONTINUE NORTH 01026'21" EAST, 345,00 FEET, THENCE SOUTH 89019'48" EAST, 252.55 FEET; THENCE SOUTH o I 026 ' 2 I" WE S T, 345. 00 FEE T; THE N C E NOR T H 890 I 9 ' 48" WE S T , 252 . 55 FEET TO THE POINT OF BEGINNING. 6. SUBJECT PROPERTY CONTAINS 318 REGULAR STRIPED PARKING SPACES AND 14 MARKED HANDICAP SPACES. THERE ARE NUMEROUS UNSTRIPED PARKING AREAS AND AREAS WHERE STRIPING IS INCOMPLETE HAVING AN INDETERMINATE COUNT, 7. THIS SURVEY MUST BEAR THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR 8 MAPPER IN RESPONSIBLE CHARGE OF ITS PREPARATION, OTHERWISE THE SURVEY IS NOT VALID AND IS FOR INFORMATION PURPOSES ONLY. LESS THE FOLLOWING, TO WIT: 8. THIS SURVEY OR ANY PART THEREOF SHALL NOT BE REPRODUC[D WITHOUT THE WRITTEN CONSENT OF PBS8J, (C) THAT PART OF GOVERNMENT LOT 4 IN SECTION 20, TOWNSHIP 29 SOUTH, RAN GEl 5 E AS T, PIN ELL AS CO UN T Y, F LOR I D A , BEl N G MO R E PAR TIC 1I L A R l_ Y DESCRIBED AS FOLLOWS: 9. ATTENTION IS DIRECTED TO THE FACT THIS MAP MAY HAVE BEEN ALTERED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA, COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 20, RUN SOUTH 89019'48" EAST, 100,01 FEET: THENCE NORTH 01026'21" EAST, 623,79 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE NORTH 01026'21" EAST, I 79.82 FEET; THENCE SOUTH 89019'48" EAST, 210.24 FEET; THENCE SOUTH 01026'21" WEST, 179,82 FEET; THEI\JCE NORTH 89019'48" WEST, 210.24 FEET TO THE POINT OF BEGINNING. 10. SUBJECT PROPERTY CONTAINS 1~,80 ACRES, MORE OR LESS. I I .THE LAST "LESS THE FOLLOWING" PORTION OF THE LEGAL DESCRIPTION DOE S NOT MAT H E t\,. ,6, TI C ALL Y C LOS E. ERR 0 R 0 F C LOS U REI S I: 1 4 4 9 ' , ERR 0 R WAS PLACED IN THE lHIRD LEG FOR PURPOSES OF MAP DEPICTION AND LOCATION OF FOUND MONUMENTATION, 1 I. TH I S SURVEY I S BASED ON T I TL[ COMMI TMENT NO, 040975 PREPARED BY CHICAGO TITLE INSURANCE COMPANY WITH AN EFFECTIVE DATE OF AUGUST 18, 2004. ITEMS IN SCHEDULE B - SECTION 2 ARE ADDRESSED AS FOLLOWS: 12,SUBJECT PROPERTY LIES WITHIN ZONE "AE" PER FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 12509600170 DATED AUGUST 19, 1991, DEPICTING A BASE FLOOD ELFVtTION OF 10.00, NGVD 1929 DATUM. ALSO SHOWN ON PINELLAS COUNTY FIRM VIl:::WER (INTERNET WEBSITE) MAP 12103COl28G DATED 2003. LESS THE FOLLOWING, TO WIT: (D) THAT PART OF GOVERNMENT LOT 4 IN SECTION 20, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: I) NOT A MATTER OF SURVEY. 2) (0) NONE OBSERVED (b) AS SHOWN ON SURVEY (c) NONE OBSERVED (d) NOT A MATTER OF SURVEY, (e) NOT A MATTER OF SURVEY. (f) NONE OBSERVED (g) NOT A MATTER OF SURVEY. 3) NOT A MATTER OF SURVEY. 4) NOT A MATTER OF SURVEY, 5) EASEMENT AGREEMENT, 0.R,4517, PG, 1842. BLANKET RECIPROCAL EASEMENT FOR INGRESS AND EGRESS OVER PARKING AREAS OF SUBJECT PROPERTY AND ADJOINING PROPERTY FOLIO "20/29/16/00000/330/0500. NOT PLOTTABLE ON SURVEY. 6) 40' R/W EASEMENT, O.R.40S5, PG. 394 TO CITY OF CLEARWATER, SHOWN ON SURVEY, 7) AGREEMENT OF RECIPROCAL EASEMENTS, O,R. 5037, PG, 1534, BLANKET EASEMENTS FOR INGRESS, EGRESS AND PARKING OVER SUBJECT PROPERTY AND ADJOINING PROPERTY FOLIO '20/29/15/00000/330/0500, NOT PLOTTABLE ON SURVEY. THE UNDERSIGNED HEREBY CERTIFIES TO LG 3C, LLC; DC702, LLC, STUMP, STOREY, CALLAHAN, DIETRICH 8 SPEARS, P.A.; AND CHICAGO TITLE INSURANCE COMPANY THAT: FROM THE SOUTHWEST CORNER OF SAID SECTION 20, RUN SOUTH 890 19'~8" EAST, 100.01 FEET TO THE EAST RIGHT OF WAY LINE OF U,S, HIGHWAY 19; THENCE NORTH 01026'21" EAST, 5,00 FEET, THENCE SOUTH 89019'48" EAST, 415.65 FEET FOR A POINT OF BEGINNING, THENCE NORTH 01025'18" EAST, 345 FEET; THENCE SOUTH 89019 '48" EAST, I 75 FEET; THENCE NORTH 01026'21" EAST 123 FEET; THENCE SOUTH 88034'42" EAST, 154.~0 FEET, THENCE SOUTH 01026'21" WEST, 120.45 FEET, THENCE NORTH 890 I 9 ' 48" WE S T I 64 . 35 FEE T TOT HE POI NT 0 F BEG INN I N G . ';URVEYOR'S CERT I FICA TE \ '-----' ------..; i) THE DRAWING HEREON IS A CORRECT REPRESENTATION OF A TRUE AND ACCURATE SURVEY rMDE BY THE UNDERSIGNED AS OF THE DATE SHOWN HEREON, , i i) THE PERIMETER OF THE SURVEY WAS ESTABLISHED BY ACCURATE FIELD MEASUREMENTS, , i i i) THE MONUMENTS Vv'ERE FOUND OR SET AS INDICATED HEREON, : ivl ALL THE PROPERTY SURVEYED AND DESCRIBED IS CONTIGUOUS ALONG THE ENTIRE 130UNDARY THEREOF, AND IS ENCLOSED WITHIN THE PERIMETER SHOWN; AND :v) THE RIGHTS OF WAY LINES OF STATE ROAD 55 (U.S. HIGHWAY 19) IS CONTIGUOUS ALONG THE [NTIRE Vv'EST BOUNDARY OF THE PROPERTY SURVEYED, AND ACCESS. INGRESS AND EGRESS IS IJERMI TTED THEREFROM AND THERETO, Cooper PI . Gulf To B.y Blvd, '" ~ } ~ TO TAMPA -----"" 60 ca",poetl Palkvvay CLEARWATER SHEET LEGEND COVER SHEET BOUNDARY DATA TOPOGRAPHIC DATA I 2 3-L'f fHE UNDERSIGNED FURTHER CERTIFIES THAT THERE ARE: : i) NO ENCROACHMENTS EXCEPT AS SHOWN ON SURVEY, : i i) EASEMENTS AS SHOWN ON SURVEY, : iii) THERE APPEAR TO BE NO GAPS OR OVERLAPS RELATING TO THE PROPERTY SURVEYED. DATE OF FIELD SURVEY: ::lBS8J LB 24 E. GODF~Y--~ SIONAL LAND SURVEYOR -4541 OF FLORIDA VICINITY MAP NOT TO SCALE AUGUST 30, 2005 ~OTE: NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, ............. CUENT PROJECT TASK REVISIONS: 3 ,'" - ~ . ,,', -" ,'. . ",/ '., ' .":'j', ,., CLEARWA TER, FLORIDA AUGUS T 30. 2005 PER CLIENT / ATTORNEY LETTER/INSTRUCTION 2 DECEMBER 21, 2005 REVISE NOTE II, ITEM 12 OFFiCIAL SURVEYORS SEAL BOUNDARY AND TOPOGRAPHIC SURVr~'Y COMMONWEAL TH SHOPPING CENTER 5300 WEST CYPRESS STREET SUITE 200 TAMPA,FLORIDA 33607 Ph. (813) 282-7275 , ' I, ADERESE CORPORATWN .. .r' -' '. .~ -:;'f. .' '(l'.~~ .' , '.".;> ,''-~'' . :'~ ,: 4 338 PARK AVENUE NORTH, SUITE 2-8 WINTER PARK, FL 32789 ORIGINAL .l?ECEIVED DEe '! (S 2005 ;)LANNING DEPARTMENT CITY OF CLEARWATER ORIGINAL: NOV. 2004 JOB NO. 100557.00 DRAWN DMC F. BOOK CHECKED JEG QC WHF ~-\ SHEET I OF 4 POINT OF COMMENCEMENT (C) & (0) @ SW CORNER SECTION 20-29-16 POINT OF COMMENCEMENT (A) & (B) I 1 , 1 -I 01 ~I :n\ UJI lJI I I I I I '1" >- zo <to 0.. N :20 o " UO N W N o " JO o o f-O ViO " , UJ 0::: " WO> ZN :;:;: " 00> N o Z " ZO O...J JO OLL <t o . - 000> o~_ ..... Z W :2o:::UJ Wwo> Vi.....rvl <t<t W:;:;: . >-0:::0 <t<to.. :;:;:W ...J . LLUlJI lJI OLLO .....0'1" :r: >- . o f- 0:: 0::::;0 lJI N w~ 0) '1" t , t , , I , , , , FND'~' IN Sv'W LL o <t o 0::: 0::: <t W ...J ...J W IT] ~ ~ 00 ~ 0') o 0') 00 z UJ 0> N , o N Cl U W Vi 0 W 0 Z 0 ...J l.D :r: f- => o Vi FND NaD LB'61 13 ON FOC FCIRI/2" LB'2610 , o . tt1 c.D FND ~aD LB'3~89 30.00' 20, TOWNSHIP 29 SOUTH, RANGE 16 EAST PINELLAS COUNTY, FLORIDA SECTION STATE ROAD 55 - U. s. HfGHWAY 19 WE S T L I N ESE C T ION 20 29 1 6 / 623.79'(0) POINT OF BEGINNING (A) & (B) EAST U.S. R/W LINE HIGHWAY 19 ~ 345.00' (D) 200.00' (D) ------- 18' x 18' INGRESS /EGRESS-------J:. ~EASEMENT, 0.R.3856, PG.824 L , o ______0- .0--- ADJOINING OWNER - MOTIVA ENTERPRISES "20/29/16/00000/330/0~00 NOT INCLUDED ~ , g F OL 10 . L() I'- V) _____ 0 ------------(1) 25' DR[VEWAY EASEMENT 00 0.R.3855, PG.824 ADJOINING OWNER - SAM SELTZER'S STEAKHOUSE FOLIO "20/29/16/00000/330/0500 NOT INCLUDED ...--fN1J NBD LB'3889 200.00' (D) NOlo26'21"E ~ / ~~ ,--- / / / / / / / / / / o L() L() 27' x 27' INGRESS /EGRESS EASEMENT 0.R.3856, PG.824 . F ND N8D I'- LB'3889 I'- 13~3.67' (FOOT) POINT OF BEGINNING(C) Cl 73.79' ( D ) I = =I=~ ~ ~ - - -- - -- - - - - - -- ------ I ~ 179.82' (0) Cl L() I'- ~O' RIGHT OF WAY EASEMENT CITY OF CLEARWATER O.R. ~055, PG. 394 Cl . o N ~---4-...__ ~ N 00 ~ w 0') -I I J ADJOINING OWNER - HD STAR 19 LLC "20/29 116/00000/330/030 NOT INCLUDED ~ 00 ~ 0') z o 0') 00 FOLIO FND N8D LB'3889 V) FND N8D LB.7013 NOlo26'21"E 179.82' (D) 30' x 30' INGRESS /EGRESS EASEMENT 0.R.3855. PG.824 NOlo26'21"E 345.00' (D) / / / / ~IO' SANITARY SEWER EASEMENT / / CITY OF CLEARWATER N / 0.R.4223. PG.1499 . / / (REPLACES O.R. 4055. PG. 399) ;:= / - / / / / POINT OF / / : BEGINNING(O) ( ( : I I SOlo 25' 18" W I I 123.00' (D)FND pcr I '827 I I 0.3 o o cO o "- o r-'l r-'l o::u2;o w...J 0 W Z ...J 0 Cl ii: > 0 o w ~ ::::J C> 0 cO .....J Zf-- U - "- z Z w CY> _a:l"" o <J: "- --,VlO t- Si! ~ 0 z o o 7 U COVERED WAL K ~' 00 ~ tt1 tt1~ ~c.D 78. ~ ' ONE STORY CBS 'Of' tt1 ~ o Cl 00 __ 00 "- 1 10.6' "- "- "- "- UI o , zo ~ "- "- SOlo 26' 2 I " W 344.37' (D) 246.00' (D) "- "- "- N N o "- "- "- "- "- "- "- "- "- "- "- 70.~' 158.3' "- "- "- "- SOlo 26' 2 I " W N ADJOINING OWNER - GRAND BELLAGIO AT BAYWATCH CONDOMINIUM ASSOCIATION, INC. FOLIO 1120/29/15/32591/000/0001 CL lENT 5300 WEST CYPRESS STREET SUITE 200 TAMPA. FLORIDA 33607 Ph. (813) 282-7275 ADERESE CORPORATION 338 PARK AVENUE NORTH, SUITE 2-8 WINTER PARK, FL 32789 I~' CONC SIDEWALK 892.8' 97.9' . o N ~ 2.2' ~ 00 ~ 0') " U1 o 0') 00 , 8.4 ' z FND N8D LB.70' 3 If) 7 0'> N 20/29/16/00000/330/0200 '1" 0) "'J Cl 1 1.0' , o o VJ VJ . tt1 l.D N o 11.0' VJ .b lJl 199. ~ ' ~ ~ 00 ~ , 0') o 0') 00 TWO STORY CBS 122.3' 0> lJI lJI 20'+/-HIGH CONC BLOCK WALL DRAINAGE 8 UTILITY EASEMENT CITY OF CLEARWATER __ O.R. ~055, PG. 397 I / - - -- _ e. _, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FND . x' SOI026'21"W PROJECT 139. I ' 572.00' (D) NW COR SWI /~ SWI /~ OF 2029-15 o . - 00 o~ BENCHMARK '1 ELEVATION 9.46' , (SEE NOTE '2) ~c DRIVEWAY EASEMENT FCM 4'X4" (REFERENCED IN O.R. 3856, PC.82~) "LE:B~ \f ~- -----~J 72.4' 24.9' ro U1 53.0' '1" 0::: N W CD >-..... 0 f-<[ 0.. ~S:N ...J0:::0> . ~<[rvlUJ .....w lJI =>...J . CD UOrvl d5 Q... LL 0:' W 0 . 0 O>-LnO <t lJI Zf-OZ ~~'1"~ <tU O::f- .0 OzO:::W W .U , :2 oz Ow W rvlVi 0::: <t W w LL W 0:: o 0.. O:'UJ W . ..........rvlUJ Z<t lJI w>- . ::2>-(0) WO:::o..rvl VJ<[ <[ w . 0 w...JlJIO:' U . r-- s: 0)0 "LLrvl 0:::0 := >- . , f- 0::: 0 O~ 'w UJUOu z W 0:' W LL W 0::: f- Z W 0) ::2>-W Wf- Vi Z . <t:=>O WOo.. U W OViO <t<to) Z...Jr-- ~--.JN <tw O:::Z . O~O::: Q. 0 o o rvl u Z >-<0 WO :::LO <l"--. I- tJ)0 o Z"--. f'- :::LCD <l- WL0 f-CD tJ)"--. w , - "- Ct::0I WN Z"--. SO ON II CJ ZO >-< >-< Z-l >-<0 OLL ~ o <l 7 N 0) o W o Ct:: o u W Ct:: Z =:J OF SECTION 50' EASEMENT PINELLAS WATER COMPANY D.B.I~65, PG. 1998 D.B.I~65, PC. 18~ (REFERENCED IN O. R. 3856, PG. 82~) w r-- N 7 N o 0> 0) VJ l TASK REVISIONS: 615.56' - 128.-g~ - - ~.::- - - - - -233:-00~_ FCIRI/2" : PLS'1472 I 0.21 . S I I -----~----------- , _I_ I , , I I , , I , I --II ,-- --rr-- I 1:1 t L_____I'I I r---, I'- I I d I - - - - - - - _fV) -1 _ _ _ 1'1 ' 0'> --'-t'- I 1,1--1 I III I 105.5' , , I r-- I 1:1 ~ I 'II I." I 1:1 ONE STORY 0 1 1'1 MASONRY ro I (RE5TAURANTI '" I 1:1 NIGHT CLUB) '.1' I III , I 1'1 I 1:1 I 1'1 cO cO I 1:1 I 1'1 I 105.3" I 1'1 , I 1'1 ______?~_1_~~!_1_~~??_~~?!_3_3~/021 0 1:1 , - i - - - - - - - - - - - -/'1- - - - --, I 1:1: I III I It, I Ii , I I' t I I I I tl , I III I , , I III I I 1:1: I III I W I 1:1: ~ I III I L() I I . I 1,1, \.0 I III IN , t 0 I III I ~ I ' 25.5' , I I I I I COMMONWEALTH SHOPPING CENTER CLEARWATER, FLORIDA FIR 3/4" 0.14'E.0.22'S FCIR 5/8" PLS'2043 0.25'S 35.3' V) o I.LI tJ) (~ <l <t W . .-J Ct:: .-J<l >ZO OO:::L f- :::2: 0 Ct:: <1: :::2: "--. <l W (1::: 0 0 u.. uuo ~~ O~OW_N f- "--.:::2: Vi , u, '00 0 HUOIILLN (r:: Z NO. <t >-< I"J W W ~ O-lZVi :>- Z "--. >-< ~ <tOwOJ...JLL (1]>-<_0 0 f-"--.:::2::r: <l ..... N 01 0:: " >-<NWO_ (r:: u "--. C) Z Vi l.LJ 0 0 <l ZtJ)N-l LL :;;: tJ) ,,-l 0 O<l 0> (.) tJ) >-< ZCt::-lf- >~ W 0 <l ZZLLCt:: HS U 00 0 -J W f- Cl:::2: tJ) <t 0 I Ct:: <( >- <l OJ 210.00' BOUNDARY AND TOPOGRAPHIC SLIRVEY 0) I I I I I I I I I ~ . :t ' , I -I '1"1 rvll o ~. 71' I ?I 27. 6 ' v:1 I I I I I I 22.3' r-- I I 7 I I I I I / I I ------TI I 1 ~ 0 9 ' 1:1 1'1 , 1,1 It I I 1,1 1'1 t 1'1 1:1 III 1:1 1'1 , III III , III 1:1 1'1 1:1 1'1 t III 1'1 I 1:1 1:1 II/ 1:1 III I III I'I , 1,1 II III 1:1 I I 1,1 1'1 II I I, (D) I I 20 'x I 50' E AS E ME N T TO I~CITY OF ST. PETERSBURG , O.R.1417. PG.413~~ I ~ NI I ~ ~ ~ , ("'51:.\'^( """",Ni ~ ~ I ' ~ ~ <=,0 1(1' CO ~ ~ I ~ ~ ~ l",5 '<'l'" \ gg 8- ~ ------- W ...... ~-h~ "1\-\~l\A6<=" "~'G \1'/\ G \\ZAl ~~~~ ~ 0 O v' c. r . " . ~ ~ -II . \AG~' 3\\<=,6. ~~ 00 o t D.\)' IN 0.1'. ~ ~ ~ ~ , ~ I I (?(\-\C(O ~ ~ ~ , L() , I I \ 1'(1' ~ ~ 0') I(') I . lJIll 0 N lJI ~ O')L() ">-I..J-- 00 N NI lJI 1 I 0J. , I 01 I , L()I tt1 I . I ~I c.D, I t I , , , I ...J I 0 , LL ~ 'N 0 I 026' 21 "E l.D : 120.84' (C) FND PCP'827 _ _ ~~. .i5~ J.QJ _ _ _O~ 2~._0~7~ _ ~_____________ n '1'FC1R 1/2" - - - - - -0- - - -, BENCHMARK '2 LB' 2 51 0 If) I E LEV A T I ON 7. 27 ' r-- I (SEE NOTE '21 0) FND N8D LB.4874 I I I I I I I I I I I I I I I I :~ I ~~ z - lJI '1" r-- r-- ~ 21. 7'~ , ViO IT] . Uo lJI 2 3 4 LEGEND AVE BFP BLOC BP ( C ) CB CBS CH CLF CO CONC (0 ) EOP EM EXIST FOC (F ) FND FCM FDC FH FIR FCIR FPC CM GTE GV HC LB LP MKR MES MW N8D OHW O.R. ( P ) PCP P.B. PG. PLS P.O.B. P. O. C. PP R RCP R/W SAN MH SO SF SR TEL MH TRANS TYP. U IG WM WV M a ~ z 0' , 60' 120' , 30' SCALE: 1 "=60' AVENUE BACKFLOW PREVENTOR BUILDING B R I C K P 1_ ANT E R COMPUTEfJ DATA CHORD Bi~AR I NG CONCRET~ BLOCK STRUCTURE CHORD DISTANCE CHAIN LINK FENCE CLEANOUT CONCRET[ DEED DATA EDGE OF PAVEMENT ELECTRIC METER E X 1ST I N (~ FACE OF CURB FIELD DATA FOUND FOUND CONCRETE MONUMENT FIRE DEPARTMENT CONNECTION FIRE HYDRANT FOUND IRON ROD FOUND IRON ROD 8 CAP FLORIDA POWER CORPORATION GAS METER GENERAL TELEPHONE COMPANY GAS VALVE HANDICAP PARKING SPACE LICENSED BUSINESS LIGHT POLE MARKER MITERED END SECTION MONITORING WELL NAIL 8 DISK OVERHEAD WIRES OFFICIAL RECORDS BOOK PLAT DATA PERMANENT CONTROL POINT PLAT BOOK PAGE PROFESSIONAL LAND SURVEYOR POINT OF BEGINNING POINT OF COMMENCEMENT POWER POLE RADIUS REINFORCED CONCRETE PIPE RIGHT OF-- WAY SANITARY MANHOLE SATELLITE DISH SQUARE FEET STATE ROAD TELEPHONE MANHOLE TRANSFOHMER TYPICAL UNDERGROUND WATER METER WATER VALVE CATCH BASIN (STORM) OVERHEAD ELECTRIC OFFICIAL SURVEYORS SEAL ORIGINAL :'FCEIVED i'f,C <-: .'.:; 2005 'l}\NNI: K; DEPARTMEN1 CITy c f CI r:ARWA1ER ORIGINAL: NOV. 2004 JOB NO._J()0567.00 DRAWN DMC F. BOOK CHECKED OC WH~ JEG C7-:2- SHEET 2 OF 4 I t I t I I I I I t I t I I I I I I I I I I t t I I I I I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I I I t I I I I I I I I I I t t I t I I I I I I I I I I I t I I I t I I I t I I I I I I I I \.D I Q'l N I o N U W Vl W Z ..J f- Vl W '5:: Q'l >- <l: '5:: :r: o - :r: Vl ~, ::J L[) L[) o <( o a: f- o o LL W f- <l: ~ J) I'-- \.D n 'T n BENCH MARK 15-88-A-90 ELEV 8.74 KMC TELECOM BOX MC I U /G CABLE MARKER FPL U/G CABLE MARKER ATMS BOX PINELLAS COUNTY TRAFF I C SIGNAL CONTROL BOX w o 50' EASEMENT PINELLAS WATER COMPANY D.B.1465, PG. 1998 D.B.1465, PG. 184 OPEN INGRESS/EGRESS TO ADJOINING PROPERTY : I :/ 30' DRAINAGE 8 UTILITY EASEMENT CITY OF CLEARWATER O.R. 4055, PG. 392 w TELEPHONE U /G CABLE MARKER S 89026'50" E TOP EL=9.33 W IE=4.67 S IE=4.48 I 36" RCP I I _ _ _ _ _ _ _ _ _) )~_ ~<~_~ T_ _ -eac"'.. ~~~....... .-,. ._d_.. PERPENDICULAR PARKING - NO STRIPING GAS U /G PIPELINE MARKER LI!QP i ' HANDRAIL I SIGN I I I = I I I I - --:-t----- I I I I I I I I ~ I 8 I I o I I ~ I I ICONC ~ I I /WALK I / I I I I I I I I I I I / I I I IBR I cJ I ENTRY I / I I I -~---------- I / I I I / I I I I I I / I I I I / I I I I I I In.. Iii I~ "' TOP EL=6.80 CB.e N IE=2.08 [gJ S IE=2.12 I~K LP I: -y I~ OVERHEAD ~ , ELECTRIC LINE~ . ITYP) . w LP ~ @ , TEL MH : I , I t , I , t I , I I , --~--------------~---------~------- I w o t><l :r: 2 t><l f- Vl <l: W Vl o M Q'l .-.J 0 : W f- 12 o M w o >- <l: '5:: :r: o :r: wf- oa: 'w '> '..J 9:::J ,U ei I ~ flf ~FINISH FLOOR ELEV 9.03 '5:: " a: I , , t I I , I t I , , , I I I , , I , I I , t I I I , I I , , , I I I I , I I - ______1 Vl ::J ~ W Z ONE STORY MASONRY (RESTAURANT/NIGHT CLUB) ...J w o MH @ ~ w o o f- Z W 2a:'T wWQ'l Vlf-n <t<t w'5:: . >-a:o <t<l:o... '5::w .-.J . LLUL[) OLL~ f-O'T :r: >- . of-a: a:~o LP~ L[) \.D w o o 'T 0... o W ~ z n o --e- I I I I I I U /G ELE~ B01 I I I I I I I I I I I I I 1 / I r-LCB lQj TOP EL=7.30 Qj\\\S\\\\\\\\~ w o :/ I I o N CD Q'l I'-- NOT INCLUDED OUTPARCEL W ~TOP EL=7.12 CB D N IE=6.33 S IE=5.38 w o z t><l: w o I I " Vl~ ~CONC BASE ! w :? ; / W / SIGN i ~ [,~ ~ ] I I Q () ~wob-d - --, / ~ ISICN! I I I I I I I ~ONC BAS~ FOR SIGN 175.00' v~tL!//! ml/ jAp2_n_ ) (~) () ( IJI c) () () () C)) I 1 4'x4' WOOD POSTS TO BLOCK ENTRY (TYP) 0... o W ,LP 13: 0 , 0 1 ' I: 0>4 I: g I' 0 o \:8 \ ~ to n V'-l ,_~_ _____ I ~_______ \ 60' R/W EASEMENT CITY OF CLEARWATER O.R. 3875, PG. 36 PP 885.00' (D) E - - - - - - - - - - - - OE - - - - - - _ _ _ _ _ OE _ _ _ _ _ _ _ _ <( PERPENDICULAR PARKING - NO STRIPING ~ SAN MH RIM EL=8.40 (FULL OF WATER! BOTTOM OF STRUCTURE=2.55 @ TEL MH SAN MH RIM EL=8.27 (FULL OF WATER) BOTTOM OF STRUCTURE=2.43 TWO STORY CBS (SECOND STORY FINISH FLOOR ELEV 19.12) }SAN MH SAN MH RIM EL=8.38 (FULL OF WA TER) BOTTOM OF STRUCTURE=0.63 CONC ~ W 0, ONE STORY CBS NOT INCLUDED EB N o :.0 o N o 0 ~ 0 z MATCH LINE 'A' CL lENT PROJECT ADERESE CORPORATION SEE SHEET 4 FINISH FLOOR ~ ELEV9,17 SD~ lifJ ~-~~bt~ MH (TY PE ) ~J UNKNOWN) SD ~ ELEC oDe BOX 0 0 DUMPSTER W/ WALL CONNECTION 30' DRAINAGE EASEMENT PINELLAS COUNTY O.R. 2780, PG. 68 RAISED CONC SLAB / o z 0... a: f- V1 ..J <t 2 ~ z - 2 <t W a: <l: o z ~ cr: <t 0... / f- Z W 2 wa:1'-- VlWQ'l <l:f-n w<t '5:: . >-cr:o f-<to... :;w ..J . ;::Ulf) ::JLL~ ajO"T W~Q o <l:~o Z <l: a: o ~ _ / GA TED INGRESS /EGRESS ~ TO ADJOINING PROPERTY ~ ~ ~ ~ ~ ~ ~ ~ I 4 ~ ~ ~ ~ ~ ~ >< w o BFP (C) CB CBS CLF CONC COR (0 ) ELEC ELEV EOP (F) (FOOT) FH LP MH PP R/W SAN SO SEC S /W TEL TYP U /G W/ I PP o--t.j-I=1+ti-~f9-t 1-I-t+~l-tJj=lLI~JjJjJ=liJJ-----F-a I I I I I I I I I I I I I I I I I PP' I I I I I I I I I I I I I OR I 01:1 I I I I I I I I FH I I I I I I PP I I I LL ..J U CONC _ _ 0 E ~ ~ . - _ oE - - I I I I I I I mo ..-J u" , ----c~JQ - - oE - - - - - -- --:- ~ 10" 0 SAN MH Vl 0- wa: a:m ww >0 0" uf- -a: 901 '48" W SAN MH RIM EL"6.55 ~1.07. S IE"-1.16 SAN MH RIM EL"5.50 S IE"-7.0I, -7.10, N [E"-6.93 -------------------------------------------------- T ASK REV I S IONS: SAN MH RIM EL=7.43 ~~ W IE=I.31, S IE=O.47, SE IE=0.20 FH ~C-o~MH---------- 8 I -..--.. -..--.. /0" I Q I -..--.. LP I -/ I I / I I I I I COMMONWEALTH SHOPPING CENTER BOUNDARY AND TOPOGRAPHIC SUllVEY SAN MH RIM EL"8. 17 (NOT ACCESSIBLE) SAN MH SAN MH RIM E L " 8. 1 2 (NOT ACCESSIBLE) I I _____~__~_~_~_~_L_L_L_~_~_~_~_~_~_~________________________________________________ 338 PARK AVENUE NORTH, SUITE 2-8 WINTER PARK, FL 32789 CLEARWATER, FLORIDA 5300 WEST CYPRESS STREET SUITE 200 TAMPA, FLORIDA 33607 Ph. (813) 282-7275 \.D \.D N o o V1 3 4 0' , 40' 80' , 20' SCALE: 1 "=40' LEGEND BACKFLOW PREVENTOR CALCULATED DATA CATCH BASIN CONCRETE BLOCK STRUCTURE CHAIN LINK FENCE CONCRETE CORNER DEED DATA ELECTRIC ELEVATION EDGE OF PAVEMENT FIELD DATA FLORIDA DEPARTMENT OF TRANSPORTA~ION FIRE HYDRANT LIGHT POLE MANHOLE POWER POLE RIGHT OF WAY SANITARY SATELLITE DISH SECTION SIDEWALK TELEPHONE TYPICAL UNDERGROUND WI TH .:r'IGINAL " ;,~~[IVm (:;:I~ ')\, "L005 I 1_' . (___ ': Ix,:>\i.i'I-:' DEPAR1MEN1 ,,' ~- n' "'lEARWA1ER _.11 \' '.' ORIGINAL: NOV. 2004 JOB NO. DRAWN F. BOOK CHECKED JEG QC WHF OFFICIAL SURVEYORS SEAL ~-~ SHEET 3 OF 4 0> >- ~ <..0 :r: o ;, :r: ~ ~ o 0 V1 N E;:: :=J U ~ W V1 r--- L[) W <..0 L[) Z ~ n o ..J '" <r: n o cr f-- - V1 W W ~ f-- <r: f-- V1 SW COR SEC 20-29-15 5300 WEST CYPRESS STREET SUITE 200 TAMPA, FLORIDA 33607 Ph. (813) 282-7275 CB IN CONC 0> >- <r: ~ :r: 0 :r: CB V1 CL :=J 0 W W Z ..J ~ "- cr f-- V1 <r: W OVERHEAD ELECTRIC LINE (TYP) TRAFF I C CONTROL BOX CL o W 100.01' (D) CL lENT I I L_.-J o C I~ 10 -.r- f\") SIGN SIGN SIGN SIGN SIGN 5. 00 ' (D) MATCH LINE 'A' w o . N . . o \0 o N . 0 o _ o 0 N Z 77.55' (D) LP \ \ 252.55' (D) \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CB \ \AN,MH "-- "-- "-- "-- "-- "-- "-- "-- "-- "-- "-- "-- "-- SAN LP NOT INCLUDED SAM SEL TZER' S STEAK HOUSE LP CONC ~ 252.55' (D) N 89019'48" W SEE SHEET 3 LP @ ~ G" CURB ( TYP ) @ FH :L -.J <( ~ w 0 ~ Vl 0 U Z 0 . u 0 0 'T . 10 @) -.r- f\") CB SIGN PROJECT "-- "-- MH "-- "-- "-- "-- "-- "-- "-- "-- , "-- "-- "-- "-- "-- "-- "-- "-- "-- "-- "-- "-- "-- "-- "-- LP 0) "-- w \0 N o o z ONE STORY CBS FH 0:: 0:: O. 0' ot'- 0- .Jt'- -.Jt'- I,_ LL co co I I Vl> Vl> -w -w Z-.J Z-.J -w -w LL LL ) \ o 164.38' (C) ------------------ --------~-------------------~--- \ I \ I \ I \ I \ I \ NOT I NCLUOEO I \ I \ CB I \ I \ I \ I \ I 175.00' (D) S 89019'48" E . o I o - - - J . I f\") I N I I I I I I ~I . I 00 ELEC BOX CONC RAMP THREE STORY CBS/ROCK FACE OFFICE BUILDING l _ __ I I . 10 N o - - -. - -@ -, - - i. P - - - - C0 - - - - - - , -c B. . -. ~ SIGN 163. 10' IP I 1 I _ _ _ _ _ - - - -- - - ~ELLEA1"- ROW _~) _ _ _ _ ---------------------------------- 164.35' 6 1 O. 00' (D) \ SOUTH LINE SEC 20-29-/5 ELEC BOX BFP MH o I I CB' I , , I I I CL I ---------~-------------------------------------______J I I I I I , I I I I I-- I LP CB CB o -------------------. -- . o o \0 -.r- N ~ N . \0 C\l o o Vl FH ~N 89.19'48" W 1 2 . 00' (D) ~ . N . \0 N o o Vl ELEC BOX BFP (C) CB CBS CLF CONC COR (D) ELEC ELEV EOP ( F ) (FOOT) FH LP MH PP R IW SAN SAN MH SD SEC S IW TEL TYP U IG WI IE EL TG TASK REVISIONS: COMMONWEALTH SHOPPING CENTER CLEARWATER, FLORIDA ADERESE CORPORATION \ \ \ \ 11 Q 1:1 0\ o . \ o 0\ N \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \CB \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~B \ CB \ \ CB \ - -=- ~- ~ -=-: -=- ---= =- - -=- ~- -=- ~ ~ ----= =- - -=- =....- -=- ~ ~ ----= -=- -- - - - - - - - - - - - - - - - - - - - - \ \ I \ I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 338 PARK AVENUE NORTH, SUITE 2-8 WINTER PARK, FL 32789 S IW O. 95 ' N BOUNDARY AND TOPOGRAPHIC SlJRVEY 3 4 ~ 0' , 20' 40 ' SCALE: 1"040' 80' J LEGENi) BACKFLOW PREVENTOR CALCULATED DATA CATCH BASIN CONCRETE BLOCK STRUCTURE CHAIN LINK FENCE CONCRETE CORNER DEED DATA ELECTRIC ELEVATION EDGE OF PAVEMENT FIELD DATA FLORIDA DEPARTMENT OF TRANSPORTATION FIRE HYDRANT LIGHT POLE MANHOLE POWER POLE RIGHT OF WAY SANITARY SANITARY MANHOLE SATELLITE DISH SECTION SIDEWALK TELEPHONE TYPICAL UNDERGROUND WI TH INVERT ELEVATION ELEVATION TOP OF GRATE ORIGINAL i7ECEIVED GEe ':~; 2005 r)IANNING DEPARTMENT CITY OF CLEARWATER ORIGINAL: NOV. 2004 JOB NO. DRAWN F. BOOK CHECKED JEG OC WHF OFFICIAL SURVEYORS SEAL ~-4 SHEET 4 OF 4 CURB INLET GRATE TOP EL= 709 W IE=2,87, NE IE=301. S IE=2,90 CITY OF CLfARWATER ,-------25' RICHT OF WAY EASEMENT \ I ASPHALT PAVEMENT OR J88J, PC, 607 CITY OF CLEARWATER GRATE INLET ASPHALT PAVEMENT \ ," n \ CONCRF I[ SLAB " OR. 4055, PC. 396 rop El~ 118 eONCRFll SLAB \- 'I,', -.SJ'I- _, __ L _ _ r'\- __ C WI ElEe rRlc rR~ORMER \ ,) l'g~i> " " ,"1l> .' ," WI ClEC r:,c TRANSFORMER ~'O<::' 1::5 ~ \ ~ I/,~~ \ \ \ 6" CONC CURB - ) f-- ASPHAL~-fC\ - -\ - -f-- '\~') ---;- 6" CONC CURB 11~" c_ - -=:{f2\:" ~ - - - - ^ - ~:~a~r"'Z~ - ,_'\~ . -~'; O-~"" ~; \ '6':r-" 6'Y") '(' DRIVEWAY ~'-_ rt-,.JJ '1.." '0"" 0 ,\v '\. v '''\ > "'O-J~ -g- tD'\ ft 12"R('P 1/'';/ G !)\ J\ ' \.. 6,) S8 0 , ,,'0 {) I ' I 0 60" 4 "MAG--... 4 "MACCi 4"MAG 4"MAc(j 'O,\'b" ~\ \,cr r;" cnNr' rllRR ,\~o,":> 7)8 708 7.0411 1;;,' 7.72/ ~1~ \ 8.50 9 1 9 48 E ..... U 0 ~/ 621 40 'f- f 7 7.79 7.6511 c>-c -BRICK PAVERS S/W 100.00' rr I ," , "I' l;, "",' . ," ., w ,'" w ," ,',' w 'v"~ ,', ,,',", "-~ FOUND NAIL & DISC "lB2610' I'\~ I '\'~ 'O~'\<::'~' 'O~ 'O~"" 'O~'o~o," 0,~'O'O 6 CONe S/w :=-... 919 p /~'O 8~h'D-' 14" 12:/, 12" 12" 14" 12" 12" 12" 14" 12" 12" 12 'O~a \ ~ ~J'?'I.. ,\,\'1.. I~ I PAINTED LANE LINE Q;,';;' +[ASEMENT FOR INGRfSS, ECRESS, DRAINA----c/AND UTILITIES ~ l-- ~c ~ '\;:", i 'O~ \ CURtJ INLET,S IE~3.97 ~h 10... ')~~~l' , ",--+;" ~ _ '" OR 10958, PC 299 ~o;: 12557,-",";,2644 _ n ~':... _ -c=. ^;}l' _, ~_ _ '\;, ", _ = "L__ 6' CONe S IW ~; E Il ~ 3.91 , GRATE ronl ~ 7, 59 '\" I~'\ ,'; ~ ~ I ~I 'O~ fi" fnNr' rURR 'O~~ ,,,o,'\. '0'\ 0,' Q;,,:,>o, BELLEAIR ROAD Q;, co~ 2' CONC CURB & GUTTER - ~,o, Cl ~ ~ GRATE INLET, TOP EL=8,07 ,\'O'OC I (illcI {) '*14" *14 *14 0 0) -""PAINTED ---;- ~ -..., 2" WATER liNE & VALVE7- - - 0"1 CURB INLET.NIE=41g- ~l ~,~ ':.:;: '}'). 'OW IE=379. N IE=279 f--- ---L 'O~",0,1 ----=_ --=-__ ~~\ ," \ o,~'0 ELANE LINE 'O~<V 'O~"''') Q;,~,o, 4"MAG\ ASPHALT PAVING l~ 'O<i:,'O ~2"GRATE TOP EL=7.50 4"UNK~'\-<>') / '\<i:" ~ /U c, CO~'}") CURB INLET GRATE TOP EL=674- . ::;=T _ _ '0' r-- ~~ f~ _7 ~2 ** ~; ~'" .'JL ~~n..1 RLb-+ BRICK PAVERS S/W E ., 02 (,\ ^ ~ I 'O"J PAINTED LANE LINE~ c_'\ I o-",~'S' 1 ___ ~ ,,~"----,,'>.;( ')o,~ ---;:rc, ~ M~ ~ ' " ! ~ .'JL.:,L ~ ~ CATV , N I =J, "\~> 'l..">\~1 \101 '-'u "voO" ----- /1 0' ,Yo }" U ,U4"MACO" '4'~"MWAG" W4"MAGO ~4"MAGt><J 14 '2" 12" 71'14" ~2EC RIIC4-A~:1~" 15" 4"UNK 4"UNK ;:::-~V- 950 ,5>, ~ ~'0 '{) ~ 'O'0~ ~ ,:,'0" '\,<) co... ,,' 872 ,," ~ 8 62 85 ,/ "4"MAG ~, / q SERVI CE BOX - /.-<> Y'-- ro <D [~9'5 7 ~y 13..,84 1 I ~('," 7"';'5'" 5;;:;::J I.. '0" <;\'" '0 '%;, *4 CLUSTER "f 900 '0' '0'0 8'99 89~ ,,' ;;:'J;/ 847 863 ~ 0, ,,') 850 8,2~ '" '" 8.35 851 tbT 'b 827 --: r~ PEDESTRIAN SIGNAL , ~'t>" ,\'1~5 \_I ( ) I"' \ 'b'O~a '0 O' cr '0 '0")'1.. co 896 9.06'0 '0 907 885 1 '0'1; 882 910 :':> .8.72 r-- <D ~~ ' ')<:1 '~', #' c.r -/ 0,'0 14" 'O'0~1> 12" Q;, . f'> -------.0::: '0"" " 1/ TRAFFIC , -U(b "\\:) 8" '\, 'b ") 7,97 \ 8,18 '\ '\ \ 830 co' '0. 8" WATER LINE '0 ;;= w '00, . 8 BTB '00 L3 Jo<;! '<f ~'\~R~ '0'<0'\ '\~'\'\ 'of;+ ,\~,,, 7,58 7.74 'O~",h \,?" 'O~~ 7:86 016" ~ ",> "" _,,, (lr ~ & VAl VE 50' INGf/FS~/ICR[SS ~ ~ .' ASPHALT PA VEMEN I I I ~~Ni~:,:'iRI~"A~ANSIORMER TRAFFIC-~-'j t:. ",'? 1~1l'\.f---CATV MARKER DJ--~ c: . OJ; g: + J g: ~ 4"MAG UTitT~~N:J;:::f;/:rED ,~4"MAG ~ ~ I 4"MAG I d FPL-LJ1 ,\0, METAL SIGN II GRASS PLANTED ~ t '''' W >-^ L "" ASPHAL T PAVEMENT ASPHAL T PAVEMENT BOOK I 48J, Pc. 285 fr: I <rJ I [ 140' 1118 745 7\9 MEDIAN!TYP) \ 64. 'b Cr I4M[NOED OR 10652, PC 53< i'i ~ I ' CA TV MARKER..... " '0,\'0 ?:o4 b 7,10 ,'" 7,59 ~ 2" 0,'0 "'- '0" R ~ '" '0'\ U ~ 0 I '\ ,,,, I L f 12"" ""'...,:' , 7 87'0 ,\'0 '\~. 'b '\ '0 ~ 8'14 '\ OJ '" 8,50 8,24 Q;,' 8.48 854 cV 8 ~~ 28 ~ R de R F;' 0,;;; ,." '" f'" cV I 18'" (,J + 'oQ;,~{ (,,;; ('\ P\' '\"',b( \ ::J ,;,"1'. \..0, II . CO''o'' 8 9 ~'I.. + 'O<b'J 8,82 1856 %"> + >:l 8,68 8:83 '0)", '0 8,81 R47 ~ 'OQ;, 11" ~.;1 lllj~ 8" ~ Q;," 4-"BTB\ ~t y) ;; GR A TE INLET TOr' El ~ 4 J9 " I ,," ,'> ~ (1.11 w ,," " ,i- ' ,""" , ;.11 .' ~ ,c' ' ""i,' " < 8~' T~" .'\; ~r:: ii: ',~- '''i,"' · ':;}J' ;,T ~ '" i\;; ; """, /', ,~1' 4 '8ra ;~ b: ' BOTTOM OF STRUCTURE=O 64 ---..... ~ ~ " '0';>' ~ '6 ~tI159~'1 )l'O~%,. ~ \. \ .'\' . ~' ~ - - - -r-- _ - _~____lL RCP _ _'!p _ _ _'<lb..:.... _ ~ _ GRAT~ INLET TO~ EL=7 59 ,o,son; (FULL OF DEBRIS) t----..... '0' ""~. ,_'0 /614 '0' 'o'7S~ 741\ "~GRATE INLET TOP EL=761 0,0, ">. ~W IE-463. S IE-4,32 :,:>. co'O':i ~I I t _~. '-' 166 '\. [ <0 784 10", 'O~':!b'" '~ '\ ~ ~ I" '0'0 827 ,-..." '0'0 Jt::.J. ci 16"( II 4 '\'\'\{ t :, \ )~,\,o, ,\~o,{ f)"t> ( bco~'\'O '0 E IE=504, SW IE=508 "~/ ~~~ V 12" ~, 12" ~'O ~ 10" ~ 12" ~ I ' 12" 8":':l . b I I o 'O!,\~ 6?f\."~ '0,\' \ '\, \ ,,(J+ $/ '% 6"BT"''b ,,'? ~( ~.l ~"' }'O'O' '? ~f l) 'f/-'O<i:,,'O 0~0,~ " (;, }~"o, N 4 BTB ............ ~ 1:: 121';"-" :":J<(II 1 j~~ j:11 H~ \;:~~ o,ct+ 0, 871 8..43 8 08 ih:~' 8,63 = 8 58 ~'U8 :~~ I '0 HJ ~~j ~ I .. no: \...,j I ~ \ H 8 73 , 8 38"'0 8.96 8.88 I " II '" ~ ~ I G 8" '--J R T CONrRETE SI[)EWALK ~' '0 '<j C; I I I U) Ul V} Q:: c:> 'it \: '0 ~B' I d . I~ 23 4"8TBO ~I ~ ; 2 \ 237.5' \" \ 87.0' ~'rj r.+'::>'" ..--l-6"8TB I ~c;;' I I '" I A Ul '\" ~ 6"8TB ') '-- "'" '\') 6" \ \ L .. -J - N I...... u '\ '\'\ " _ Q:: ~ '0' ~" 6 WIDE CONCRETE WALL \ <::, I n')~ w I to '0") 6+ .' ~+ .0 c_,;::, gL5Q + ,,''::'1.. '\~~ \:,bi ,,&\, '0+ 'O~o -.... ARC=52.0' nQ;, 0,~,,+'O^i " '0)' 'O~~'\ t'OCoo, 'OG 'Ov ~ S '" '\ ~ I~ ,,'0 ''O~~''B~~'\ I ~ : ~ ~ ~- ',\-,> '~ 8" ,\~(J'" ~~ '0" Q;, r;; io,v 'b ~> ~'o'" . ~~ '0 :' ~~ ~ 0,<i:,'O'O . ~ ~ ~~ ~l r ~ "" U II 8 "i:: '" \ \" I.<:' STAIRS z "'----~ ~ ~ ~ ~ ~ '\ ,"- ~~ A'BT~II (/)III~ ~ () c::i 1M 12" '=i L- ,(J' 0... is ro :i: It- GAS MARKER -G_'O;" l' .RUBTS S:>, 2 (/)t- ~ ~ \ \ ~ .--- CONCRETE SLAB WI FUEL TANK i= ~ ~I u '0' / 1~'~ If; U ~I 112 ~ IIr 10" ~ I\FUEL LINE -;; , I' ~ t- ~) I ~ '\," \>.~ '0'0'0 '\"'0'0 ~ II 6,38 7,37r-,>Z4~ 00 \ ~.16 8.19 \ ^i ,,~\\VRC=238' :"i' '\ 0,(J'I.. 13 4"IBTBbl ......J en \ I ~ .'0 .'0 _It 6,32"},\~ +'O':'>~<--'." 7,68 7,6 '\'~ .47 8.47 ~~ '0"" ~ ~ 38 8' ~ I '=i 0,,\\'0 . g~~ 1~:3T ,,8.99 8.71 I "J" 8,~~ I~ ~Q 0, 8.62 .... '\'\" 2 U t- 6"BTB(")<<:i a:l1r-16,45 "~i::''' ~ ',,'0~'\:>' ~''b. ~ ~ ~-:::; 4: u, "}N? ;:><<:J ,,\..y ~26 9.04 ~'h'\~ l'O' '" 8,9' II~,U/ 'O'O$:) '0'5 8,9201 ~l '8\f.= '--^{; c{) It' 6.32 7.25F 7.27 ,~ 8041- ~.~g ~ e>", ~ M-;;;. LL r: ~ o,~~{ 9.44 g6} 'O~"~,,s~i'-,22 8,97 "'b' r ~'9'{ 9,11 1-'00,'1. ~~(( ') m <.0 '0";;- 0[1 \ \ 0 14"111 75611~ 7,65 \ 8,34, \ 90' N 0 I Bj 913 · 4 8.9 8.63 I ~:9t 8,73 10"BTB:/ U ~ t\ \ T 8"< ' ~ . J 1 c::i ~ w RIM EL=8,83 I r.....; <<s' >-- 6"818 II I ~ \ \ 'b:~ 8-:Q(iT II "M G 1";- COLUMN (TYP) :::< ~ W IE 4- 20 ~ 6"SG 6"SG 4"818 I '\. ,,'0 \ 1 \ :2 16" II g, 'Z 'b 8.5'11 II ;v1 ~ In E IE:3'91 I" I I ~ ,\,,\0, \ 0::' w 8"!1r- ~ \ <::,,,P '" 0,,,, 0 I J 4-.2' FINISHED FLOOR 40' 8 ....---<!<: t- I k "'--6" CONC CURB(TYP)" i " II '" _ \ ~ ~ 7" METAL '. n "_~1.- [lEV ~ 10 II . =10,'\'\1. ~~. ?\lc, 'O":J0, (5 If--' I \'c'l../ h~"'t[._'t''\ r",,\(J~,"<::\~,:,:14i'~,,,~.tl '0V .'0 ~O"r.,\'b"l>I'< ,\'0 \'O.:o~~~2f. \'O..."LAMP~t-a.~/'-L w_, ~~~. "",~ Iii . i:: ~ ,i.o I,cl' ::;, ~ ", ~E~j~'i'O J I 'oS> ~ ,\",\o,f--r '\ + ISii ~ ~ '\ D5' / ~ I " n I ~_~ ""~". ~ 10"SG b 8',C'1 :;;: i Q;,j'o.,' ~l>' ~ + 'O"'~'O r '-'" ~ '\ <l: ~ b!~ t- n n ~ 't! J Cl.. if' 5 "SG tt,' <l: co' IT 6"BTB 141"~ II 1\ )~Vc ii: \PLANTERI- t- .' 0,0,"-"1 PLANTER 'O~;,,1-s:r~WOODGAZEBO f--, ~ I ~ I /cr ' L 110 \.... 6" CONC CURB(TYP)g ~ r- o,~ J- F+- -/ , 8,68 "s <( 0...1 ~ I I I I 0 III ,- 4 2 ~ 0' 0, ifJi 0 9.00 6 G ,,":J I .;21 ~"'- \ I 'O'\\~9'22 012 MAG ,'~ 4, c; 7 }Q;,.''')' Bi Lr 6"SG ~ ~ I I II 4"BTB 0 8" \ \ ~ o,~ 8" SG r. '0 <l: ~ -0;)\ Cfl L-. I " J II h. C) I ,~\ <>.'1..,'\ '6T~ ~ <l: 4"BTB~ L/ 18" !~,( 7.56 7'r n~ 83; V '0'" '0' I:"i' ~ " 'b '0'0 J48 8,33 ~ ~' ~:~~ 11~:2\ ~1~kQ>'!j:.'- 'i'.~ , ~ """ 'Of ..11 I '0') 4"818 IF q9 7.18 7, 1 ili ~\ '= 7,7 ,'\ \ H~ 1 ::-0- 0,'016" "~ .q- 0"", '0$'0 '? %{ ~.}O 8.47 -.'\0 r "?o,"cof I ~'~G }~~o, ~ o,~~{ .4 . t'" P' '1 en ~ rxi "I 1 ,',,;01 t" .", ,,"\:,':f III 'I:!l -~~, 7.50 ),49 ""1 \.(9' B,04 j" ""'~ :"",~,\ 9,00 o,...,ev . I ~ ~ L KA'O 'O~ '<tb'O 6"SG U~ ~J1 I '\'O'V ~tl Us 'O<i:," ~t~ ~ r<0 ~ ~N ~ I !'l ~ i'5 4'81"0 I II 7.21 7,16 770 .90 8.57 w ~, ' 0 3B,9' I 4"818 -5 '~POWER SWITCH r--: I II r 4-"B180 II 1 0" ~ \ \ ~ 0 61" l ~ ~ ARC=23.6' ~ ,\"J @ I I I \ w ~ 1 I i I 25 16" I ~ '-.....J S I X S TOR Y '0' '?'('0 ~:-'\ '" I I ::: f...":':l ~ 0,'00, IB'o" 10" ~"- \ u'O,\'O 0,0 MASONRY BUILDING ~5~ co. i '\~" ~') , I N ,:,>'0 l"'~ ,,'t> k~ 5.19 '00,0 ,,'I.. ~rr f 292,0'. . '0" '0 '0'\:0,'\ ; '\~ ~~ :! ~N '\ I I~ ~ t 'I.. 0, 4"BTB 'c wi '0 '0",0,. so ," <~'O \ ~ S" 0,:-'" -~:' 0-';;'<;:0 II '\ '\q;, ~ f~1 V; loci '" --' ~ =:i I D1 II 8 ",~cr '\'?~') :'?l ,,'0 '0'0 \ :n ~ ,,,\,,,t N ~ : ~ lei I Q II I 4" '0 P7~;L~~~E~~;R ~'I.. \ +^I \ 'O'O'",J:-1' {,=.)4" \: ARC=518_/' 6" WIDE CONCRETE WALL I J~~~N~~:~~RI~LAB : ,\"{o 7"8~ I I g :::> 8 3: II oJ ~ I II", ~ 10" COMPANY/CITY OF \ _> TRANSFORMER ~ '\ 7' I I I \ (f) Cl 0 I _ n::: 1.,. /' '0'<>+ ~ 87 7' ~":5 Z~10"SG '0"J ,\,\0, --' 0 ~ t! ~ ~ ! 532 r.-- S1. PETERSBURG I" ,Q;,~'}' 0,'01' J __IR 33 '\~ CONCRETE POST r ;&:' w I 0 I I n::: ," i I 5.81 """" ,,'0 OR 1329, PC, 97 \' ----, J8.67 '0 "'-~ 71 59 I I ; ~ ~ ~o '\ ''''l-~''0.'o 6" '0""'- CmjCRETE SIDEWALK '--- [M:WI ELECTRIC H~ 1:<:1 "-'^Ie> ~ 782 ~ r" I II U [II ~.~~ 701 ' 706 7.40 740 \ 9 \ r~~ 15" DIP...../ Ib'~ ~~ B 17 --.J METER ICONCRETE ~ ~ >~ '\ ",'0 "" ~I ~ r OJ Cfl 6,64 6'58 8" '0 ,\0, 7,05 709 j'~4 . GRATE INLET TOP EL= 7.64- J : 8,56 15":\ cr I '\~ / A ~ '\ ")0, WI o:::'\~ ~~ \ ~ ^i:>\"''''' ~'O .'" NIE=411.SIE=379 I 0 0,,,,,0, '\ Z.88 7~Z "I '\ ~\VV ",?'0 'I.. - '010-'0 L Z 1/110... 'O'O'I..{r) r'1.)", .~,{ ~",-\'V ,\1'''', ",> '\ t /j,16 ,/1.1 '0"" c(' .J":Jc, v-+- '0 <!oj ~ ":lUf-- wO '0' 8" "'~ """ ~'... '.IV '0'\ 10'BLANKETEASEMfNTTOFLORIDAPOWERCORPORATiON '\'\~ ~,~ ~') '\'O":lY''\ C)c,r ') ~f'~l ... ,,' :" ~ -" '\,'" ,0,. ~ " ,~,~ OR 6266, PC, 1526 V '<" ". ,I, ' ,- Y ,"' ,'~, 1/4' ~~~~~O O<8~'6~~~~ ROC w 'O'J ( \ ~. :S 'o'\'\T '\ .'0'0 ~' \. 7.le. I <::,') GRA TE INLET TOP EL= 7 08 ~ ':/ !CJ ---- - _____'I.. '" .1" .01: I t ~~ " ~) \ <0:'1,:'1.+, \ 10' BLANKET WATfR MAIN EASEMENT TO CITY OF CLfARWATER :' N IE=265 S IE=2 38 ~"/ '\'Y' + ......J I I (9,18' NORTH) I ~'O.~ BENCHMA~K#lELEV=6.4-0 'o~o,") \,-B,\. ^\:)")+ (J.,^" '""I>.., :UCL ,\,> I ",'0'0 ",,"-- ~'I.. '" ' 'I, Ii:,'b ~ CONCRETE '* OR. 6570, PC, 107 J , '\ "l' ,\:\-:,":l , /J '0" '1..\,,"". I ' '0' ~ 5 (SEE NOTE #9) 4"UNK I?; FLUME - I~ ASPHALT PAVEMENT - - ':\' \.....0::: ,\,,'0 \~ ~ FOUND 1/2" IRON ROD I~ \ S:\. '0'" . 633 615613 r....... \ \ -CONCRETE FLUME I MITERED END SECTION -_~RPO~_- 722 ~ ~ / 1'0 ~ '----..~o, CI @ J CAPPED "LB2610 WITNESS" I l' ~ ~ hCJ I \\ '00, 659 601 603 B1 ~j~ R.~~lg6b \~:~5 ~:~~ g~g~g:~~ U~I';C'fIE - 3.41 gj~:, /%.~t-><--- ")>- '\ I / t: / hi {f. '\ ,,';>'\.,1 'l7: 1 (WITNESS CORNER) G'O'E;! t--:> J--\ ~ 619 J II TOB II:rrso.: 533 ~ ." ~"~~U; -~ - / - --+- ----- :\ L "" \ (' ~45 I '::I 0 "'0"'" + ~~7 _ _ _ 3'~4'56_ _ T.Q.S _ _ _ }~le8"P \ 0''3,)98 _ _ \12 M~ 08"MP'" W CONCRETE FLUME ~lli: ". v.... -v --~ "CJ '1..'0'1.. ~ /'1..'1.. ,\'\")/+ \ ,,?":J - ./ ~ 1.4' WIDE CONCRETE SEAWALL "-..,. 0, _ _____),- _ _ _ _ 338 ~ DITCH ---\ --t.J - - - - - - - - _ 28j, 2,81 "i.Y '\ 'I.. <:D 1'" bi it' ~ "J'I.. "J~ ~8 - - 6,35 4.1J\ TOS - ---yg0 - - - - - - -' - 2~ - - ---.J..,'j7 _ _ _ _ -=- 334 - _ ~ ~ ~ ~ ~ - - - ')' '))'1.. ..--.v-:\ ~.,'2 0-0 ,\(J "'~ I', ",'I.. I': r (7.9 I ,>," = ,,~ \ CONC~~lUME 14.~,~96 \.jJ F R M -~- --::.. --' j>fiL~~_~~c.~ ('76 "'---. ,- "",t -- ".,t2l ,~~~' ::.<:'/ '" '\ 52",'" ~," n'O ~,~ L 7'1 \ \ "J "J'? '" ~ \ ,," 'I..'} l6 \,'j'v , ,~ I I I L16 l1S '-/l,' L13 ' L12 L11 Ll0 - /L9 ~'\C8 - \,,1 ~ \, '\ ~ I\''\ \ \ FLARED END S~CTION../ -q\ ~ WIER S~RUCTURE r- r-J IE - 2,07 IE=-l 25 TOP EL-4,84 ,:j MEAN HIGH WATER LINE ' IE=1.47 ~ I I (ELEVATION = 1.35') \ \ C1 I NOTE: A 20':t MANGROVE HEDGE EXISTS ALONG THE EXISTING MEAN HIGH WATER LINE i I I \ \ ~~ o I \ \ I .~ \ 0 \ I ~ \ T \ ~l \T SECTION 29, TOWNSHIP 29 SOUTH, RANGE 16 EAST PINELLAS COUNTY, FLORIDA 25' RIGHT OF WA Y EASEMENT - POINT OF BEGINNING FOUND NAIL & DISC "LB2610" POINT OF COMMENCEMENT NORTHWEST CORNER OF SECTION 29, TOWNSHIP 29 SOUTH, RANGE 16 EAST ) o I 40' L GRAPHIC ~;CALE SCALE: l' = 40' 80' I 20' I LEGEND FPL = FLORIDA PJWER & LIGHT CA TV = CABLE TLLEVISION B18 = BOTTLE BF~USH S/W = SIDEWALK CONC = CONCRE1E W/ = WITH MAG = MAGNOLIA SG = SWEET GUM MP = MAPLE EOP = EDGE OF F'AVEMENT TOB = TOP OF B~NK TOS = TOE OF ~_OPE RCP = REINFORCm CONCRETE PIPE DIP = DUCTILE IRON PIPE TYP = TYPICAL EL = ELEVATION IE = INVERT ELE\'A TION t5 = FIRE HYDRAI\JT ---3 = GUY ANCHOI~ --0 = GUY POLE 0- = LIGHT POLE l0> = STORM MAN..JOLE ~ = SANITARY MANHOLE ~ = TELEPHONE MANHOLE ~ = MONITORING WELL ~ = POWER POL[ ----cr= SIGN 8= MISCELLANEJUS TREE = OAK TREE * = PALM TREE Q= WATER VAL'/E "... = IRRIGATION VALVE ~J = WIRE/UTILITy' BOX (F) = FIELD MEASJREMENT (D) = DEED MEASJREMENT SIRC = SET IRON f; 00 CAPPED UNK = UNKNOWN PVC = POLY VINYL CHLORIDE MEAN LINE Ll L2 L3 L4 LS L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 HIGH WATER LINE 3EARING N;'3'02'47"W SE,2'SS'50"W S I 0'1 O'OO"E S:i8'48'3S"W S?O'43'01"W NB4'42'07"W S13'16'14"W N131'28'S3"W SB9'20'12"W SBS'22'13"W NBS'42'07"W SB4'57'SO"W NB8'59'S6"W S70'10'31"W Ni3.3'17'40"W SBT32'07"W N 73'09'07"W S71'12'41"W N52'49'SS"W N12'16'18"W '0''''' TABLE LENGTH 29.18' 6,78' 31.S6' 8.53' 4.99' 21.07' 41,53' 39.89' .36.79' 45.83' 66.26' 61.45' 84.46' 15.87' 97.71' 39,19' 18.21' 15.7 .3' 37.94' 1.3,3.3' co' '0' I'\~ I v S89'19'48"E I NORTH LINE OF SECTION 29~ ,;::, '\' '0 ~~ ~ [\ ,\'0 0,' '1..'0 0,' 5.300 West Cypress Street, Suite 200 Tampa, Florida 33607-1784 Ph. (813) 282-7275 Fax (81.3) 286-1207 " ~'?<::, '1.." '\' J: 0) b 'C""" - >-Il)~ Il)>- ~~~ :r:~u. (!)L1Jo -1-1- :r:~a Cf)(/)if ::> (:) o N ~ 1'\ 0,' '0' ~" 0,' '" 0,'0,'0 0,' t- Z w :::< ~ 4: 0... LL o en fr: ::::J U U Z o u w C) o w , CD '\" ~' ,0, 0, '0' co' ,\0,. 'O..~ 0, '?'\ ,,'\ ,,'0 '0' '\" '0' '" ~' '0 '0 ~'O'O co. " ~'O G*" ()<0 & ~ Qj "--<v Q:-Zv i:-G GO @ PBS&J 2004, All Rights Reserved ,-..." o ............ .. '" L{) '" N U) w Z ......J o::e:::: Ww z~ 0:::<( 03 r--U ~O::: WW r-Z <(0::: 38 <Xl(/) I (/)0 w- zI I- I~~ ow I-~ ICfl O(/) -w Iz I- z~ <( WO ~I- ~oo --- o~ rri"-'" O)~ -.:tlf) ~ o~ ~ '-'" w .. .. cD ~ ~ ~ ~' L{) o o o z '\ '0" ALLEN CREEK [.J l" "'- ) CORNER FALLS IN WATER N89021 'oo"w CORNER FALLS IN WATER \ 1 \" 635.75'(D) r-,) T '~""""'J-.,k, WOOD DOCKS CLIENT PROJECT TASK ORIGINAL REVISIONS: ADERESE CORPORATION CLEARWATER CAY CLUB AL TAlACSM LAND TITLE 338 PARK AVENUE NORTH, SUITE 2-B WINTER PARK, FL 32789 ST. JOE I HARBOURSIDE BOUNDARY SURVEY 2 3 VICINITY MAP DESCRIPTION (PER FIRST AMERICAN INSURANCE COMPANY TITLE COMMITMENT NO. FA-C-9186) BEGINNING AT THE NORTHWEST CORNER OF SECTION 29, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA AS A POINT OF BEGINNING; THENCE SOUTH 89DEG.19'48" EAST, ALONG THE NORTH BOUNDARY LINE OF SECTION 29, 721.40 FEET; THENCE SOUTH 01DEG,26'49" EAST, TO A POINT ON THE LINE THAT IS SOUTH 89DEG.21'00" EAST, FROM THE CENTER OF STATE ROAD DEPARTMENT BRIDGE, SAID CENTER BEING ON THE WEST LINE OF SAID SECTION 29; (EQUALLY DISTANT FROM NORTH AND SOUTH END OF SAID BRIDGE); THENCE NORTH 89DEG.21'OO" WEST, ALONG SAID LINE TO SAID POINT ON THE WEST LINE OF SECTION 29; THENCE NORTHERLY ALONG SAID WEST BOUNDARY LINE OF SECTION 29, TO THE POINT OF BEGINNING; LESS THAT PART FOR THE RIGHT OF WAY HIGHWAY #19, AND THAT TRIANGULAR PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF SAID SECTION 29, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, AS A POINT OF REFERENCE; THENCE SOUTH 89DEG,19'28" EAST, ALONG THE NORTH BOUNDARY LINE OF SAID SECTION 29, 721,40 FEET FOR A POINT OF BEGINNING; THENCE SOUTH 01 DEG.26' 49" EAST, 627.87 FEET TO A POINT ON A LINE WHICH IS SOUTH 89DEG21'00" EAST, FROM THE CENTERLINE OF THE STATE ROAD DEPARTMENT BRIDGE, SAID CENTERLINE BEING ON THE WEST LINE OF SECTION 29, (EQUALLY DISTANT FROM NORTH AND SOUTH END OF SAID BRIDGE); THENCE NORTH 89DEG.21'OO" WEST, ALONG SAID LINE, 10.85 FEET; THENCE NORTH OODEG.27'22" WEST, 627.S7 FEET TO THE POINT OF BEGINNING. THE HEREIN ABOVE DESCRIBED PROPERTY CAN ALSO BE DESCRIBED AS FOLLOWS: A PARCEL OF LAND LYING IN THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 29 AND RUN SOUTH 89DEG.19'48" EAST, 100.00 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING ON THE EAST RIGHT OF WAY LINE OF U,S. HIGHWAY 19; THENCE CONTINUE SOUTH 89DEG.19'48" EAST, 621.40 FEET; THENCE SOUTH OODEG,27'22" EAST, 627.57 FEET; THENCE NORTH 89DEG.21'OO" WEST, 6.35.75 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF U.S, HIGHWAY 19; THENCE ALONG SAID RIGHT OF WAY LINE NORTH OODEG.51'16" EAST, 627,67 FEET TO THE POINT OF BEGINNING, SURVEY NOTES: 1. BEARINGS ARE ASSUMED AND BASED ON THE EAST RIGHT OF WAY LINE OF STATE ROAD 55 (U.S. HIGHWAY 19) BEARING N 00'51'16"E PER LEGAL DESCRIPTION FURNISHED IN FIRST AMERICAN TITLE INSURANCE COMPANY, TITLE COMMITMENT NO. FA-C-9186 EFFECTIVE DATE MAY 23, 2005. 2. THE RIGHT OF WAY FOR STATE ROAD 55 (US HIGHWAY 19) WAS BASED ON SPECIFIC PURPOSE SURVEY, FLORIDA DEPARTMENT OF TRANSPORTATION SECTION 15150-1579, 1580 & 1581 DATED 11/21/88 AND LAST REVISED 01/20/89, .3. SUBSURFACE IMPROVEMENTS INCLUDING UTILITIES, UNDERGROUND FOUNDATiONS OR ENCROACHMENTS, IF ANY, HAVE NOT BEEN LOCATED, 4. THIS SURVEY WAS COMPLEiTD IN THE FIELD ON JUNE 20, 200S. 5. THIS SURVEY MUST BEAR THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER IN RESPONSIBLE CHARGE OF ITS PREPARATION, OTHERWISE THE SURVEY IS NOT VALID AND IS FOR INFORMATION PURPOSES ONLY. 6. THIS SURVEY OR ANY P,~RT THEREOF SHALL NOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF PBS&J. 7. ATTENTION IS DIRECTED TO THE FACT THIS MAP MAY HAVE BEEN ALTERED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBT AINIt\JG SCALED DATA. 8, THIS SURVEY IS BASED ON TITLE COMMITMENT NO. FA-C-9186 PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY WITH AN EFFECTIVE DATE OF MAY 23, 200S. ITEMS IN SCHEDULE B-II ARE ADDRESSED AS FOLLOWS: 1) NOT A MATTER OF SURVEY. 2) NONE OBSERVED, 3) NONE OBSERVED, 4) SHOWN ON SURVEY, S) NOT A MATTER OF SURVEY. 6) NOT A MATTER OF SURvEY, 7) NOT A MATTER OF SURVEY. 8) NOT A MATTER OF SURVEY. 9) EASEMENTS IN O.R.1483, PG. 28S; O.R. 10652, PG. 534; O.R. 11233, PG. 1812, AND O.R. 12SS7, PG. 2644 SHOWN ON SURVEY. 10) NOT A MATTER OF SURVEY. 11) EASEMENT TO PINELLAS WATER COMPANY/CIT OF ST. PETERSBURG IN O.R. 1329, PG. 97 SHOWN ON SURVEY. 12) RIGHT OF WAY EASEMENT TO CITY OF CLEARWATER IN O.R.3883, PG. 607 SHOWN ON SURVEY. 13) NOT A MATTER OF SURVEY. 14) EASEMENT TO FLORIDA POWER CORPORATION IN O.R. 6266, PG. 1526 is A BLANKET EASEMENT NOT PLOTTABLE ON SURVEY. 15) EASEMENT TO CITY OF CLEARWATER IN O.R. 6570, PG, 1070 SHOWN ON SURVEY, 16) EASEMENT TO CITY OF CLEARWATER IN O.R. 6570, PC. 107.3 IS A BLANKET EASEMENT NOT PLOTTABLE ON SURVEY. 17) NOT APPLICABLE TO SUBJECT PROPERTY. 18) NOT APPLICABLE TO SUBJECT PROPERTY. 19) NOT APPLICABLE TO SUBJECT PROPERTY. 20) NOT APPLICABLE TO SUBJECT PROPERTY. 21) NOT APPLICABLE TO SUBJECT PROPERTY. 22) NOT APPLICABLE TO SUBJECT PROPERTY. 23) NOT APPLICABLE TO SUBJECT PROPERTY. 24) NOT APPLICABLE TO SUBJECT PROPERTY. 25) NOT APPLICABLE TO SUBJECT PROPERT~ 26) NOT A MATTER OF SURVEY. 27) NOT A MATTER OF SURVEY, 28) MEAN HIGH WATER LINE SHOWN ON SURVEY. 29) MEAN HIGH WATER LINE SHOWN ON SURVEY. 9. ELEVATIONS SHOWN HEREON REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. THE MEAN HIGH WATER LINE ESTABLISHED AT CONTOUR ELEVATION 1,.35' PER THE DEPARTMENT OF ENVIRONMENTAL PROTECTION POINT IDENTIFICATION #671. PARENT BENCHMARK BEING A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BRASS DISK STAMPED "6687 G" IN A CONCRETE BRIDGE RAIL AT THE NORTHWEST CORNER OF THE BRIDGE CARRYING US HIGHWAY 19 OVER ALLEN CREEK. ELEVATION = 10.255' TEMPORARY BENCHMARKS SET ON SITE ARE DESCRIBED AS FOLLOWS: 1. NAIL & DISC STAMPED "PBS&J TRAV PT" IN ASPHALT. ELEVA TION=6.40' 2. NAIL & DISC STAMPED "PBS&J TRAV PT" IN ASPHALT. ELEVATION=8.52' SURVEYOR'S CERTIFICATION: TO ADERESE CORPORATION, FIRST AMERICAN TITLE INSURANCE COMPANY: THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND INCLUDES ITEMS 1, 2, 70, 8, 10 & 110 OF TABLE A THEREOF, PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY AL TA, NSPS AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS WERE MADE IN ACCORDANCE WITH THE "MINIMUM ANGLE. DISTANCE, AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR AL TA/ACSM LAND TITLE SURVEYS." ORIGINAl i<ECEIVEC @ 200S PBS&J, LICENSED BUSINESS 24 ALL RIGHTS RESERVED rEe .~ (, 2005 Ao 1l..ANNING DEPARTMEN T UiY OF CLEARWATER Surveyor Cw..- JUNE 2005 EMBOSSED SEAL 100831 .01 DJA JEG QC DMC FIELD BOOK 1104,1105 "7-7 SHEET 1 OF 1 4 JOB NO. DRAWN CHECKED 5 6 -, . 7 D c B A '-" ~ Cl 0 0 f-- i7l '--' '--' '--' /' 0::: w ';:{ ~ 0::: l;5 ....J '--' /' m => ....J U >-- <C U --/. ::2 c{) 0 ------- r--- N ------- N ~ ) ; ,.) -..i'--t-- ,,,. : --P10POSED PARKING GARAGE DISPLACES ;~148- SURFACE SPACES OF THE EXISTING L_ --- --- HARBOURSIDE PARKING AREA 5 ,0 C;-1 ~-~ L...J CU :'1 t~:-0 :Q~; 1~1 uj r) CL I .,' Iltt I 1 :\11 /11'$1 I [I , I : I ' i Ii ,~; i ~i I I II : 'I 1\ , l' (Yl : rn ~ : (\ L.l.] (~': ----:.- (5 ,J)~ :; ::s r--- ;:cdN g: ~ Cl' ~Qlj C' t,r) 60' R/W EASEMENT CIlY OF CLEARWATER TO BE VACATED t::; ~ :- f:! cD ~ ~ r[) ~i a: <_':" --( <.( Q, lLl Lj :? 1..--, UI ~ -- f' ~-~ u.. oJ CL 0 '" i I ) )' · I li II I , J 1,1 1,1\ ) '.:: . ;.1- jl\li , J I I I \ tl~ I BAY ARISTOCRAT VILLAGE !.:\ II i,: MOBILE HOME PARK t I ct. ~. ~ r : II \1'," -j CL (" J ~' , :..... <C ,Y> - , \1 \ I"~ t:- L.J 1""--1 \ ' -' ..1 ,~I' ';! ! :~J;~ i. " II \1 ;~;I ':1 () lO <t ~.... If) \ ~b':.i>:-- ) ~ t; [L < -1 I~: ',:) i: Ct \0- () l:J -----.... PRO~OSED PARKING GARACE (444 SPACES) \ I 4 "' ~ '" t, 8 " 2- Z UJ ~-1 ~....J ~<{ PROPOSED HOTEL \ PARKING GA.~GE FF=9.50 ~ ,~ ,. 4 .--...---' \...1 "5 Tor) GJ (/) ...' u' ---- / REAR ACCESS ROAD TO REMAIN .------ ~~~~~, :;I; ~~~. tx'-"l :'~ . ~\~ ~ltn ;};:f ~~:; ------ -~---- STEAK N' SHAKE 2 lOt.~ ,j\l" !!':i i~ .I .,( i! )) '/ PROPOSED PARKING GARAGE: (410 SPACES) 1 NORTH 160 I 04080 I I I SCALE: 1.. = 80. Half Size Scale: 1" = 160' C-2 FUTURE BOARDWALK ACCESS THROUGH MANGROVE BUFFER AND SUBJECT TO LOCAL AND STATE PERMITTING REQUIREMENTS 8 COVERED PARKING SPACES TO REMAIN 138 SURFACE PARl-\ING AND PERIMETER ACCESS DRIVE TO REMAIN ~ ~~ HARBOURSIDE PARKING SUMMARY: 148+242+ADDITIONAL 20 SPACES FOR AMENllY EMPLOYEES IN PROPOSED PARKING GARAGE TO OFFSET THE PARKING DISPLACED BY THE THEMED RECREATIONAL AMENIlY AND THE NEW PARKING STRUCTURE '~~. "IJH P.>-- - '. ~..;,. ~ ;".~--=~r · ~~ ~"":- - - -~ - - ~-- , ~ -; ") ',10 , \ "'t IUOIM AVM ~o lH~mJ .om: <;0; aVOH ~J~lS 6~ AVMHfJlH sn ~==~~~~~~.~=~~===-~~=::=~:-=- \' ~\ . / . . ~. """ ", , , .:. ,),! .1 ;. , " ' . ,''. --::0-_--=------------ llntg',~1 ~ ..!:L::::.:-..:.:.:: -~--~-~-__ '~~/(4~ '9 -I( I __~_-1 , ( , , "'\ ,',;, .: , . - ,- ~ . " ,1 .: <"<~ :' ~l~ ., " . "'" ' RESTRIPED PARKING LOT (81 SPACES PROVIDED) AND PROPOSED RELOCATED DRIVEWAY SHOWN CONNECTING TO EXISTING PAVEMENT OF U.S. HIGHWAY 19 PROPOSED U.S. HIGHWAY 19 OVERPASS FRONTAGE ROAD PROPOSED U.S. HIGHWAY 19 OVERPASS o a: 0:: <! w ....J ....J W CO PROPOSED BELLEAlR ROAD / U.S. HIGHWAY 19 FRONTAGE ROAD INTERSECTION BUILDING HEIGHT DEVIATIONS: ELEVATIONS SHOWN WITHIN BUILDING AREAS REPRESENT THE MAXIMUM HEIGHT FOR THAT PROPOSED STRUCTURE. SPECIAL ARCHITECTURAL ICON FEATURES (SPIKES, ORNAMENT, TOWERS) ARE ALSO IDENTIFIED (SEE SHEET G-1 FOR DEVIATIONS). C~-3 GENERAL NOTES: SEE SHEET G-1 FOR ALLOWABLE USES AND PARKING REQUIREMENTS. 3 2 J 5 4 -\ ORIGIN,t..L RECEIVED DEe '~8 2005 C-4 PLANNI:'<G !'>EPM,MENT CllY OF ;=:~l r'.i~WPJER 1 :.". ' ARCHITECTURE ENGINEERING PLANNING ORLANDO OFFICE: 482 SOUTH KELLER ROAD ORLANDO, FLORIDA 32810 PHONE: 407.647.7275 FAX: 407.647.8903 TAMPA OFFICE: 5300 WEST CYPRESS STREET, SUITE 200 TAMPA, FLORIDA 33607 PHONE: 813.282.7275 FAX: 813.282.9767 D CONSULTANTS: ARCHITECTURE AND SIGNAGE: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 LANDSCAPE ARCHITECTURE: MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c f CAY CLUBS RESORTS &; MARINAS 2704 VIA MURANO CLEARWATER, FLORIDA 33764 PHONE: 727.531.2525 FAX: 727.531.0152 CLEARWATER CAY CLUB LEVEL/ II FLEXIBLE DEVELOPMENT APPLICATION COMPREHENSIVE INFILL REDEVELOPMENT PROJECT DECEMBER 28, 2005 B APPROVAL SCHEDULE: APPLICATION DUE: COMPL TETENESS: DRC MEETING: RESUBMITTAL: COB MEETING: APPROVED: 12/28/05 01/06/06 02/02/06 PROFESSIONAL SEAL: JAMES J. SMITH. P.E. FLORIDA REG. NO. 57598 SHEET TITLE: A OVERALL SITE PLAN > , . , SHEET INFORMATION: DATE ISSUED: DECEMBER 28, 2005 JOB NO.: 10-1504.00 SHEET NUMBER: DRAWN BY: B.E.N. e-o CHECKED BY: D.E.S. SHEET: OF: 02040 I I SCALE: 1.. = 40. Half Size Scale: 1 H = 80. c 1 3 2 5 4 o POND DETAILS: TOB = 9.05 TOP OF STR. = 8.0 DHW = 8.05 DLW = 4.5 (BOTTOM OF WEIR - 5'X3') NWL = 3.5 (ELEV. OF LOW FLOW ORIFICE - 3" DIA.) SHW = 3.5 SI DE SLOPES = 3: 1 FROM TOB TO SHW = 4: 1 FROM SHW TO LITTORAL SHELF FF-9.50 MIDPOINT OF ROOF a-eo.co I \ \ I I I \ \ I \ I I I I \ I I \ I I I 1(-, K:J V)j \ IQ> 3J '---L...--/ NORTH CONNECT TO EX. 8" PVC WM (TEST PIT REQUIRED) (REPLACE EX. PIPE IF NEEDED) ~ESS GATE FOR EMERGENCY \/C'HICtES' fUll CUNi~- PROPl~\ C:At\.IITARY TO EXIS trJ:i=st,6 c:::':J l_1..: LJ CL """"~_____ · c__ ....llr~W ~ '~-~LA~I~=-~ ~ 7 ~ ' ~mJ ~ ~UCTURE _ ~ . ~ ~ AND PIPE z ~~--:-~~-BYPASS)" ______ ~7i ~'<"r~F/-V'F-r,-/'V--/~~N " - 17 TING SANITARY PUMP -1f"<"- v~~,-~.-v-~/~r-vSEASONAl 'HIGH WATER EL=3.5 1- ... \ L..'\"~~j'~~v~,_/ ~~j,~/'=~~H~~ PRELlM~~kB':i.,(2..~/~~Q_::.~~~:;j-'-6_(r%. (~%?: ~_. WJ'vM~~ hE f ~ ", ~ ~~U~~~D)E IMPI~OVED .. ~__ __ (., "-____" --==~~~,.- 'IT ~~ <hloi...., l ~ ~ __ Y~~UILDIN n SETBA __~~o':C.~. (:--~~''-ffvt=~=.-=. ,_ \'<:_; ~LJ :)u'nt"':: &:, 1:':( ~~ ~_7 ~'\'-1 ~ J~.s-_ . (. ' ~,LY~0' - CAt..! SAid _ / .('-'....1 . ',') ":'0' ( ~- --v ...t- 36" - - - -,' .-." -- -..---' -1'\Pt . --:7 ~~ i..! ' .~ Ir ( Cs - . . , . -. '; '", '. ~,- ,- .~.:..';r..'" ..~',~ -- ~:~:~ .'.. ,.' '::"-, i, . ~ ~", . . ~~ . . '. "~-,'''''-\\ ~-. ;<:-.', ~ ",\' ""~-'~~" ' :' .' , ;"::~'':.'':,\;J,~'Tt'F<,WATER:~~QlJAJ-ITY I~ ",'o.;,'>)il.'(:,?>:'STORMWATER POND " UC,TU:".~,::~,~.,.,.:.,'::.J "",',.,:. "._ ,..:~.:...."\~ l(~S '~_ ~_ _'. - I ~ ( ('~_:', "::'..~,9~~1:~.p.7.?:~~{9<~U':= 9.00 ' :": .,~~l. -- - -- ~ ~ ~ , '~'V:~~0::.\' ,,,. L1ribkAL;:z'ONE ,~'::. \ ':_ ".:' '; .... , _~: ,,\ _ . 0:1 ~ '~t' \ r [ ~ . ":'"'; (9;;ii~.27SF) . .. l \..--- \._- I u, "J, , ~ I \,~ -1.5 ; Ji~;Y - 2[4. RCP ~ II ~ \ I ~CD ft, "': II ~ T......,. -l:l~ " ~ (or ~- ; n' ,,,,.,~,,. .. 1\" ~ Ii """ I,., l ., ,.F ~ ". ;.:<:::: , ;' :p;:;;; [~ n T I !h i ' '<"o.iI ' ~li~~[I\I/1 ~h '!~I~ \? I fir ~ m r] (( ~ j N)A PEDE5"rnIANAN,Q.}.. ~. ) I I t ::\ )' ~--- . ~~r6g~~,~~~qi~~~ I r n -; ~ I \ \ ~~ I ~r 1-' ~..~c- " I ""~,',: '. 1 ~ )F N~ e.,' .' " ' ' '~,. ~.~ '.I' " ,..." CAMPANILE tOWER,.;f\,' II O~8. rT ~ MAX HEIGHT~9p.00," '{,', lI)~1 " "'," , ll~lj r- \ - ,~~" \, 'c, n,'1 0 r) (.:: '11" \^/ '),1 c:, r\I~-~rr~\"--' T., I ,*-,~---::=: ......... ..... 11 ~ ~1l~~\m~_n '--~~_-~~5'~:::m~'~t~c_Ml~~~~p,m.k: t',,'j+m~ 7 00 . ',," 4_ r In _~~- I Z - .. h., - , '\ .. - L;1 - , . .,,~--,-</ " C, WM \.m_g 'PI" ""; '-- ---t-F"'" "w- . .........: ........ .:~MPSTE~~~D~ ~~~~~~~~~~~If~ ~~. ~~~ ,~]I,~~,~~~~ ~q ~/. ,.,'.:';:'{;:~ :~;-,''}:.. .: " , , - ';/'i" .'<5.:,\:<>; , .' .,i~'i;' "'. ,::,;,:,:/", :'; , .,. :/;:0 ',:;/ '~ ::~:;-':i", :'n ,,':' :~:-.: :/i; " ,'".' ': .'; ,~: 'j,:: o:{~;{:;,,''.:J~ ' 1l('-.-'';\ . '\:1.\:, :.;:":){''''.','- ,', " "'., \::, ': ':, . ~>~:::" ", ", --- ~ ".'~',: " ~ ""," ,;. ~ " 1 ~. '" D~W = DESIGN HIGH WATER DLW = DESIGN LOW WATER NWL = NORMAL WATER LINE SHW = SEASONAL HIGH WATER TJB = TOP OF BANK WATER QUALITY TREATMENT PROVIDED VIA A 3" DIA CRIFICE PROVIDING WET DETENTIO~~~\ STORM ROUTINGS HAVE NOT BEEN PROVIDED. - --- f:::::::J t;::::J ~( ~ -~ \\ - ~---- ~~~ T )) [" c ~IOTE: EX. WATERLINE TO REMAIN FOR PROPOSED USE DEPENDING ON EXISTING CONDITION. SUBSURFACE SURVEY REQUIRED FOR LOCATION OF EX. UTILITY. PORTIONS MAY BE REPLACED I'JSTEAD OF THE ENTIRE LINE -.0 PROVIDE A COST SAVINGS -.0 THE CLIENT. /--', \ \ -/' FH AS@,~4'f; (lYP) : !I \ ~ ' "'--, . I I ~-. ___, 'r- I ---- i:5 c< ~C // f/h1 {\ .' (, 1 (v'\,.. ') L_d ,-:~:" I I j , C:1 u2 ~1) I q \ :...~ ~li:2 MEE1lNG ROOMS TOP OF DOME a..90.00 f-- GRA~~LLAGIO 11 ~ f--, " =='ik= CJ L..LJ <L (~) LJ <J' IY H_J ~i Lu CL_ .~- -- --7 ~=)-.~~/ /.::..- (~~ i--- '. <::-~C ---- C:t~ <~r ) (J Ll.._ 1,,"-----,) f-- '''-''-'''' Ld . (-=) ~:=.: - ---- CL (_.) C'; <{ .-:;:;.- I, ,,[ " ~- I ,I T I ~:i llJ -,:_J -CD I <( u TOP OF EXIT STAIR. a-90.00 B I , \ I \ \ \ ---- ;~ \ (- .,~ '..' ' " :L',', .' ''/ ':",' I I 1\ I \ I ~ \ \ " ..--' 1-: itr I! 1 ' ') '-"L I. l 1'1' (j'j ~) ~~~ ~ J {z (~< ~"n )T I I )[J II Iii \ I tl\ I! I I ) II I ~ J II I~~! 2t( a bl~ ) \1 r') "C~ ) J \L~ /{ Ii O? l/\ 1\ IY lL.: I I ~ ~ 1\ \ L.tJ I'.....) , ()<~ . \ ) f- (1')\' :?:.b ~.,.," ''''\ _ <1'.-, I!-""' I"') I t---" ~~ Ul tl ) I: "~-J ~ L ('.1 0_ II(/) '~ I = <[ c:; - I~I) \ I l.L1 f") Z '), . . un _ _ ._ un ...._n _nuun . .._-'t~ U_~~ ~::~ ~~I~~ CL LLJO, l ,11\ u ,LC'I l~ I )it II 0::: ~ (- ~~ 'n 'Iill- :_\ ~Ili\ CLt R Cj ~:; CL~::'~' I I )411 ~____ I () ..~):,g- t : , I ..-, i--_ ;., FF=9.50 MIDPOINT OF ROOF . a-70.00 I aLL ~~ C" ':.1 I I I . . .. .~ 1- ,,:7, ,', ":,', -..", == , .,'....":~/j(,~ED~~T~IA~ ,~RI~GE~~ ~G~~Wi7%~~><: .............. ~ ......... " ,,-, '.".".~N" ',',' ",~" ',~,';~'.' .'::' , r ',,: __>:<, .,"\;>-<O:;~ '.~;';;::,' 'iJi;j;S, 2.,';<>f> .... . __0AD~P~QE~R~ BRIOqt ARC'iDE 1 "~".:';':~:;,:' 1-Y "'>~'Bf: :':',:::~(::,:'. :2 .,.j, ;, . ',; ,~:~<' :';,~.,;::~~:\';\~;~:;f:~.-;,:S'-?l,} I I .,-;~/" L :', .:,":,:;, <~';" \ '.'.','.; ;:';;::,::?~I;;~:: - I ,; ':J,;;:;;<(~\ ' ' L '" ",:;'J. , ) ~ TOP OF ROOF . a=82.50 '.:, ~ . . (.., ". . c -, ',. .'.". ::.>. , "', ,,:,>::,?<,;:-. ('; .'- " ',: ,;," , " , " '" ,,". : ;c' . .' " ADA, PEDESTR!AN' BRIDGE ::":"r._,,; " ' ' .. , , '. ': ',', ',' .,' ; j) '<:",'" / c~) --) L d - .g 'Os <1: I....:l T HOTEL ---~ '" D/_" 1'/ . f--_L U:.J --" . ( 1 .....' . ',f' .----------- " 4-~ ill.. ~ / <T U_J I .: I I PARKING GARAGE \ \ I \ I ! PROPOSED HOTEL AND PARKING GARAGE FF=9.50 MIDPOINT OF SLOPED ROOF . a-130.OO SERVICE CONNECTIONS TO BE ADDED HIGHEST POINT OF SPIKE a=153.00 -; ~ I PROPOSED SANITARY MANHOLE MAY REQUIRE RELOCATION I . - -=r I ~ (COORDINATE WITH n -4V I h "- ARCH ITECTU RALS) I: ~ '\ "- 'I I ~ I ~ 'Z+c=-=-- ~k. ~ ~ ~'~ ~ MATCH LINE SEE SHEET C-3 ~ ~. FF=9.50 MIDPOINT OF ROOF. a=58.00 - ------ 9,05 - TOP OF ROOF . a_m:: OF ~r ORNAMENT . rj) a-113.66 ~L -~ - ~ -* r- - - -_I 'Os I ~s L.: - ~ a. 6 l.- ""'- Q. 66_ SAN '! = -SAN PROPOSED SANITARY MANHOLE AND PIPE (TYP) ~ I... TRASH COMPACTOR TRUCK WELL/ LOADING DOCK A ~ \ I \ ---I '-" ~ o l~! ~n- \\ , 1- --.... - - l\~ o >- U) '--' '--' '--' /' Ck:: w 4 ~ Ck:: 1'5 --' '--' /' CD =:J --' '--' >-- <X: '--' -/. 2 i_1 J BUILDING HEIGHT DEVIATIONS: ELEVATIONS SHOWN WITHIN BUILDING AREAS REPRESENT THE MAXIMUM HEIGHT FOR THAT PROPOSED STRUCTURE. SPECIAL ARCHITECTURAL ICON FEATURES (SPIKES, ORNAMENT, TOWERS) ARE ALSO IDENTIFIED (SEE SHEET G-1 FOR DEVIATIONS). 5 4 I 1 2 en o ........ r---- N ........ N 3 80 I N I () I- W UJ I CJ) W W CJ) W Z - ....J I () ~ ~ ~ ARCHITECTURE ENGINEERING PLANNING ORLANDO OFFICE: 482 SOUTH KElLER ROAD ORLANDO, FLORIDA 32810 PHONE: 407.647.7275 FAX: 407.647.8903 TAMPA OFFICE: 5300 WEST CYPRESS STREET, SUITE 200 TAMPA, FLORIDA 33607 PHONE: 813.282.7275 FAX: 813.282.9767 D CONSULTANTS: ARCHITECTURE AND SIGNAGE: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 - LANDSCAPE ARCHITECTURE: MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863,2500 FAX: 561.863.2505 CLIENT I PROJECT NAME: c ~~~ ~ CAY CLUBS L RESORTS &: MARINAS 2704 VIA MURANO CLEARWATER, FLORIDA 33764 PHONE: 727.531.2525 FAX: 727.531.0152 - CLEARWATER CAY CLUB LEVEL~ II FLEXIBLE DEVELOPMENT APPLICATION COMPREHENSIVE INFILL REDEVELOPMENT PROJECT DECEMBER 28, 2005 B APPROVAL SCHEDULE: APPLICATION DUE: COMPL TETENESS: DRC MEETING: RESUBMITTAL: CDB MEETING: APPROVED: 12/28/05 01/06/06 02/02/06 - PROFESSIONAL SEAL: JAMES J. SMITH, P.E. FLORIDA REG. NO. 57598 ORIGINAL RECEIVED ute ~J. 8 2005' \',P~,' "';~';~G ~~- AR;'MMT r \~'C, ITV 0, F LI; W.l.T ' " .. ro<~~~~ . D~ !J I SHEET TITLE: A NORTHEAST QUADRANT SITE PLAN SHEET INFORMATION: DATE ISSUED: DECEMBER 28,2005 JOB NO.: 10-1504.00 SHEET NUMBER: DRAWN BY: B.E.N. CHECKED BY: D.E.S. SHEET: C-l OF: A o So o N o >-- if) U U U ./ De: w >-- <( So De: L5 ...J U ./ CD ~ ...J U >- <( U ~ ::2 en o --...... r--- N --...... N 5 4 3 o -------- ~~J D\ \ \ k-, /:- (r~ tu11~ ~ l lOad _~J 01 l"- N '0 ..t N 1_,,-_-.-/~~ ] ,O'-v~_ '0 N CD c I~ /~ ~ '\ /./ / //'----..-/ (: \ /' ~~/ ~\'"~ ~ /;/ /~f'~ ~ \ ,J ');J / / '" ( ) "--~ A~ '- \ ; "",/ (---'V$ Y / (\ l ',/ "/) j '$ ~ \~V)V rj ~ ~..~ '% (~AND BELLAGIO /) ( II =~ ~JY ^' >>:JIl /~J& ~ /~/~ 'r \ ;.- - - - --4. ./ /~ ~ 3snOH8nlJ o-V o ..-) '<t' J --::-_~~~ i I ----- -~ j --- ~N\O'1In8 [~~~11 3~NVN~~'V~ -=~I /(;8 ____ //'2..: e/2~ ~ ~ ~ <.0 ---.:~ x x o CD '<t' ((~ "- a ~ 0 ~ ~ J~'- 1-- ~ I o I- W rr W~- Il~~ en W W en W z - ....J I o l- e::( '....;;.. - - - - - - - - - - - - - - - ---:T- ~ o ~ '-', / t-=~' ) LL' (:' <, (,j <~ () C~ \ GRA(!)ENE I ----- ,~'~rl J l ' :" l ] -' ~ ~ J ~ I ,'1 \ I J 1 , , r -' I ~ ~ ' .) j ~~ --- '~r, ,... ,"r, -r r ~ ,'1 d", "atJlCDING --'S-EJ8A-CK",r_/vv-'15""RCP-~ _ ") i / (:> / I I ._/\1 ',_ 'I:' 1 /: ~- '\, />."'~/~'_-."-,~<"- '~"-/~L...'__-"_-: 0' /~ ,-!:,- ~: ._~/'_--~-_-=-" / __': / "__-! ",,-, ::: :"~_ .' . WM . ",,',; " ..,... - -- - - - - - - -_:~\--.~---- B 19. 24.0' IJIJI] IJIJI] j ~ IJIJI] ~ (7) DIII] 0 ~~~~~~~~~~~~~ ~ FF=9. . MIDPO OF ROOF EI..=7 00 ARCADE .~ \><'0- r. ' , ' PEDESTRIAN BRIDGE 1 ~ :' !-J / \ ')-": t - ; i () EX~$TIN(G; Buf4fDINC TO ~REMAIN- ~ _l _I < _! '. GONDOLA CANAL NWE=7.00 , \ ~ _1 '-, , ,/'- II!! 1_"'; '.-; ,/7 ~"-. n-c ARCADE ()l !\ it - \~ 1 '; : ~ I ! (---- I I _ .. ... ~. ll" . tV ... # . , -"' ,~". ,. .,' " ,.,. ".' .... ;. '.. .." tI " -i' 7. < ' .; .; ~.~ ..i{.r--ri" ~;,l ;:;',;,.~'~<":;~ ...',':-... 'f.~,;:. ~~"';' ,;; ~'~ ~..\'~; ;., ,: , . :,'1.. . 0 06, a::: ~~w \ <9J>1: sJ}:;., ~':;}' !,,,, "6' I~ .v.... .: ". :'. ''''6'' < J> go' ------- p d;' ,;, t... ~ /. . ~ -9/( <!? <<. :g-9.- ..,'}",; I ~ --- >ll\lM3GIS JU~JNOJ ,0.= --'~6' 6' ; , . I A. - -~.s 3ll. ~ 26' __~--------- ---- -- - -- .. . .., :.>... I CD ~ r L -\.. 0 ..'0" P;{/ 'i; 6i"~::;"';~" ~~; ~ (~l) ""V~~ei~T~~~:CC~~~ TO" ," ;> i'S'. "'\ '..s>\, " ,...J '-'- 0 :>'J> ,/J>6' ' ~ c 0 ~ ~ .l 6Ll .9. "".' ~ ,-- i'= ::r! 1\ 2J> "',;.-" 1\ ~ 8 :::,c --...... ~ > ~ ~w;i ~ z z~ <f~ - ~::j ~ 3 G::Lw ~ ~ ~ ~ 8 ..~ ~ ~ ~ ::J '<:'01> l~ ':.i w w u.~ -.J ___.__ MATCH LINE SEE SHEET C-4 : I ! '\ , PROPOSED PARkING GARAGE I ' EX. SAN. ESM'T TO BE VACATED . ,/ NO / I / " FF=9.50 TOP OF GARAG~ ROOF DECK EI..= 78.00 I ! ;>6' ; 6' ~ !=::: 0, : f. 6'6'~ ,~ 6;1~J> "'.. ' . 6' 6' 2 c ..... / CtJ '---1, ~- I l w (') <t cr: <t (') 17' Q=- ] w o o 0:: --' --' <( ~ <( w (/l ~ w a:: U z 0 u w 0 :;; /!,. ,(' . OlD O::~ -CJJr--. : ~~ CJJ...JO:: "'-..: 0 llJoz Cl w. z~ro :::lCL~ 000) i 3"ZZ :LZoOOS \ -~ <' cr: lLl I- <[ 3; z Vl ..J ...J <[ lL. a: W Z a: o u l>-l Z ::i .05/. S'J>6' ~ W w 0::: () ~\ \ 7 COV~ED PARKII~G 00 d' 9 SPACES~TO REMAIN rl ~ N /,{"..... --' Z CJ ~ w S'..... <( r:::: \0:: :::;;.' U) "<("<( => I I ...J 1- ~ '-'.j \--' U) \~ I \~ I~~ ~ II II ~ W '-.:l >1/1 a:: W \~ I ~ ~ ~ I~ I I g-l ~ ~ Ie ~\ ~ i ~ U I I II ~I \~ \ t;: <..:) ::r: ~ II l;; I 16 ~HE ~ ~ ~ ~ '=! I I ~--- .~ -\~ ~I : ~ ;tL~l -19~ \o,{'. ~ ~ <( \~ ~r-l \~ ~ ~ ~ I I \ -S' ~ +1 ~~~~ \~ ~ ~II ~23 URFACE.~ARKING AND =~ ~ ~\~ \ ~ ~ Q ~ RI ETER ACSESS DRIVE TO S2 : ~ l~ ~ ~ Id r ~I b 1-_:i1iS :s U<Ci<r) "'l Z 0:: w I- <[ 3; ::r: <.:) ::r: ~ug'5 UW~~ w w '-'- Z --...... 2'. 5d~ 8~~ ~ 5'::---~ u ~ I- &' l... ?!; '-~ 5 .....,.., n<.O roO <::) W 0:: <( ---' '-'- z < w :2 <.:) Z ~ Vl X W ./ ~/~ m.... , U'ln y, roro 6' r---w --<fl roa:i :::,c ---' -en <( ~ cx:i (;) w I") i---- 0 Z w r< if) t- W 0 W ro >-- >-......J 0:: w 0::5 u a:: :z: u Om 0 :z u 0 I--- w u IJ)>- 0 0:: ~ C:z , IJ)O w IJ) <( L 6 (dAl) ~N\lHCJ1\O 30 SllYlll' ,tTL ; -----.~-------- 15" RCP BUILDING HEIGHT DEVIATIONS: ELEVATIONS SHOWN WITHIN BUILDING AREAS REPRESENT THE MAXIMUM HEIGHT FOR THAT PROPOSED STRUCTURE. SPECIAL ARCHITECTURAL ICON FEATURES (SPIKES, ORNAMENT, TOWERS) ARE ALSO IDENTIFIED (SEE SHEET G-1 FOR DEVIATIONS). 2 L 5 4 1- 3 1 NORTH 02040 80 I I I I SCALE: 1" = 40' Half Size Scale: i" = 80' FUTURE BOARDWALK ACCESS THRouGH MANGROVE BUFFER AND PERMITTED TO MEET LOCAL AND STATE REQUIREMENTS ~ o '---/ ~ If) l'-- If) to 1O ORIGINAL RECEIVED DEe ~~ 8 2005 PLANNING DEPARTMENT CITY OF CLEARWATER Vl :,c u o o o o 1 ARCHITECTURE ENGINEERING PLANNING ORLANDO OFFICE: 482 SOUTH KELLER ROAD ORLANDO, FLORIDA 32810 PHONE: 407.647.7275 FAX: 407.647.8903 TAMPA OFFICE: 5300 WEST CYPRESS STREET, SUITE 200 TAMPA, FLORIDA 33607 PHONE: 813.282.7275 FAX: 813.282.9767 o CONSULTANTS: ARCHITECTURE AND SIGNAGE: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 LANDSCAPE ARCHITECTURE: MICHAEL T. REDO & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c RESORTS &:, MARINAS 2704 VIA MURANO CLEARWATER, FLORIDA 33764 PHONE: 727.531.2525 FAX: 727.531.0152 CLEARWATER CAY CLUB LEVEL~ II FLEXIBLE DEVELOPMENT APPLICATION COMPREHENSIVE INFILL REDEVELOPMENT PROJECT DECEMBER 28, 2005 B APPROVAL SCHEDULE: APPLICATION DUE: COMPL TETENESS: DRC MEETING: RESUBMITTAL: CDB MEETING: APPROVED: 12/28/05 01/06/06 02/02/06 PROFESSIONAL SEAL: JAMES J. SMITH, P.E. FLORIDA REG. NO. 57598 DATE: SHEET TITLE: A SOUTHEAST QUADRANT SITE PLAN SHEET INFORMATION: DATE ISSUED: DECEMBER 28,2005 JOB NO.: 10-1504.00 SHEET NUMBER: DRAWN BY: BEN. CHECKED BY: DES. SHEET: C-2 OF: C) 3: Cl r<-) o >- (7j U U u ./ (Y w ~ (Y L5 ...J U ./ en ::0 ...J U >- <( u --/. ~ en o '---- r--- N "'-. N 5 3 4 o [ 1 2 NORTH 02040 80 I I I, I SCALE: ill = 40' Half Size Scale: 11. = 80' MATCH LINE SEE SHEET C-1 ( 'f" 24" RCP WM ,! 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I " " . , ORIGINAL RECEIVED nee ,) ~ '1nfl~ LlL.J __\.... l 'h~ PLAM,W'iC . \_ .ENT CITY Oi ".._cAk'i.AiER I 1- 2 1 ~ I t) I- W W I en UJ W en UJ z - -I I t) I- <t: ~ ARCHITECTURE ENGINEERING PLANNING ORLANDO OFFICE: 482 SOUTH KELlER ROAD ORLANDO, FLORIDA 32810 PHONE: 407.647.7275 FAX: 407.647.8903 TAMPA OFFICE: 5300 WEST CYPRESS STREET, SUITE 200 TAMPA, FLORIDA 33607 PHONE: 813.282.7275 FAX: 813.282.9767 o CONSULTANTS: ARCHITECTURE AND SIGNAGE: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 LANDSCAPE ARCHITECTURE: MICHAEL T. REDO & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c CAY CLUBS RESORTS & MARINAS 2704 VIA MURANO CLEARWATER, FLORIDA 33764 PHONE: 727.531.2525 FAX: 727.531.0152 CLEARWATER CAY CLUB LEVEL.. II FLEXIBLE DEVELOPMENT APPLICATION COMPREHENSIVE INFILL REDEVELOPMENT PROJECT DECEMBER 28, 2005 8 APPROVAL SCHEDULE: APPLICATION DUE: COMPL TETENESS: DRC MEETING: RESUBMITTAL: CDB MEETING: APPROVED: 12/28/05 01/06/06 02/02/06 ,IA' PROFESSIONAL SEAL: JAMES J. SMITH, P.E. FLORIDA REG. NO. 57598 SHEET TITLE: A NORTHWEST QUADRANT SITE PLAN SHEET INFORMATION: DATE ISSUED: JOB NO.: 10-1504.00 DRAWN BY: B.E.N. CHECKED BY: D.E.S. SHEET: DECEMBER 28, 2005 SHEET NUMBER: C-3 OF: C) ~ o '<T o f- Vi U U u ../ C<: w ~ ~ C<: L5 ....J U ../ rn => ....J U >-- -< u --:: ::2' U) o '-... f"--. N '-... N D c B A 5 4 '- c 1 3 2 NORTH 02040 80 I I I I SCALE: ill = 401 Half Size Scale: 1.. = 80. 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( -, l '3i, \,;V-JI3 '~ UI ~~ h l. ~ to o ......~ -' - ~ ~ o \, ;: / / / ' c.' ' / ../ ,I -;;'J / / /- -~1 / - --- -- ~~' ..-__'_ -.- _~ ___~- 2: - <:::to, .{f ~', - '11"--' ~A-_ ---...,'( .-- .- --~ ~-<~-- ~,~_.- - , , "', f "- r-" I 1 ' , I, " ! , I " 'j -- ',I I I ' ...~.... ~',,~ . ...~ -~_...-... ... - " ~.- '" \.-- ':-} --",' '--- -- ----- _.- --;,. -------- ~- -.;{ _,~-__---.n I~ ..~ W 1-- ~ ,~ Z -- - - --- --~ -- --- - - V"j ,.J ,J / <1 L1.. -- ~ ~-=- i ! //--t I (" .,':, - 1\ ,/ r 'I!I k-' J !\' j ~ -ee j --~ lc- Cl~;,~~l~J ,_ _,_____ ___-"e'__ o w z: ~ j c) _ U " ... '/{'l V(-, .//~.l./,... ,(/ 4,.- , ",).1 . 'i '(,1) I I I I 1 ,'. ~.,' ~ , ' . I~ 1..." "", ,,;,,: ',' , , ~', :;'.p~~ ,";'.. : l ;-". -.' ' ,.'. . : " ~"~7'~;~ri~';: ',.'-, '. "'\"~' ~~;,;:>>. ,. : ;if'; " .. ...1.' , ;, .:. ~.- ,'. ,- r REQUEST FC)R BUILDING HEIGHT DEVIATION: ELEVATIONS SHOWN WITHIN BUILDING AREAS REPRESENT THE MAXIMUM HEIGHT FOR THAT PROPOSED STRUCTURE. SPECIAL ARCHITECTURAL ICON FEATURES (SPIKES, ORNAMENT, TOWERS) ARE ALSO IDENTIFIED ----c- 1 5 4 3 2 , : '. '; " :;., .: I'.:" ,< : ,".l " ::.," ..' ';. ';' ,"', -,,,, .. : :~~" : .~ ~~,~~<. ~ j',.'- J: .::, -; " : < ': :;:,--\t. ,:: , ", ,., /'" , ":""'",;;<':..,'; :'::"::' "",;'" '~." -, I.. " -: '.~', ~ . . ,:;- , " , ORIGINAL RECEIVED CEC :? () 2005 PLANNING DEPARTMENT CliY OF CLEARWATER ARCHITECTURE ENGINEERING PLANNING ORLANDO OFFICE: 482 SOUTH KEUER ROAD ORLANDO, FLORIDA 32810 PHONE: 407.647.7275 FAX: 407.647.8903 TAMPA OFFICE: 5300 WEST CYPRESS STREET, SUITE 200 TAMPA, FLORIDA 33607 PHONE: 813.282.7275 FAX: 813.282.9767 D CONSULTANTS: ARCHITECTURE AND SIGNAGE: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK. FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 LANDSCAPE ARCHITECTURE: MICHAEL T. REDO & ASSOCIATES 631 U,S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c f"' CAY CLUBS RESORTS &: MARINAS 2704 VIA MURANO CLEARWATER, FLORIDA 33764 PHONE: 727.531.2525 FAX: 727.531.0152 CLEARWATER CAY CLUB LEVEL/ II FLEXIBLE DEVELOPMENT APPLICATION COMPREHENSIVE INFILL REDEVELOPMENT PROJECT DECEMBER 28, 2005 B APPROVAL SCHEDULE: APPLICATION DUE: COMPL TETENESS: DRC MEETING: RESUBMITTAL: COB MEETING: APPROVED: 12/28/05 01/06/06 02/02/06 PROFESSIONAL SEAL: JAMES J. SMITH, P.E, FLORIDA REG. NO. 57598 DATE: SHEET TITLE: A SOUTHWEST QUADRANT SITE PLAN SHEET INFORMATION: DATE ISSUED: JOB NO.: 10-1504.00 DRAWN BY: BEN. CHECKED BY: DES. SHEET: DECEMBER 28, 2005 SHEET NUMBER: C-4 OF: D c B A C5 ~ 0 :=; t=J 0 '-.) '-.) '-.) /' n:: LW !;:( ~ n:: L5 ---' '-.) /' ro ::::> ---' '-.) >- 4: u --:: L en 0 '--- r---- N '--- N ~ 5 ASSUMTIONS: GROUND WATER ELEV.=3.0' BELOW EXISTING GRADE EX. GRADE @ BORING=6.50 ~" OVER ALL IMP.= WATER QUALllY VOL. COMMON WEALTH CHAIN LINK FENCE/PROPERTY LINE FF=9.5 T.O.B.=9.05 T.W.=9.05 DHW=8.05 TOP STR. 8.00 PROPOSED CONTROL STRUCTURE Wi 5'x3' RECTANGULAR WEIR WEIR ELEV.=4.5-DLW EX. STRUCTURE TOP=7.98 ~ BMP ORIFICE - INV=3.5 --------- -- ---~-~ 36" RCp 51.85' @ 2.5% INV= 1.2 r 4 ELEV.=8.61 ~ -- ------~------ EX. 48" RCP-79LF @ 1.47% SECTION A - STORMWATER OUTFALL N.T.S. 12" a a:l 2"" 4'-"" Aluminum Skimmer 2-1/4" 2-1/4" Woter QuantIty 3'-0" . o I in . ID t ;,. Orifice Concrete Pod Under Skimmer . 10 Oealgn HIgh Water level Top of Bank 6" Freeboard PLAN VIEW 5-3/4" Eye Bolts Per FOOT ln~x 201 Top of Bank --- Grate Water Quality Normol Water level ./ Pond Bott~ ~ Basin - - - Side Slope 4: 1 (Typ.) 14 Bara o 12" etr.. Instoll 6" (Min.) Gravel BeddIng Cone. Pod ~: Min. CROSS-SECTION FOOT TYPE E INLET (Modified) lIlY. GA1[ 0IIClIlP1t0Il 5 J ,~ 3'-"" .. t . co <:. If) a . I ID (Q N, - o ..., .- n · .... I u e .... 0 I Jt~ '0 'Q ~ N ~ {5 ~ CD CD TYPE E Straight Bars 2. x 3/16" R.tlcullne Bars 1-1/4" x 3/16. Sands 1-1/2" ~ 1/4" Approx. WelQht 215 Lbs. Inlet Wall ~ ..' r P.V.C. Pipe 6 Ii 90' Bend ORIFICE DETAIL ".. CIlY or CLEARWATER. FLORIDA PU8UC WORKS ADMINISTRATION ENGINEERINO STORM SEWER roo OUTFALL CONTROL SlRUCTURE W ORIFICE 1 Off 1 4 3 TOTAL AREA= 708.498.18 SF = 16.26 AC ASSUME COEFFICIENT =0.95 ASSUME 15MIN Tc TIME IN PIPE IS NEGLIGIBLE DESIGN FREQUENCY=25YR a.. =ciA a.. =0.95(7.3)( 16.26) a.. = 112.76 cfs 36" RCP @2.5% "n"=0.012 FLOWING FULL TOP OF SEAWALL=5.79 48" _ MHW. (VISIBLE SCUM LINE) 24" I NV= -0.05 IAMP.A.J3AI: 1 L-.: 4 H,W.L. 3 115'-18' 11 2 [ POND AREA = 26.312.57 @ ELEV. 9.0 LITTORAL SHELF = 9.209.4SF 9.325.27sF REQUIRED PROVIDED 44,267.85 CU. FT. ASSUMING ALL 16.26 4C OF THE COMMONWEALTH IS IMPERVIOUS A 3.5 18,370.97 0 1.5 19.062.05 28.593.07 21.860.83 43.721.66 24.752.63 4.0 6.0 8.0 FREEBOARD = 1.01 TOP ~~~ LITTORAL ZONE SIDEWALK/HARDSCAPE 2% CROSS SLOPE MAX - 9.05~ - 8.05~ _J_ \ \-:V- ~~~-l.~~:-------n -.-------,- ----- -__ LINV IN=1.40' EX. 48" -I 1 1 SHW 3.5 '. -" ~. EL. .05 2.0 2.0 SECTION B - RETENTIOIN POND N.T.S. 6' SAFETY SH ELF PLAZA ELEV. 9.05 6 NW ELEV. 7.00 2.00' ELEV. 5.00 ~EL. 1.000 SECTION C - GONDOLA CANAL TYPICAL SECTION N.T.S. il _ . '\...... ~. ' ' 8"-12' UTTORAL SHELf' SOD H.W.l. N.W.L. NOTES 1. lIttorol shelf and upland area. to be vegetated per city requirement.. 2. Outfall structure Bhall Incorporate IUb drain with Inverta no lower tholn normal water elevation. Overflow sha1l be "t at hlgh water elevation. water ".vatlon. 3. LenQth to width ratio of pond thoU be no g,eater than 3: 1. 4. Exception. to this de8lgn may be with approval of the city englneer. on 0 COM by case baal. only. CROSS SECTION LAKE/pOND N.T.S. 6 15'-18' LITTORAL SHELF N.T.S. CITY OF CLEARWATER FLORIDA PU8UC WORKS ADMINISTRATION EM01NEEttlNG lID. DAlI ......1aI ",.. 2 [ 1 1 BLDG. FF 9.5 ORIGINAL RECEIVED DEe'? t; 2005 PLANNING DEPARTMENT C!~( cr ('1_ !:ARWATER ," ,'~.: ; .'~>. " . . I -r:, ARCHITECTURE ENGINEERING PLANNING ORlANDO OFFICE: 482 SOUTH KEUER ROAD ORlANDO, FLORIDA 32810 PHONE: 407.647.7275 FAX: 407.647.8903 TAMPA OFFICE: 5300 WEST CYPRESS STREET, SUITE 200 TAMPA, FLORIDA 33607 PHONE: 813.282.7275 FAX: 813.282.9767 D CONSULTANTS: ARCHITECTURE AND SIGNAGE: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 LANDSCAPE ARCHITECTURE: MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c L__ CAY CLUBS RESORTS &; MARINAS 2704 VIA MURANO CLEARWATER, FLORIDA 33764 PHONE: 727.531.2525 FAX: 727.531.0152 CLEARWATER CAY CLUB LEVEL~ II FLEXIBLE DEVELOPMENT APPLICATION COMPREHENSIVE INFILL REDEVELOPMENT PROJECT DECEMBER 28, 2005 B APPROVAL SCHEDULE: APPLICATION DUE: COMPL TETENESS: DRC MEETING: RESUBMITTAL: COB MEETING: APPROVED: 12/28/05 01/06/06 02/02/06 PROFESSIONAL SEAL: JAMES J. SMITH, P.E. FLORIDA REG. NO. 57598 SHEET TITLE: A DRAINAGE DETAILS SHEET INFORMATION: DATE ISSUED: DECEMBER 28,2005 JOB NO.: 10-1504.00 SHEET NUMBER: DRAWN BY: B.E.N. CHECKED BY: D.E.S. SHEET: C-5 OF: CJ 3: Cl -.i <( 1= ~ A => (f) l;.1 0.. <C o (f) Cl :z: :s I [;j -' w /' CL: W f-- <( 3: CL: L5 -' o /' m => -' o >- <C o /' :::;; <D o "--. <.0 N "--. 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A AnnA ~~~ :U ~ Hm ~ ~ Hl 1m ~ ] [IT In a = M ~, ~ ~ ~ 1 5 @ A202 @ A202 -@ 5 4 [ , ,~: 3 2 1 .' ~ ,.. . :< SPIKE ARCHITECTURE ENGINEERING PLANNING ~ ~ ORLANDO OFFICE: 482 SOUTH KElLER ROAD ORLANDO, FLORIDA 32810 PHONE: 407.647.7275 FAX: 407.647.8903 TAMPA OFFICE: 5300 WEST CYPRESS STREET, SUITE 200 TAMPA, FLORIDA 33607 PHONE: 813.282.7275 FAX: 813.282.9767 - ~I ~ . -=------- ~ ~I----', ~ --- ~ MIDPOINT OF SLOPED ROOF I-ORNAMENT ~ft ~ r~ --. CONSULTANTS: D [ TOP OF ROOF ~ ...I....L...L.._~ ..LI..J. ...I...I....L..IJ o 0 0 0 0 o I'"' ~ ~ P. 8. r ~ BP'"" o DO 1] f= IC r= = F r= 0 R R g ~ 0 ~ 0 ~ 9 QO~ go ~ ~~ ~ .~. _ ~ ~,L("~L ... .. ~ m tl tl [j i:l n". [. ml[ZJ "rJrJ w' , 00 o rg g ~A~ ~~ rrn =r n ',: ~: '[J[J OA:.urJI:-.' :-: rJL1 ~ ~[J] ~ ;2' ~ [0] ~ lie '"' '"' ..&. 0 =' ':-: ~ ~ h 0 ~ .t ,[ 00 rr VI liJW [j] III ill ill [[EI III bIJ[ ~~l tit f ILbJ Ill. II II " Ia LANDSCAPE ARCHITECTURE: MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 L ea9 Ii 0 0 ODD S88 898 SB8 ii eBB f888 E88 8 a 9 D 8 B 8 Ii 0 0 888 888 B 8 8 0 /' 0 ---.;:;;n~~F~nF, ~..r= '..LL U ARCHITECTURE AND SIGNAGE: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 311U' ~T ~ ~T~ rrIT mmw II D 0 [l 0 DID ODD Q ~ "" Fi~ 1DlD l I 1 T o ~~ 1DlD I ~i 1 J~ 1 1 EXTERIOR ELEVATION-WEST CLIENT / PROJECT NAME: SCALE 1/32"=1'-0" M I \ SPIKE ( I ORNAMENT I \ c RESOR TS &; MARINAS 2704 VIA MURANO CLEARWATER, FLORIDA 33764 PHONE: 727.531.2525 FAX: 727.531.0152 CLEARWATER CAY CLUB LEVEL, II FLEXIBLE DEVELOPMENT APPLICATION COMPREHENSIVE INFILL REDEVELOPMENT PROJECT DECEMBER 28, 2005 EXTERIOR ELEVATION-EAST SCALE 1/32"=1'-0" B APPROVAL SCHEDULE: APPLICATION DUE: 12/28/05 COMPL TETNESS: 01/06/06 DRC MEETING: 02/02/06 RESUBMITTAL: COB MEETING: APPROVED: t ~~ PROFESSIONAL SEAL: LU ...L..l. J .J ..LLJ..L..LL.L.LL.L 1: -;:::-- 1\ nOn n n n Q 9 ~ 0 9 1/ I \ n n IT IT J] ~ ~~/"'~ ~ ~m~~ ~~ ~~~ m ~m~~~~ ~~~ ~~ ~~~~m~~m ~~ ~~~ ~~~~;:/~~~~~7 "~~r ~~~~~~ t=== F=== SHEET TITLE: ORIGINAL RECEIVED DO fin ~~ ~~ ~~ ODD nnn ~ ~~ ~ OD nJl1 ~ m W~ ODD nnn m ~~ ~~ DEe .~ 0 2005 PLANNING DEPARTMENT CITY OF CLEARWATER '--- A CONCEPTUAL ELEV A TION STUDIES EXTERIOR ELEVATION-NORTH SCALE 1/32"=1'-0" BUILDING HEIGHT DEVIATIONS: ELEVATIONS SHOWN WITHIN BUILDING AREAS REPRESENT THE MAXIMUM HEIGHT FOR THAT PROPOSED STRUCTURE. SPECIAL ARCHITECTURAL ICON FEATURES (SPIKES, ORNf\MENT, TOWERS) ARE ALSO IDENTIFIED (SEE SHEET G-1 FOR DEVIATIONS). A-I SHEET INFORMATION: DATE ISSUED: DECEMBER 28,2005 JOB NO.: 10-1504.00 SHEET NUMBER: DRAWN BY: B.E.N. CHECKED BY: D.E.S. SHEET: 4 3 2 OF: 1 5 4 [ 3 2 1 D c B ~ '~ , ~ A 0 :;= Cl I t-- z: 0 C>:: lL. 0 n ./' C>:: w ~ C>:: ~ -' U ./' m ::J -' U >- <t: U --:: :::!' I U) 0 ------ to N 5 ------ N 4 3 c 2 1 ARCHITECTURE ENGINEERING PLANNING ORLANDO OFFICE: 482 SOUTH KEUER ROAD ORLANDO, FLORIDA 32810 PHONE: 407.647.7275 FAX: 407.647.8903 TAMPA OFFICE: 5300 WEST CYPRESS STREET, SUITE 200 TAMPA, FLORIDA 33607 PHONE: 813.282.7275 FAX: 813.282.9767 D CONSULTANTS: ARCHITECTURE AND SIGNAGE: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 LANDSCAPE ARCHITECTURE: MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c L'~ ~ -"'\ .... CAY CLUBS RESORTS &: MARINAS 2704 VIA MURANO CLEARWATER, FLORIDA 33764 PHONE: 727.531.2525 FAX: 727.531.0152 CLEARWATER CAY CLUB LEVEL- II FLEXIBLE DEVELOPMENT APPLICATION COMPREHENSIVE INFILL REDEVELOPMENT PROJECT DECEMBER 28, 2005 B APPROVAL SCHEDULE: APPLICATION DUE: COMPL TETNESS: ORC MEETING: RESUBMITTAL: CDB MEETING: APPROVED: 12/28/05 01/06/06 02/02/06 PROFESSIONAL SEAL: ORIGINAL RECEIVED CEC :? 0 2005 t)LANNING DEPARTMENT CI1Y OF CLEAR'NATER SHEET TITLE: A SOUTHEAST OBLIQUE AERIAL VIEW SHEET INFORMATION: DATE ISSUED: JOB NO.: 10-1504.00 DRAWN BY: B.E.N. CHECKED BY: D.E.S. SHEET: DECEMBER 28, 2005 SHEET NUMBER: A-2 OF: o c <..:> :s: Cl N I 0:: L5 0:: o "" .....- 0:: W !;:( :s: 0:: L5 -' u .....- CD :::0 -' U >- <( u -/. ::2' "' o "'- to N "'- N ~ ::..-- ~ ~{ I......:..:.: \....: ~ - = 5 - -, .'-:':,~:\F>:".., " ,,',,:, "i'-;C', " ," :' ~,,> ,: .'1 ""'- ----- -- ---- / -- --~ ...... 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"",A'.,' r'" <?;-:"~ t ~)~-:i~~11~;'~~~'\ ~~,.(~t~:?;~~~~ Y,'f'fl 1'.," ' .... . ~ .' ,,}. \ .."'..' ~ . , . ,<,"., r ""f;6fi: -:1~~j:i;:}t~r~' L" ;"':;x.:~~'4":1' ..... -... ill"""" ....... ..... ...... - ...- -- --- .-- - - --~ -- - - ....... -- ....... - ........ ~ - ..- ~Y'ei:;:'i':\,k, ':>.,~.- ~1;~~bl}0:~~~ l'~j\i:~: '-i"':''; P'''1J'~'ij~~}. ,,"',n~ ~':-~':;'~0, .::I:~:~ - -- ---. -- "1~ ,\'.' " *~ ~(, ~0 t~: ;:1:, IX "iff'~:I~( .'~ ,':.r-: ;,.~?" ~~~ '~~k] ;I~~~' ~p" ,;:: <,,~~t .~M-; ....... "i, ,':' >: \ }i:;:;" ,~(,; ...... i;:;', :,:'.~7: i~c '".I,'~ ;1;., ,'.1' }/,":'/'>c,' )~;:;v - '"""--, 'l~,::f:-' , ... ~ ,:t~.~ . ",., ; %~~~[~,"~,~,.,[,!,','"-,,f,~.:,;,~~,~,",.;_<.> ~n ' ' .:,:.'.,,:,/ '. :;:,,, ...~\.(~ :,:'~ ';: 'l. ';~, - ~ ,.,r ? ;~fi;~:" .. )~t;~ .~:' '. ~.. ~:,~ '1;::, ,2',:..,,,,, . ~ "~, . ". .' "';'/' '~ . I :;~':, , I' \, : 2 , ,}\':? ..';'1'7"::'.' ." I .. !~~. .. " =:\ ~ ,'; ::_\~':iT, .:' ':.~::: .... .'.: '" "::T' '.- - , ,,"jt~;', \::~.:' ';:,..,;'-;i';,:,./<.;: '''',,:',.' ,::; >", ...:.: .~::; ::;;'::;;;;:/>\~ ~ ';',-".:,' ".,,0 ,'. ,,' \" .::::' , " - ~ , , I ; {, ,. 'ii. " ::: "..--- [ 1 ~ ", ,~,~:4,~ , ", . ~ ,i ~... \". (.:( -.. -: .,<;?~~,.~' -!,.~,.-~ l' ~ II .,. ~ ' :.:.: '. ,,: ,,1-., .....:~:;..,: I " "::1.,</,::,:, Y~': ; ..,2.': ~,',r~~:",~~.'~,< ~l'.':}<;'.~>,' ,':' ' :r: -, ' *:}~~i:"r]:': . <~~...~~,~,,' , ,J~)::::;.;. -- 1 ARCHITECTURE ENGINEERING PLANNING ORLANDO OFFICE: 482 SOUTH KElLER ROAD ORLANDO, FLORIDA 32810 PHONE: 407.647.7275 FAX: 407.647.8903 TAMPA OFFICE: 5300 WEST CYPRESS STREET, SUITE 200 TAMPA, FLORIDA 33607 PHONE: 813.282.7275 FAX: 813.282.9767 o CONSULTANTS: ARCHITECTURE AND SIGNAGE: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 LANDSCAPE ARCHITECTURE: MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c CAY CLUBS RESORTS &: MARINAS 2704 VIA MURANO CLEARWATER, FLORIDA 33764 PHONE: 727.531.2525 FAX: 727.531.0152 CLEARWATER CAY CLUB LEVEL~ II FLEXIBLE DEVELOPMENT APPLICATION COMPREHENSIVE INFILL REDEVELOPMENT PROJECT DECEMBER 28,2005 B APPROVAL SCHEDULE: APPLICATION DUE: COMPL TETNESS: DRC MEETING: RESUBMITTAL: COB MEETING: APPROVED: 12/28/05 01/06/06 02/02/06 PROFESSIONAL SEAL: ORIGINAL RECEIVED DEe :2 b 2005 PLANNING DEPARTMENT CITY OF CLEARWATER SHEET TITLE: A NORTHWEST OBLIQUE AERIAL VIEW SHEET INFORMATION: DATE ISSUED: JOB NO.: 10-1504.00 DRAWN BY: BEN. CHECKED BY: D.E.S. SHEET: DECEMBER 28, 2005 SHEET NUMBER: A-3 OF: 5 4 3 2 1= 1 NORTH ARCHITECTURE ENGINEERING PLANNING I 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 o 40 80 160 I I I I SCALE: i" = 80' Half Size Scale: 1.. = 160. 482 SOUTH KELLER ROAD ORLANDO, FLORIDA 32810-6101 PHONE: 407.647.7275 FAX: 407.647.0551 D D CONSULTANTS: GENERAL NOTES: The applicant is requesting a waiver of the tree survey, tree removal plan, complete landscape plan and irrigation plan requirements as a part of Level II approval process. Sheets L.1 through L.9 support the submission of a Comprehensive Landscape Program Requirements Application which has been attached to this Level II application. LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 All perimeter landscaping will meet the requirements of the City of Clearwater Landscape Codes for surface parking lots, side yards and buffer plantings. All interior plantings around the lagoon and adjacent to the hotel and retail areas will be completed in a manner similar to what is depicted on Sheets L-8 and L.9. MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 o (a).LS'LZ9 I 3..u;.a.oos 3Hn 1I3J.YM HOIH HY31'1 OJ. (1'1) ,Sl'60S 1I3NlIO:l S$31WM oJ. (,.) ,1O.tlt ii~ ~t ~F ~o15 ., ~ ~~fi ~b ill ~ i ;I; ~ ~ J CLIENT / PROJECT NAME: c iiiii.i.i. ---------- --- o --- ------___ c ~ ~ ~ ~ i W I W ...... 0 ~ 0 ...... :; 0:: in I " .n t) .., CD ~ - ! z ~ B w ~ .....J % !r .....J ! ~ I <( :; .. 11 '" ~ i -- -- -- .., :i -- -- .c ";l RESORTS &: MARINAS --- -----------------------, I I t~ LP-4 CLEARWATER CAY CLUB . . --------- o l ~ -------- ~ a :tic PHASE ONE ('ro I 1 I 1 1 1 1 1 1 1 -- !_Vd !'1VHclSV -- -- -- -- -- -- -- ~ . o o B II 11 d -lo& !I; II! J .( It) ~~ - ... ~~ i~ 'I ~ CD :; ::: .... - - N bI CIO z SHEET ISSUE: DEC 28 2005 SUBMITTAL SET B - - -- - -- ------ (lIIHIOO SSlNLa) C;Jw3nJ) .NG :llLl ~ I ;I; ~ I 000 0 o 00 0 o !'Ill3 B o -0: :tic ~--e- -D 1IlL, ---A q --- - MARK DATE DESCRIPTION } ari"~''''-'''- - - - -_ Y31'1 OJ. (1'1) ,ZL'1l6t =-- - -- - -- 1 -,- - -- PROFESSIONAL SEAL: 3..9~, ~~;oOON - - -- - -- - -- - -- K.lOIM A '1M ~O lHElltl .OOl gg avOtl 31'llS 6l AVMHE>IH sn = -,- ORIGINAL r~ECEIVED - -- - -- - -- , - . .)" 2DDt: u_lJ :..-,} J ~ ! 10.1 ~ ~ A ~ ~ -- ~ i ~ d ~ ~ :2 I ~ S 5 -- The irrigation design shall reflect sound and establish design practices, including, but not limited to, the following: o ~ 0:: <( W .....J .....J W m ',./\NNING DEPAR1MENl ':, \;{ OF CLEARWA1ER GENERAL IRRIGATION PERFORMANCE REQUIREMENTS: 1. All irrigation installation shall conform to prevailing City of Clearwater, Pinellas County and State of Florida codes and regulations. 2. Pipe shall be sized so that pressure differentials within the systems, and within the individual zones of the systems, shall not exceed 15%, and shall not allow velocities in excess of 5.0 fps. 3. Heads of dissimilar precipitation rotes shall not be operated on the same zones (i.e. sprays with rotors, etc.). 4. Heads shall be spaced 100% head-to-head where possible, and never further than 110%. 5. Heads in different water requirement conditions shall not be valved together wherever practical (i.e. turf with shrub areas, fall sun with shade areas, etc.). 6. Designs shall allow for adequate watering to occur within established water windows, including those times which may be imposed under water restrictions by the City of Clearwater. 7. Water supply considerations will vary from site to site. The Designer shall consider all viable alternatives, except shallow sand point type wells, and recommend the most suitable alternative. 8. The supplying of power to the irrigation controller shall conform with all electrical codes and the power connection shall be provided by a licensed electrician. 9. The contractor shall be responsible for the final adjustment of the sprinklers arc and radius to ensure 100% coverage and no over spray onto the roadway or sidewalks. 10. All mainline piping shall be buried to have a minimum cover of 18", all lateral piping downstream of the mainline shall be buried to have a minimum cover of 12". All mainline and lateral pipiing shall be set back 12" minimum from edge of curb and 3611 from edge of paved shoulder. 11. All trees, shrubs and groundcovers and decorative pots/planters shall be irrigated with a fully automatic irrigation system. The Contractor shall coordinate with the Owner regarding the water source and metering methods, 12. All valves, clocks, and irrigation heads shall be commercial grade sUPlplied by Hunter, Toro, Rainbird, or another approved equal manufacturer. Types of spray heads, rotor heads, val,'es, clocks, etc. shall be standardized. 13. All pop-up spray heads shall be installed using a 1f.t x 12" PVC flex pipe connection and all rotor heads shall be installed using a 314" x 18" PVC flex pipe connection. Contractor shall provide a rain shut-off device for the operation of the automatic irrigation system. Irrigation for turf and shrub areas sl1all be separated. SHEET TITLE: A OVERALL LANDSCAPE KEY PLAN SHEET INFORMATION: 1 DATE ISSUED: JOB NO.: 090497.04 DRAWN BY: CHECKED BY: SHEET: 12-28-205 SHEET NUMBER: LP-l 4 3 2 1 OF: 7 5 I 4 ) j ~ '7(:;? \ ' c/) (') \ '''~'' 1_ I ~ \. / ~.,]f" ':SV /, ~- < ~ ~ 'V'-v v ~ D ) ~ ^- ~ -^-^-A. __ 7" VJ~_ - ~--v- - ~ ~ ~ - - I + ) ~ ~ - /2\ \9V }200\ f2\\!:!V \!.!J L185\ \!& c f2\ /3\ \JY ~f4\ ~ fi3\ 'e:!!V f1\ fiO\ \9V ~/3\ \.!U - TEMP. B.O.V. ( liCE CONNECTION--- ASEMENT CITY OF ~ TO BE VACATED B - fI\ ~/2\ \!U ; 11..I ~ ~ A ~ ~ - ~ I 1; 3 u ~ / .. :=I I ~ ,... S I - I 5 4 I I I - I q n v vVv vv ~v~V-v~~ )' y--~ 7': ! AA^-f/ ~---~l : - - \ .--T J<1V:V J: · )." . \ ~ \.:r1 I ~- \J -"-.;;I --- -i~ ~ I ~ r~r'-J)I ..... '1 ~ ~ L4f\ · 1""__ 'i "J9I /3\ t~ --tl : fil\ \9V ) }- ~~ ./ 'e:!V ... ~ I ~V"- --1 ...J I II t ( I L-J~I 1'- I D I I: : :::JI ,() I If: ) I V , .. I> I I .; +.) '~> I ~ f) 1 \> I lLTT ,I ~~ r~~ Ir-.=--' ( J.L nl ( 'L~y 13\ -u::ii7' (I~ \AR7 PROPOSE .... :- , ! ~ _ -lll A.:TI"..Q-Jr li r' I ='-od > I y-v"V 'un n::.'" - L S1tiii "~; - --11 liNE IS li I II. I.- > I I ~ ~~! II ~ L_~~ ~ (Q) ~I ~ '-L/I ~I ~ @CJ~~!}~ii~~~~~~~ _[ill /, I I 3 I ~ ~..--... ~- - v-----V-"V ~ v v ~ ~ v V ~ ~ v ~ v V V V"V ..--... v ~ v v~ V -- - v v V v-..r v v-~ v ....r- -^ ^-.A. ^- -^.A. -^- -^ -^ .A. ^ -^ -^ -^ ~ -^ ./'0. ^ ^ ~ ^~ -^ -^-^ - - 2 I I I I ~ ~ - ^ -^ -^./'-.. ^ -^ ^--....-~ ^- - -------~./'o. -^ -^-^- A. -^ -^.A. -^ -^ -"--^ A. ~ ,...........", ............ ".-....... -- - t f5\ ~Y')J..l.;J -...: ~ · J fil1\ \V (~~ L(, ~ 'e!!!Y f5\ ~ ~ I \!U"'-./ ,: I , I ASSEMBLY (TYp)~ """I, <, Sod ~ L3\ t) ~ //' I~" ~ ~ ---::::..... -c~ //. ...... ..... ' -' / ...........~I : ~ '-' ~~" ./j', ( ED) /' ~.~ ~ ~: .W:x , ...~ ~ :c ~--3~ (Dl! ~ I nl 'j/'j/ "- 1'+1 (.} <I '" -I I ~, I < ,~~ , So~ I '..L " , -..........., ~ (CD ;:~ ~ -- -LIG-' 1"- "- " ~ I ~ /1 ,~~ 4J . ~ ~ ~ ) '" ,~:~.." / I Sod ~ ~-~r" I ~I (I, I ~... J ~). , "'" ~ ~ ~ I ..-----.- 'Z-.v ~ \) '" LiOO\ ~l-J- ~ -~~~" ~ L6O\ ~ :> (1r--.. /" - - .fT\ ~ I :\1 · r - \9V I < ~ (N ~,(1. u ~~~ I : ...... _! Sod' (~ ~ Li01\ ( """ < ~ 'e:!!V /3\ H ~, GfIL /3\ \Jlj , )....~ \.!U <vrl , < J'~ ~ <~ (~ 0~ ~ I ~'1- I ~I :(1:) ;,-,t-- ~ -- ) i- ""'.... ~ - ./, Sod: I~ ) , )~~ -.1 Vi~ l~!t l Ir- '- /4\ < 'J... /T\ \Jlj , ~- ~ / \.!U , ~,~ :/ --------_J Q j~~ ~ ------_______1-~-3._______________________~6~~~~~gENDNECTIONS LP-2 I ~(t) LP-3 --------------.--_________ LP-2 -.!. Nt PRoposm <>ANITARY ~~P-3/ fI --r=r------~-:-------lp:3- -V--~J..L \ I. J - ~- - - . _ ~ l .; J _ _ \ .--1 -~ ~- -- ~ ~ [[ l n n r ~ l < o I I f \~ "....... ~ v I I l I 3 I - - [ [ [ [ ~ ~// ~~~/. \9Y./ I '" ~ . J\.. @l I - I I - I NI~ I- a..1~ t= ...JI...J I - I ---_._~ 2 1 NORTH o 15 30 60 I I I I SCALE: i" = 30' Half Size Scale: 1" = 60' GENERAL NOTES: The applicant is requesting a waiver of the tree survey, tree removal plan, complete landscape plan and irrigation plan requirements as a part of Level II approval process. Sheets L-1 through L-9 support the submission of a Comprehensive Landscape Program Requirements Application which has been attached to this Level" application. All perimeter landscaping will meet the requirements of the City of Clearwater Landscape Codes for surface parking lots, side yards and buffer plantings. All interior plantings around the lagoon and adjacent to the hotel and retail areas will be completed in a manner similar to what is depicted on Sheets L-8 and L-9. 1 ARCHITECTURE ENGINEERING PLANNING 482 SOUTH KELLER ROAD ORLANDO, FLORIDA 32810-6101 PHONE: 407.647.7275 FAX: 407.647.0551 D CONSULTANTS: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 - MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c ~ ~ CAY CLUBS RESORTS Cst MARINAS f--- CLEARWATER CAY CLUB PHASE ONE SHEET ISSUE: DEC 28 2005 SUBMITTAL SET B MARK DATE DESCRIPTION PROFESSIONAL SEAL: - ORIGINAL ~~ECEIVED fEe '~b 2005 )LANNING DEPARTMENT CITY' OF CLEARWATER SHEET TITLE: A NORTHEAST QUADRANT LANDSCAPE PLAN SHEET INFORMATION: DATE ISSUED: JOB NO.: 090497.04 DRAWN BY: CHECKED BY: SHEET: 12-28-205 SHEET NUMBER: LP-2 2 OF: 7 _________~ ~ j~~ )_____________~!:-~________ v I :() LP-3 ------------------------------ LP-2 . ------- I ; · J25o\ LP-3 I :) ,(t /1\ G)~ ~ID /50\ 7140\ : POd.... ~ ~ \ ~ /36\ ffi6\ ~ ~ _I 1~ ~ /4\ ~~ ~ fT\ ~ /' ~~~(1 (-I};J I'D. /20\ 'e!!V NLlR /T\ \.llJ /135\ ( ~W ~ (I L W~-I--1J14o\ ~ /2\ {br'\ ~ 7180\ ~ ~rJI ___ : rl __ ffi ~ ~~ \Y /1\ Il ~" !L. /"(;:p{. 70. ~ \ ( ) 1"1 CU '-'=t' I I ~ \l!..I ~~' Sod ~,,"''''l ~~~'\':f1 I (~ ,:; I III I /"", '-' j ~/ ~ ~ ~ I < I. \ "/"~ /I~::>U\ ~,,\.,,~~;r · 1/, + ~--- l / '\ I f2\ \!:!!Y I ' I \ j;, "'./ + ~IJ" ~ '/ J25o\ / /1\ 1\ A'OO\ \9V ~ '" "" ' 5 ~ '-,.... Sod \. rg- \!:!!Y ~ ~ 000 :;(t\ ~f I/~ -- '--./ _7 /1\ / '" I /" " ~ ~~ --dV /5O\\gyJ I~ ~ ) I' ~~) I ~ ~ ; v.fY fiO\ ~ "'J -- '... \~\J ~ - I I g \& Y l ) -.\ /B5\ l-- t I"S:\ I I ~ " \!:!!Y I ~~:) ~-~!~-:~~~~~o g~h~ ~. ---\c;;. _\{' I 1\ ~ ~ fi5\ ~(V ..r;<....----- '-_/ - "'" I'~ ~ /1\ \& ~,,'-----~) /1\ -y- . 1 (h-J \gyJ ~3 17~, "; ';;;f : 1-.~~~) --- ~Ji 1 \ '>-< ~ TdO \ ~) / J ~ I II ":; VlAPj -,--" '-..-./ /29\\ -r 'i\ I II /2,\ 'lr.HRl' -J.7 '!'i~,Y:Y;Y :1 "'" ~ -Tn ~~ ,] , I 'tv; (V, \QV /iOo\ " ~ ---.l ~) J I ("" ~ '\ "" -- :, \ I ""- /1\ J r" Ie'!) 0' f<\.-~) /:..--.....') : ~ / C~) /50\'@7 "",,-,,+01 I~~~ I~~r CQ. ~ /1\ (J ~ ~ '----.7 'l.j/ : ( \gyJ "",-0 1;-" '/1\ '/ ~Yt:: ~ I~ i140\ /50 \ \s?f7 J7 ~- \\ "'" ~ ~AS/ 0"' \ ~... A ~ ( r-:-\ 1M1 / (-r~,..., ~ -r-.. ~ '" "".~ / L. \,~ '\:::~,r/ 4 \ ~ '~y ~v an' ~~~..~ \gyJ~",,, .\il' ---.:~V --- Y) '/Lv ~ ~ --"V /75\ \;,r -_./II~' /'......,- ~ ~~V /1\~ "- (~~l /~ \9V~ /1\ - ~~ ~ ~ \gyJ /iOo\ /T\ X2z ~'" ~ ~~AI / ~ fi5\ \9y./ ./ /T h r'<6~'I~' ~-~) ~/82~ 'l ," ~ ~~ ~V I h \j) ~~ ~UI/j 1\ .I. (~~ ~j""" - I ~ r \J ,,,-, ~'Y J -, ~ - 't ~ -- ~.'. '. '.: .4......;-~:7.1 IIIIIIIIIIII f'.-,/ x.. '\. ~ '- ~ '* /47\1 / /1\ 'e!!V \9':!../ f2\ \JV I I (l)) ~ ~ vp 8 :tf- ' - ~ ! 10.1 ~ ~ A ~ ~ -- ~ ~ i ID 3 u ~ ~ :II I ~ S 5 -- 5 D >-- /69\ /3\ 'e:!3I \!U /3\ ~ c >-- B - 4 3 2 ~ NI1' d..lo. .....11.....1 "" : -----1 I I -t--, I I ('I')loq- I I 0.10- .....I .....I I 1 I I I I I T -c==r- ________________ LP-2 ---------------- ( LP-3 Sod ( ( ( ( ( I <I ~I I ( r I I I I I \ I I I I I I ~ (I I ( I ( ~^- =======~==== o "--' ......... , - o 0 ----- *- ?(- ~ o rg d 4 3 2 L 1 NORTH o 15 30 60 I II I I SCALE: i" = 30' Half Size Scale: 1" = 60' GENERAL NOTES: The applicant is requesting a waiver of the tree survey, tree removal plan, complete landscape plan and irrigation plan requirements as a part of Level II approval process. Sheets L-1 through L-9 support the submission of a Comprehensive Landscape Program Requirements Application which has been attached to this Level II application. All perimeter landscaping will meet the requirements of the City of Clearwater Landscape Codes for surface parking lots, side yards and buffer plantings. All interior plantings around the lagoon and adjacent to the hotel and retail areas will be completed in a manner similar to what is depicted on Sheets L-8 and L-9. 1 ARCHITECTURE ENGINEERING PLANNING 482 SOUTH KELLER ROAD ORLANDO, FLORIDA 32810-6101 PHONE: 407.647.7275 FAX: 407.647.0551 D CONSULTANTS: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c CAY CLUBS RESORTS &: MARINAS CLEARWATER CAY CLUB PHASE ONE SHEET ISSUE: DEC 28 2005 SUBMITTAL SET B MARK DATE DESCRIPTION PROFESSIONAL SEAL: ORIGINAL r;-ECEIVED j ~:~) :," 2005 . .~_v . \ ) ,J~ANNING DEPARTMENT CITY OF CLfARWATER SHEET TITLE: A NORTHWEST QUADRANT LANDSCAPE PLAN SHEET INFORMATION: DATE ISSUED: JOB NO.: 090497.04 DRAWN BY: CHECKED BY: SHEET: 12-28-205 SHEET NUMBER: LP-3 3 OF: 7 V-V"V~f5\ \lc7 ~~ ~ /3\ -A. ~ .A..~ /' / /3\ ~ A - ^ j, ~ -^ ^ ^ ~ _ \.-y-- V V' v V' -V -V- V' .....,,-/ .~v -V V V- V' '" ~ ~ ~ -. -V vv V""V" V'V V'V' v -~t"'t'- J___~ ---=:::'--- J \. J_SOd_~7~1~\ "^" ^A~,_~ A _ ^A ~~ ^^ ~ ~I~ ~ AA ...J, ...J _ L.::: s:2 _ _ _ '--' _ _ _~_ _ '" J ~~ ~~~~~~~~~~:~~~~"ITmrn:rnomiITfu ~ - ~ ---'-'--- 1 -<"'\. I I '" '" /1\ "f9O\\gj7 ~ ,,~ 1 : I NI"'t ~I~ ...JI...J ~ --1 1 1 -t-------- 1 I I ('t)1"l:t I I ~I~ ...J ...J I I 1 I : ~ ~ \ ,,-~ -t-~~~ 1- _ I/~~~ ~ i ......-/ .......-/ /1\ /1\ "" - './ 7 I _ / /120\ \9V /i4ii\ \9Y7 7 I /" V / \!d!Y \L1R/ I r:L... ~ ~ ' ,-,..,,,' : I ~ \: -:J ~ fi9O\ /-, -~ !~ +~~~~ I~~- I ~ ~ /100\- ~ ;;; I Sod fT\~ \gyj I _ ~Va : I '/2\ '/100\ 1 I ) Iq- - ~ \gy7 ~ ~ ~ /'1 d~ ~ -+ j-StSC t I Jf - A /--)- -Soo (-)- " .. - r r '- -,.:1. / 1 - ~,,- ~ ~ ~ -A---;h /3\ I /63\ I / w \_ ~: ~/64\ \gJ -, /4\ 'e:!fV 1/ ~~ t 'e3I /100\ \!!J , r1. ~ ,,~ ..), i- I /T\ f,L/i4ii\\9Y./ /; / '@/ /7 ~/ 7" J....,. ~^ 5 4 D I ~v -I: I I I I ~ Af~' '.--...- ^^ ^ ^_ i:" ~........ -r" - - . c ~ ~ - /2\ "- I. ftOO\ \9Y./ /\~ I- I - ~ -- B - ~ ! ~ ~ A ~ ~ .- ~ I ~ d ~ /.: =- I i ~ .- 5 4 I ~~~~~~~~~~~~~~~ ~ I ~~~~ ~~~~~ 3 ------------- --- I I , , , , 0 ~~-1 I t--- ~ I , f-- llli i-- III ;::== I~ = ----.;: 1IIIL:rnrr L I I I , I , I L_ /10\ \.!f./ ,/62\ , r:;;:;"\ \.......~ 7 .,-,1~~- - _ _ _ _ __ \gj7 /170\ 'ei!V ----- ---- ----- ----- ~ t'v ~..........~~~~/-,~ ~ \ .) L.L \l , .L 'I V .I. \I ~ ~____.- J-- ~ ~~ ..L '& - b '- _~V ....--.... "- -..... , - ./ '_ ~ ,~ ...,j .;:)u~ 1 -, ... ~( ("J '=.7 - ~ / ~~I ~~ ~~ ~~ '" ~ if Ie I~ IV [:=J - 3 2 ---- --- -- [ED] rn:rn rn:rn rn:rn I- W -l Z ----- ~6'. 0),0:> .9i~J> 0:> . ~ to ~~J> ~ ( i 0,.., , a"" , ~Jfl: r 2 [ [ 1 NORTH o 15 30 60 I I I I SCALE: 1" = 30' Half Size Scale: 1" = 60' GENERAL NOTES: The applicant is requesting a waiver of the tree survey, tree removal plan, complete landscape plan and irrigation plan requirements as a part of Level II approval process. Sheets L-1 through L-9 support the submission of a Comprehensive Landscape Program Requirements Application which has been attached to this Level II application. All perimeter landscaping will meet the requirements of the City of Clearwater Landscape Codes for surface parking lots, side yards and buffer plantings. All interior plantings around the lagoon and adjacent to the hotel and retail areas will be completed in a manner similar to what is depicted on Sheets L-8 and L-9. 1 ARCHITECTURE ENGINEERING PLANNING 482 SOUTH KELLER ROAD ORLANDO, FLORIDA 32810-6101 PHONE: 407.647.7275 FAX: 407.647.0551 D CONSULTANTS: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c CAY CLUBS RESORTS &: MARINAS CLEARWATER CAY CLUB PHASE ONE SHEET ISSUE: DEC 28 2005 SUBMITTAL SET B MARK DATE DESCRIPTION PROFESSIONAL SEAL: JI<IGINAL ,,'ECEIVED ? (~ 2005 :Mn';ii~G DEPARTIVIENT ,-,T\ 1-,[: CLEARWATER SHEET TITLE: A CENTRAL QUADRANT LANDSCAPE PLAN SHEET INFORMATION: DATE ISSUED: JOB NO.: 090497.04 DRAWN BY: CHECKED BY: SHEET: 12-28-205 SHEET NUMBER: LP-4 4 OF: 7 5 I 2 I 4 3 D ATI~ OF N~ i ~ ~ ~ TH~ EXISTIN.;~ ~ ~ 6;" 8 ~ ~ 3 L E. ::-.-J ~ ~ (/) m ~ 0::: CO,---. 0::: 3: ,---. ~ (.) Sw ~ <X: I- :: ~ ~ 6 0 8S ~ J E ~ (f) ~ z ~ ~ u ex) -.-J 0::: 0:::"- Z 0 (/) 0 ~ CL w 0::: '-.....:: 0 - ~ 0::: (.) Ol 1-1- L[)oz :: /'Y'\O w (/)c::c:l ....... ~ ~~ ~ ow N~O Cl ~ WET TAP EX. 8"(~L~.LZ9 ~ 3"ZZ,LZoOOS 3o~~ '>~~ ~ ~i' (.) ( 3NIl tJ31V'M HDIH NV'3~ 01 (~) ,g ~ .60g 8S LL 0 e ~ ~ ~..- 1<%;- OU~ ~[) IL "'O'.;f TEST PIT REQUIRED) ~3N~OJ SS3N11M 01 (v-l) ,80.rS17 <;S- ~ ~ ~ ~ ~ I ~:2 ;:71"""' CJ~ I J1J 9 - . ~:~ - - - -. ~~ .;- - :~: - -St:~g - -~n <") - :61~ _- - ""'<- - LL ~ // "~;, ~ . /"":'l! l X ., ({-,.."", - - /"'" "-" - , """ "'so- - _ 0> ~/ ') ~ ~ ~~-. =-t!,dJ~~'B. ~ I "~-~~ '~"'-' l~ " ""T" "" .\AI) ,. ~,\ ~ .~, ~~:sJ"I'~ I \..""~~' l' Zl=-- --L~ 6) ~ U .. ->6 .p~ "'. , ~ '-. "'--~ "'-'-""'" '\ ly \ 1'1', / S) <'6'. ~ (9~) r'. -E <'1'J:><' 11 <'t!:< """" ~~~ - 3 ~ ~, Vs ~6" ~ 6'~ '7 / I ~- dJ~ ,f.iL <2~'li \~~~, ~ - .9.9;2\ {/ /c;-_~_ ./ / ~ J'~ .Ilot.C'v-. CL Ol \ S~ / /- ' '.9. I I (<'.92 q.,. ;;;;;;;;:-..., ~ l~. ~~~;.~i;;J'IfM'6'~ L-,,~ Q 22' 3 ,~ , \ 1'0. I <PSI \Il \ I I ~ I I' " ~J ~ i(O:,'J '-"i-':' .:. :c:(:.,.~. ~'~p N q~l\ ~ \, oj <9S '- ~ · ~ I....". ~ ..... f. .t:;r:: " ...... // ~ "'~""'o:.."" .... Q I" '< ....... Ol I ~- . . .' ". -.' '- .-. ... . 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'~~. 0..1 7'f\' H SP l'..... - ) \.' <9 ~ ~ <':f~ ~ I 8 L to- ~ I ~ I I it,; '. s ~I QV ,-" - -- <lP m.... ~ <' ~ ~ I II ~ 'I +~~ " ~jll~l;[ I~ -ti -I ~.~ - - r y <:0" 0' Y" ::l~ I ~ ~ ~ 2. ~ ~ ~: II "' ~ ~.I ,> . .:......... <9 J ~~ <: ~~ 1'0 ~ ill r- ...: .~.~ ~PII'r\I~~ ~,.: CD ~ .l'lg T cricri <'~ ~ B I ~ ~ ;}~'I!:O::I~7 :~ ~ w~ ./}I~';~~'~' ",--::':'.'~':'~.;;&">'~"i2i~~"' ok- ~ ~ ~ :i: r,~ l~zXi\~~I~~ "'p ~ ~Et'-, ~ 11(t~t .~: ~V~w: -:;,!' :"2 ~ ~ ~ <t? 1fI/ q.e '#; )fisJ:ri ~ ~ I~ I ~ ~~ I~ II II I, ~-< '(0.:. . <(IN ~ ~.: 3= '.f":'/ I~.o. \ >llVM30IS 313~JNOJ t~;... 1'0 C) 3= r-.. ~ <...:l Ie::> I ~ ~ I~o::: I I ~~ . ~I ... IDo.. :: '.:'. . I ~:..o' 6l ~ ~ '-. 3111 6' Z ~,..: (f) Q:: ~ <( Cl '-" ~ ~ J) "!I~I ~( :t?':'l/' i>~ ~ :~?)o<:'?>....i~/.L;~ I ~ m ~J:> .9S'. ?is \;is I ~ g ~ CO ~ I~ (01 I~ ~I ~ ~~. 8 II " II ~ ./ ~ ~ 1::J ~ ~ 1~ :;' ,~ ,. i; ~~:-r.:":.<, ',;:~ <?; ~~ q,/ ~ (d!J.) ~NVH~~~LJO Sll~1l i $1 ,OIl: '$ YOt 2 iiS ~ B Ii ~I I~:' ~ ~: I I I II ~~ j I Z IIWI <( l;Y '"' :" ~" ~ ~ gs ~ ~ ~ WN 18 rl ~ ": (J) '" W I I '~~~ cJj I'CO I" ",p" JW ":f"" ~">'""'~, ~ g f ~ ~ ~ (f) ~ '<0 ~ ~ -1~ ~II~ ~~~.~ :=J19~ q, S ?1~ ./ I II I ~ lP so"" 0'6'<- '<-2 2 ~ ~ ::::. _ Bi; n' ::i ro ~ 11"'1 I~ ~I I~ al ~ = I I '\ S' ... l01I'!: ~ I 6: ::::?E?/, <,;( .r. p.....l <X: 3= z - w ~ -. ~ ~. ~. t8 I~ I ~ l... ~ I," \ ~v 1 f/.(5'J:>1 ~ 1J:>".s.s. ->!' ~~ ~::1 ~ ~ ~d q? '-',_'J''- ~ LL- ~LL- I 6' ,<9 ..... ~ ~ ~ Wz c5 . \ (d),J) DNVH~]^O jO Sll~'71 ~ ~ ~ ~I~ I I~ I ~ I ~ I , " , ,~II I 6' I ~2 ~CJ) 8 ~ ~ ~ ~ .....J (.) ,G ~~ . N ,tTL <x:..- ~ (/)I~ I ~ 5 ~Q I ~ I WM~"' II, T <om" :;;; E ell ~ _ ~ ~ ~ LA ,lOt ~ ~: 1 I :" , I "''';'' ~;5'] I~ I 8 ~ ~~ <6-p ~~ I '~~-J I ~~-~~ ~A ~A.96'r,-rI ~w R ~R R.:>l ''''::~ 10,.". ~~. I~ J/:.. ~ ~~r~ ~,~ I I ;~: F= r-- ~ ~ f-- I- -' - - - - q- c r-- B - ; I ~ A ~ ~ -- ~ I ~ 3 u ts ./' :2 I ~ ~ ~ -- , I I 5 4 3 2 I l.JJ -" "'- _J 0:: l.JJ f-- <C -. ~. J: o J: 2: <C l.JJ ~- .,~ o :;:: F: U) >~ l.JJ llJ ::I: 1-- (:) Z o _J <: U) 1-- U) >< l.J.J l.J.J C> Cl l.J.J :r: l.J.J > o 0:: C> 2: <l: ::;: +1 o C'J <1: lLJ 1--' o 2: I 1 - NORTH o 15 30 60 I ~ I I SCALE: ill = 301 Half Size Scale: ill = 601 GENERAL NOTES: The applicant is requesting a waiver of the tree survey, tree removal plan, complete landscape plan and irrigation plan requirements as a part of Level II approval process. Sheets L-1 through L-9 support the submission of a Comprehensive Landscape Program Requirements Application which has been attached to this Level II application. All perimeter landscaping will meet the requirements of the City of Clearwater Landscape Codes for surface parking lots, side yards and buffer plantings. All interior plantings around the lagoon and adjacent to the hotel and retail areas will be completed in a manner similar to what is depicted on Sheets L.8 and L-9. 1 ARCHITECTURE ENGINEERING PLANNING 482 SOUTH KELLER ROAD ORLANDO, FLORIDA 32810-6101 PHONE: 407.647.7275 FAX: 407.647.0551 D CONSULTANTS: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 t--- PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c ~~ CAY CLUBS RESORTS CSt MARINAS CLEARWATER - CAY CLUB PHASE ONE SHEET ISSUE: DEC 28 2005 SUBMITTAL SET B MARK DATE DESCRIPTION PROFESSIONAL SEAL: - ORIGINAL RECEIVED LtC:~ s 2005 ?l.P.NNING DEPARTMENT CITY OF CLEARWATER SHEET TITLE: A SOUTHERN QUADRANT LANDSCAPE PLAN SHEET INFORMATION: DATE ISSUED: JOB NO.: 090497.04 DRAWN BY: CHECKED BY: SHEET: 12-28-205 SHEET NUMBER: LP-5 5 OF: 7 ~ ! ~ A ~ ~ - ~ I .;; 3 o ~ .7 2 I :8 ~ ~ N - 5 4 3 2 LANDSCAPE REQUIREMENTS :SUFFER PLANTINGSI TREESI SHRUBS: 1 TREE/35 L.F. @ 36' D.C. D ::NTERIOR LANDSCAPING' VEHICULAR USE AREAl REQUIRED INTERIOR LANDSCAPE AREA: INTERIOR LANDSCAPE AREA PROVIDED' Do not cut centro.l lftdttr 111J3168 S.F. lL137 S.F. 471017 S.F. Thh brAnChes by 2~X retAIning rlCl turo.l sho.pe oF plo.nt. 10% OF VEHICULAR USE AREA 31729 POINTS 1 _ Plo.nt NlWrlo.I sho.ll not be pl'Vled ~ prior to hst4l1c1tlon, a~tttr plo.nts ho.w Hen Insto.lled, nch pto.nt sho.ll M pruned for IM'lIfol"l'llty. INTERIOR TREES REQUIRED, 1 TREE/ 150 S.F. OF REQU. INTERIOR LANDSCAPE AREA 75 TREES VINr guys, 3 stro.nd no. 12 we, spo.ce ~uIdI.to.ntty o.t 45 o.ngle to ~1nIsh gro.de. Place 2 ply !"UbMr hose on wire 0. t o.ll points of' tree conta.ct. I NTERIOR TREES PROVIDED' INTERIOR SHRUBS REQUIRED: 112 TREES MnhUl'l 3' deep lcl~ I'lUlch 50 % OF INTERIOR LANDSCAPE AREA 51567 S.F. 101360 S.F. 101970 S.F. " " Go.lvo.nJzed 'brnlouck Root Bo.ll o.bove FInish"' Grade II\JTERIOR SHRUBS PROVIDED' 4' high MF'I'I to Cr'ftW 0. so.ucer-llce well. INTERIOR GROUNDCOVERS PROVIDED' Gro. vel o.ndlOl" so. FInish gro.de M1n1_ I' )( 2' )( 2'-0' sto.ke RffPIOve burlo.p ~roPl top of' root ball. Plo.nt ball T opsol 1'IIxtur. o.s specIFIed fully ftter COPlPQcWd. .-- MnII'1U1'l 3' deep lclyttr of' N.Ach to cover entire plo.nt bed. keep N.Ach o.wo.y fl"OPl trunks, _t down to sto.bllze. FInIsh gro.. - RffPIOve burlOop f'I"OPl top of' root bo.ll IF o.ppllco.ble. Plo.nt root ball 2' high with only 112' - I' of' l'Iulch - PNpo.red plo.ntlng soil Q.S speclf'llrd, fully wo.ter col'lpo.~ P ant List Trees and Palms TYPICAL SHRUB PLANTING DETAIL NOT To SCALE SYM. BotQnlcQl NQMe I COMMon NQMe TYPICAL LARGE TREE PLANTING DETAIL Helght/Spr. SpeclflcQ tlons Qty. 6' ct 13 B8cB1 3' CQl. 6' ct 68 B8cB 32 B8cB 21 B8cB 12 NQ tlve NOT To SCALE A~~ ACER RUBRUM Red MQple ILEX CASSINE DQhoon Holly 12' ht. 5' spr. Y c IC Y 12' ht. 5' spr. LI LAGERSTROEMIA INDICA CrQpe Myrtle 10' ht. 5' spr. N LL LIGUSTRUM LUCIDUM L1gustruM Tree 10' ht. 5' spr. N MCi MAGNOLIA GRANDIFLORA MQgnollQ Tree B8cB 12' ht. 5' spr. N 2' )( 4' brace Qngled 35 - 40 BurlQP wrQPplng PQcklng strQPs QV QUERCUS VIRGINIANA Live OQk 12'-14' ht. 6'-8' spr. 12'-18'c.t. stQggered 3' CQl. B8cB 109 Y 2' )( 4' )( 6' woo a / W'rQP 6 lQyers of burlQP to trunk Q t point of support 1/3 height of trunk SP SABAL PALMETTO SQbQl PQlM 38 Y Shrubs and Groundcovers 4' high berM to creQ 3 (2' x 4') wood brQces I~O QPQrt 0. SQucer-lIke .eU. . 3' l"Iulch (except over rootbQU) - SYM. BotQnlcQl NQMe I Helght/Spr. SpeclflcQ tJon Qty. NQ tlve Finish grQde COMMOn NQMe 2' x 4' x 12' foot PQa f Topsoil I"Ilxture QS speclflea soft soil conditions burled 3' below grQde. fully wQter COI"IPQcted A,\JN ANNUAL FLO'WERS 3' pots 31 s.f. 21950 N SeasonQl Root BQU Bottol"l CHR CHRYSOBALANUS ICACO 30' ht. 3 gQl.J full 21922 Y Top Qbove Finished GrQae. COCO PlUM 18' spr. 24' OC. TYPICAL LARGE PALM PLANTING DETAIL B IXO IXORA 'NORA GRANT' 14'-16" ht. 24' OC. 703 N Ixora 16'-18' spr. 3 gQl.I full NOT TO SCALE JAS JASMINUM VOLUBILE 12'-14' ht. 24' OC. 11085 N 'Wax JQsMlne 16'-18' spr. 3 gal., full LIR LIRIOPE MUSCARI 'EVERGREEN GIANT12'x12' 1 gQl.I full 6A70 N Evergreen GIQnt L1rlope 12' oc. (II sf) RAP RAPHEOLEPIS INDICA 'ALBA' 14'-16" ht. 24' oc. 876 Y IndlQn HQwthorn 16'-18' spr. 3 gQl.I full SIJD STENOTAPHRUM SECUNDATUM solid sod N St. Augustine FlorltQM Grass Notes: 1. All lawn and grassed areas noted as "sod" shall receive Stenotaphrum secundatum - st. Augustine Floritam solid sod as required. 2. All groundcover areas, shrubs, and tree rings shall receive a minimum of 3" of an approved commercial grade eucalyptus mulch. :3. All plant material shall conform to the standards for Florida #1 or better as given in "Grades and Standards for Nursery Plants," unless otherwise noted. 4. The owner will supply all proposed plant material with 100~ irrigation (automatic) coverage (with 50~ overlap minimum) within ten days of initial installation. fi. All plant hole backfill to be a sandy loam top soil. No use of existing soil as backfill will be accepted due to the high salinity content. 8. All plant material and construction methods shall conform to the landscape ordinance of the City of Clearwater, Florida. 9. Plant all trees and palms high (2"-6") above finished grade. 10. The Landscape Architect may inspect trees and shrubs whether at place of growth or at site before planting, for compliance with the requirements for genus, species, variety, size and quality. Landscape Architect retains right to :further inspect trees and shrubs for size and condition of balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from project site. 11. No substitutions will be acceptable. If specified landscape material is not obtainable, submit proof of non-availability to Landscape Architect, together with the proposal for use of equivalent material. 12. This is not a survey. All dimensions are subject to field verification. Existing structures are taken from the most recent aerial photographs and are approximate in location. They are for general information and are not to be considered truely accurate. O. Tabularized fertilizer shall be provided for all trees, palms, and shrubs and shall be equal to Agriform planting tablets (20-10-5) 21 gram, applied in conformance with the manufacturer's specifications. 7. In the event of discrepancy, the planting plan shall take precedence over the plant list. 5 4 3 2 equo.l equo.l TypicAl rUched tre. ring f o - TYPICAL ISLAND TREE LOCATION DETAIL NOT To SCALE ~J(, y..e.\~ ~, ~'(\\"e.~ ~o('"otJ(,J(,O: to-9 O~ Guy wires 120 d EqUQl Spo.clng Around Tree Stake TYPICAL TREE GUYING DETAIL NOT To SCALE r)': ';',o,t ..,.. <'ql ~~ ~") -7~ ~~ "'.s-~ l") l")J Trunk of Plant TYPICAL PLANT SPACING DETAIL NOT TO SCALE A 1 ARCHITECTURE ENGINEERING PLANNING 482 SOUTH KELLER ROAD ORLANDO, FLORIDA 32810-6101 PHONE: 407.647.7275 FAX: 407.647.0551 D CONSULTANTS: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c CAY CLUBS RESORTS &; MARINAS CLEARWATER CAY CLUB PHASE ONE SHEET ISSUE: DEC 28 2005 SUBMITIAL SET B MARK DATE DESCRIPTION PROFESSIONAL SEAL: ORIGINAl :,'ECf/VED 'l .' 20D5 . I~. '. ~ r) _ , JLANN:~'IG DEPARTMENT CITY OF CLEARWATER SHEET TITLE: LANDSCAPE SPECIFICA TIONS SHEET INFORMATION: DATE ISSUED: JOB NO.: 090497.04 DRAWN BY: CHECKED BY: SHEET: 12-28-205 SHEET NUMBER: LP-6 6 OF: 7 5 4 ABBREVIATED SPECIFICATIONS (SEE SUPPLEMENTAL SPECIFICATION BOOKLET) In addition to the following abbreviated specifications, a more detailed set of specifications is attached to these construction drawings and should be reviewed. The specific Sections include the following: Section 00000 General Conditions Section 02150 Vegetation Removal Section 02900 Landscaping Section 02910 Landscape Maintenance A. QUALITY ASSURANCE o 1. Do not make substitutions: If s~ified landscape material is not obtainable, submit proof of non-availability to Landscape Architect, together with proposal for use of equivalent material. No substitution of plant material, type or sizes, will be permitted without written authorization from the Landscape Architect. INTENDED SUBSTITUTIONS SHALL BE SPE:LLED OUT IN BID. 2. Inspection: The Landscape Architect may inspect trees and shrubs whether at place of growth or at site before planting, for compliance with requirements for genus, sfecies, variety, size and quality. Landscape Architect retains right to further inspect trees and shrubs for size and condition 0 balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from project site. 3. All plant material shall conform to the standards for Florida 11 or better as gi'ven in -grades and Standards for Nursery Plants,- unless otherwise noted. 4. Furnish balled and bur lapped (B&B) trees, except container-grown plants may be furnished if indicated in the plant list. 5. Remove and replace trees, shrubs or other plants found to be dead or in unhealthy condition during warranty period. Make replacements during growth season following end of warrant period. Replace tree:s and shrubs which are in douptful condition at end of warranty period unless, in opinion of Architect, it is advisable to extend 'warranty period for a full growing season. 6. Another inspection will be conducted at end of extended warranty period, if any to determine acceptance or rejection. Only one replacement (per tree, shrub or plant) will be required at end of warranty period, except for losses or replacements due to failure to comply with specified requirements. B. DELIVERY, STORAGE AND HANDLING 1. Sod: Time delivery so that sod will be placed within 24 hours after stripping. 2. Deliver trees and shrubs after preparations for planting have been completed and plant immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in shade, protect from weather and mechanical damage, and keep roots moist by covering with mulch, burlap or other acceptable means of retaining moisture. c C. SOIL AMENDMENTS 1. Mulch for Trees, Shrubs, or Plants: Organic mulch free from deleterious materials and suitable for top dressing of trees, shrubs or plants and not to be worked into the existing soil, and consisting of SHREDDED CYPRESS MULCH OR APPROVED EQUAL. MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT and applied over all shrubs and ground cover areas for a full 3- depth. 2. Commercial Fertilizer. FERTILIZER SHALL BE COMPLETELY ORGANIC; IT SHALL BE UNIFORM IN COMPOSmON, DRY AND FREEFLOWING. THIS FERTILIZER SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED BAGS. EACH BEARIING THE MANUFACTURER'S STATEMENT OF ANALYSIS, AND SHALL MEET 6% NITROGEN, 6% PHOSPHOROUS, 6% POTASSIUM REQUIREMENTS. a) For tree pits, shrub beds, and ground cover beds. backfill mixture shall consist of 2 parts existing soil mixed with 1 part topsoil and 1 part organic material. Add 10:6:4 slow release fertilizer with 35% - 80% nitrogen derived from natural organic material or approved equaf. Backfill mix shall be thoroughly mixed prior to planting. B) A FOURTEEN PERCENT (14~) NITROGEN. FOURTEEN PERCENT (14%) PHOSPHOROUS AND FOURTEEN PERCENT (14%) POTASSIUM IS REQUIRED ON ALL TREES AND SHRUBS OVER 5'-0- IN HEIGHT (1/2 LB. PER 5'-0- OF SPRtAD). C) AGRIFORM TABLETS WITH TWENlY PERCENT (20%) NITROGEN, TEN PERCENT (10%) PHOSPHOROUS. FIVE PERCENT (5%) POTASSIUM IN 21 GRAM SIZES SHALL BE APPLIED ALONG WITH THE FERTILIZER PRbcESS (1 WITH 1 GAL PLANTS. 2 wlTH 3 GAL PLANTS AND 2 TABLEtS ~ER 1 INCH OF TREE TRUNK CALIPER. D) MAGNESIUM SULFATE SHALL BE APPLIED TO ALL PALMS AT INSTALlATION AT A RATE OF 1/2 LB. PER INCH OF TRUNK CALIPER. MANGANESE SHALL BE APPUED AT THE SAME RATE. 3. Position plant in the hole. Back fill halfway up the rootball. Place tablet(s) beside the root ball about one inch from root tips. Do not place tablet(s) in bottom of the hole. Complete backfill, tamp and water. 4. Fertilize Sabal Palms by mixing 10 pounds of -milorganite- activated sewage sludge with clean sand. 5. Fertilize lawns. Provide fertilizer with percentage of nitrgen required to provide not less than one pound of actual nitrogen per 100 square feet of lawn area and not less tnan four percent phosphoric acid and two percent potassium. Provide nitrogen in a form that will be available to lawn during initial period of growth. at least 50 percent of nitrogen to be organic form. D. GRASS MATERIALS 1. Provide stron91~ rooted SOd", not less than 2 y~~rs old, free of weeds and undesirable native grasses and machine cut to pad thickness of 3/4 (+/- 1/4) excluding tOf growth and thatch NOT MORE THAN TWENlY-FOUR l24) HOURS PRIOR TO LAYING. Provide only sod capable of vigorous growth and developmen when planted (viable. not dormant). 2. Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their own weight when suspended vertically with firm grasp on upper 10% of pad will be rejected. E. MISCELLANEOUS LANDSCAPE MATERIALS Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, or redwood, free of knotholes and other defects. Provide wire ties and guys of 2-strand. twisted. pliable galvanized iron wire not lighter than 12 grams with turnbuckles or guy wires with wire tightening arrangement. Provide not less than 1/2- diameter rubber or plastic hose. cut to reguired lengths and of uniform color, material and size to protect tree trunks from damage by wires. Provide brightly colored ribbon tied to guy wires as a warning indicator. B F. PREPARATION OF PLANTING SOIL 1. Before mixing. PlANTING SOIL FOR USE IN PREPARING BACKFILL FOR PLANT PITS SHALL BE A FERTILE, FRIABLE AND NATURAL TOPSOIL. WITHOUT MIXTURE OF SUBSOIL MATERIALS. AND SHALL BE FREE FROM HEAVY CLAY.STONES. LIME. LUMPS. SHELLS, PLANTS, ROOTS OR OTHER FOREI 2. Mix specified soil amendments and fertilizers with topsoil at rates specified. Delay mixing of fertilizer if planting will not follow placing of planting soil within a few days. 3. For pit and trench type backfill. mix planting soils prior to backfilling, and stockpile at site. G. PREPARATION FOR PLANTING LAWNS: 1. Loosen subgrade of lawn areas to a minimum depth of six inches. Remove stones over 1-1/2 inch in any dimension and sticks, roots. rubbish, and other extraneous matter. Umit preparation to areas, which will be planted promptly after preparation. 2. Spread top soil to minimum depth required to meet lines, grades and elevations shown after light soiling and natural settlement. Add specified soil amendments and mix thoroughly into upper four inches of topsoil. 3. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface moisture to dry before planting lawns. Do not grading create a muddy soir condition. 4. Restore lawn areas to specified condition if eroded or otherwise disturbed after fine grading and prior to planting. 5. Preparation on Unchanged Grades: Where lawns are to be planted in areas that have not been altered or disturbed by excavating, or stripping operations, prepare soil for lawn planting as follow. A) Till to a depth of not less than six inches apply soil amendments and initial fertilizers as specified. Remove high areas and fill in depressions. Till soil to a homogenous mixture of fine texture free of lumps. clods, stones, roots and other extraneous matter. B) Prior to preparation of unchanged areas, remove existing grass. vegetation and turf. Dispose of such material outside of Owner's property. Do not turn over soil being prepared for lawns. ~ ! I ~ A ~ ~ - ~ I ~ d ~ .7 2 , ~ ~ ~ - H. PREPARATION OF PLANTING BEDS: 1. Loosen subgrade of planting bed areas to a minimum depth of 6- using a cultimulcher or similar equipment. Remove stones over 1-1/2- in any dimension, and sticks, stones, rubbish and other extraneous matter. 2. Excavate pits. beds, and trenches with vertical sides and with bottom of excavation slightly raised at center to provide proper drainage. Loosen hard subsoil in bottom of excavation. In areas around parking and roa(jways remove excess shell rock up to 3- from road surface and backfill with planting soil. 3. Dispose of subsoil removed from planting excavations. Do not mix with planting soil or use as backfill. 4. Fill excavations for trees and shrubs with water and allow to percolate out before planting. 5 4 3 2 1= 1 I. PLANTING TREES AND SHRUBS: 1. Set container grown stock as specified for balled and burlapped stock except cut cans on 2 sides with an approved can cutter; remove bottoms of wooden boxes after partial backfilling so as not to damage root balls. Plant all trees cmd palms 2- - 6- above finished grade. 2. Mulch pits, trenches and planted areas: Provide not less 3- thickness of settled mulch and work into top of backfill and finish level with adjacent finish grades. 3. Excavate pits or trench to one and one half (1-1/2) time diameter of balls or containers, or one foot wider than spread of roots and three inches deeper than required for positioning at proper height. Compact a layer of topsoil in bottom before placing plants. Back fill around plants with topsoil. compacted to eliminate voids and air pockets. 4. Prune, thin out and shape trees and shrubs in accordance with standard horticultural practice. Pr-une trees to retain required height and spread. Unless otherwise directed by Landscape Architect, do not cut tree leaders, and remove only injured or dead branches from flowering trees, if any. Prune shrubs to retain natural character and not remove more than 15 percent of branches. 5. Guy and stake tree in three directions with galvanized wire, through flexible hose chafing guards, with wooden stake anchors immediately after planting. J. SODDING NEW LAWNS 1. Lay sod within 24 hours from time of stripping. Do not plant dormant sod. 2. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work from boards to avoid damage to subgrade or sod. Tamp or roll lightly to ensure contact with subgrade. Work sifted soil into minor cracks between pieces of sod; remove excess to avoid smothering of adjacent grass. 3. Water sod thoroughly with a fine spray immediately after planting. K. PLANTING GROUND COVER 1. Dig pit and backfill with planting soil. Work soil around roots to eliminate air pockets and leave a light :3aucer indentation around plants to hold water. Water thoroughly after planting, taking care not to cover crowns of plants with wet soils. 2. Space plants as otherwise indicated. Dig holes large enough to allow for spreading of roots. Compact backfill to eliminate voids, and leave grade slightly dished at each plant. 3. Mulch areas between ground cover plants; place not less than 3- thick after settled. Lift plant foliage above mulch. 4. During periods of hot sun and wind at time of planting, provide protective cover for several days. L. MAINTENANCE Maintain landscape work until the letter of final acceptance from the Landscape Architect by the General Contractor. Include watering, weeding, cultivating, restorations of grade, mowing and trimming grass. pruning trees and shrubs, pr,:>tection from insects and diseases, fertilization and similar operations as needed to ensure normal growth and good health for live plant material. M. GENERAL NOTES: 1. The owner will supply all proposed plant material with 100% irrigation (automatic) coverage (with 50% overk]p minimum) within ten days of initial installation. City Water to be used for irrigation. 2. In the event of discrepancy, the panting plan shall take precedence over the plant list. N. CLEANUP AND PROTECTION During landscape work. keep pavements clean and work area in an orderly condition. Protect landscape work and materials from damage due to landscape operations. operations by other contractors and trades and trespassers. Maintain protection during installation and maintenance periods. Treat. repair or replace damaged landscape work as directed. O. INSPECTION AND ACCEPTANCE 1. When landscape work is completed, including maintenance, Landscape Architect will, upon request, rnake an inspection to determine acceptability. 2. Landscape work may be inspected for acceptance in parts agreeable to Landscape Architect, provided work offered for inspection is complete, including maintenance. 3. Where inspected landscape work does not comply with requirements. replace rejected work and continue spc,cified maintenance until re-inspected by Landscape Architect and found to be acceptable. Remove rejected plants and materials pr,:>mptly from project site. P. WARRANTY 1. WAPRANlY PLANTS AGAINST UNHEALTHY CONDITION, EXCEPT AS MAY RESULT FROM NEGLECT BY OWNER, damage by others, AND UNUSUAL PHENOMENA BEYOND INSTALLER'S CONTROL AS FOLLOWS: A. SHRUBS AND groundcovers for a period of NINETY (90) DAYS B. trees & palms for one year 2. REPLACE AT TIME requested by the OWNER OR LANDSCAPE ARCHITECT. Q. CONTAINER GROWN STOCK: 1. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS AND ESTABUSHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS OF GOOD QUALllY AND BE IN A HEALTHY GROWING CONDITION. 2. AN ESTABLISHED CONTAINER GROWN PlANT SHALL BE TRANSPlANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. R. PLANT MATERIALS: 1. PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. NOMENCLATURE SHALL CONFORM TO -STANDARDIZED PLANT NAMES-, 1942 EDmON. 2. ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH -GRADES AND STANDARDS FOR NURSERY PLANTS PARTS I & 11-. LATEST EDmON PUBUSHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 3. UNLESS SPECIFIED OTHERWISE, ALL PlANTS SHALL BE FLORIDA GRADE NUMBER 1 OR BEITER AS DITERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY. 4. SPECIMEN MEANS AN EXCEPTIONALLY HEAVY, SYMMETRICAL TIGHTLY KNIT PLANT, SO TRAINED OR FAVORED IN TS DEVELOPMENT THAT FIRST APPEARANCE IS UNQUESTIONABLE AND OUTSTANDINGLY SUPERIOR IN FORM, NUMBER OF BRANCHES. COMPACTNI~SS AND SYMMETRY. 5. ALL PlANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY. VIGOROUS, WELL BRANCHED AND FREE OF DISEASE AND INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. 6. TREES FOR PLANTING ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. 7. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER. 8. WHERE REQUIREMENTS ARE OMITTED FROM THE PlANT UST, THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY AND FLORIDA NUMBER 1. 9. PLANTS SHALL BE PRUNED PRIOR TO DEUVERY ONLY UPON THE APPROVAL OF THE OWNER. S. MEASUREMENTS: 1. SHADE TREES: A~ HEIGHT SHALL BE MEASURED FROM GROUND TO THE AVERAGE BRANCH HEIGHT OF CANOPY. B SPREAD SHALL BE MEASURED TO THE END OF THE BRANCHING EQUALLY AROUND THE CROWN FROM THE CENTER OF THE TRUNK. C MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL GROWTH. SINGLE TRUNK TREES SHALL BE FREE OF 'V- CROTCHES THAT COULD BE POINTS OF WEAK LIMB STRUCTURE OR DISEASE INFESTATION. 2. SHRUBS: A~ HEIGHT SHALL BE MEASURED FROM THE GROUND TO THE AVERAGE POINT WHERE MATURE PLANT GROWTH STOPS. B SPREAD SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY AROUND THE SHRUB MASS. C MEASUREMENT AREA NOT TO INCLUDE ANY TERMINAL GROWTH. D) TREE CALIPER SIZE SHALL BE MEASURED AT 6 INCHES ABOVE GRADE UP TO AND INCLUDING 4 INCH CALIPERS, AND 12 INCHES ABOVE GRADE FOR LARGER CALIPER TREES. 3. PALMS: A) CLEAR TRUNK (C.T.) - SHALL BE MEASURED FROM THE GROUND AT TIME OF INSTALLATION TO THE POINT WHERE THE MATURE AGED TRUNK JOINS THE IMMATURE OR GREEN PORTION OF THE TRUNK OR HEAD. B) OVERALL HEIGHT (O.A.) - SHALL BE MEASURED FROM THE GROUND AT THE TIME OF INSTALLATION TO THE AVERAGE FROND HEIGHT. C) PALMS WITH MARRED OR BURNED TRUNKS WILL NOT BE ACCEPTED. END OF SECTION 3 2 1 ARCHITECTURE ENGINEERING PLANNING 482 SOUTH KELLER ROAD ORLANDO, FLORIDA 32810-6101 PHONE: 407.647.7275 FAX: 407.647.0551 D CONSULTANTS: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 MICHAEL T. REDO & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT I PROJECT NAME: c CAY CLUBS RESORTS & MARINAS CLEARWATER CAY CLUB PHASE ONE SHEET ISSUE: DEC 28 2005 SUBMITTAL SET B MARK DATE DESCRIPTION PROFESSIONAL SEAL: Oi<IGINAL i<ECEIVED DEe '! 8 2005 )LANNING DEPARTMENT CliY OF CLEARWATER SHEET TITLE: A LANDSCAPE SPECIFICA nONS SHEET INFORMATION: DATE ISSUED: JOB NO.: 090497.04 DRAWN BY: CHECKED BY: SHEET: 12-28-205 SHEET NUMBER: LP-7 7 OF: 7 c B I ! A ~ i I ~ ~ , t ~ 1f?i,,.,t ~rit{1e. r 7i 5 4 3 2 1 _ _ __ rn '" x () R T 1'-," SCAllC.,. 1" ~',U ~~'O" ~, ~'l ~ ~) . ',' '.",' " ~. '.' ", . Proposed Building Footprint Proposed Entrance Landscape Treatment Proposed Building Facade & Foundation Treatment Proposed Venetian Plaza Laindsc:ape Treatment \, . ("'--s ~;.,' -. -- ~ ""L",. ' '.,:.\, _ '~~~~-li'/"".t~~:f~:'~^ c^, "., .' , . .' . .".. ',. .. '.', -.,., v...- '. ...' .. . '-'<"'" L... .c,.^;"..... <-.. ";~;-. 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REDO & ASSOCIATES 631 U.S. HIGHWAY ONE. SUITE 300-A NORTH PALM BEACH. FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c RESORTS &: MARINAS CLEARWATER CAY CLUB PHASE ONE SHEET ISSUE: DEC 28 2005 SUBMITTAL SET B MARK DATE DESCRIPTION PROFESSIONAL SEAL: ORIGINIl.L i<ECEJVm EC '!:) 2005 PLANNING DEPARTMENT CITY OF CLEARWATER SHEET TITLE: A Landscape Plan Grand Canal Concept SHEET INFORMATION: DATE ISSUED: JOB NO.: 090497.04 DRAWN BY: CHECKED BY: SHEET: 12-28-205 SHEET NUMBER: LP-8 1 OF: 7 I ! ~ I I ~ ~ I ~ S - 5 4 3 2 1 D ~,r;~ ~7~/. I I 1IItft,! j}JJ1!r.tt'k - --/l...,i... ....'.:Yr/ I -~M h~f,-- r.1f!,ic,p.,t :tnt:rtt ~ ~(~e. r reA-tlt1,ent /r-- ~/ !JitI!J J, ", L~r1e. re.rr~ ~t1tt~ ~ ~~st 5tcme. ?trts (~se CA-sters ttl A-ttfIW frr e,p.,s~ ""'Win,) r.1fJ'ic.~t ~ntrA-nc.e t~nt{sc,p.,!,itUj 'Alit(" !t~ti~n ~J'ress ftp.,n1c.in~ tntr~n't ett~nts c pr~f(Jse.~ :tntr~nu L~n1Sc.Af-e. rre.~tffte.nt rrt1J't1se.~ z,ntrp.,nc.e. Lp.,ndJc,A-J'e. T re.p.,tft1,t.nt A-. 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Mt11Ip.,'J,!t ,tTtt~?!p.,nt ~teri.AJ.s ttl p.,ttt1W ,tp.,zp., c.t1n!0urp.,tifm C.M""tS &. 'Ftt1Wtrin, t1rnA-ft\,e.ntA-!s p.,t 1ut; p.,c,unt't11-nts ARCHITECTURE ENGINEERING PLANNING 482 SOUTH KELLER ROAD ORLANDO, FLORIDA 32810-6101 PHONE: 407.647.7275 FAX: 407.647.0551 D CONSULTANTS: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK. FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 MICHAEL T. REDD & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c CAY CLUBS RESORTS &: MARINAS CLEARWATER CAY CLUB PHASE ONE SHEET ISSUE: DEC 28 2005 SUBMITTAL SET B MARK DATE DESCRIPTION PROFESSIONAL SEAL: ORIGINAL RECEIVED DEe 2 8 2005 PLANNING DEPAR1MEN1 CI1Y OF CLEARWA1ER SHEET TITLE: A Landscape Plan Grand Canal Concept SHEET INFORMATION: DATE ISSUED: JOB NO.: 090497.04 DRAWN BY: CHECKED BY: SHEET: 12-28-205 SHEET NUMBER: LP-9 1 OF: 7 CLEARWATER SIG"IAGE CHART Sl 52 53 54 55 56 57 D 58 59 510 511 512 513 514 515 516 Other - 5i 517 5 518 2 1 1 Freesta nd i n Freestandin >2 500 > 2 500 > 5 000 6 000 + 15 600 + 2 840 + 2 840 >2 500 > 2 500 Porte cochere no fa ade Porte cochere no facade 50 000 + arcel arcel 1 Attached 1 Attached 1 Attached 1 Attached 6 Attached 1 Attached 1 Attached 1 Attached 1 Attached 2 Cano A:tached 1 Attached 20 Attached 1 Monument 1 Monument e rm its Liqhthouse Creative December 22,2005 CJ oJ ~ E lC' /;] ~Cl W () Q. liJ '..) r~ (~ cn os ~~ -,\ r. .:::;, ~('., ~.~ Ll-l 'f Z Ct' L_l '.1 CI .', r.'; j--- (L ~ ~~, ~ ~i '1 L..~ \_~~ ~ ~, ~ ~~~ '.> (i- () ,r/ ';~~ \S ~~ ::;,)' [A3D,1EJIT PINELLAS WATER l(1MP;'J,(, DB ! 465, PC I;') & [l[i 1465, f-'(J 184 5 L~__ 1_ n______..__~_____ 3 2 c 4 ua re Foota e Street Location ht Descri tion Deviation: reason 50' ~- Hei ht allowance for Visibilit Hei ht allowance for Visibilit Maximum Hei ht needed for visibilit Maximum Hei ht needed for visibilit 64 SF Max 19' 64 SF M:ax 19' US Hi 19 US Hi 19 See Plan See Plan ':q- TSD TSD TSD TSD TSD TSD TSD 4' Cutout Letters 4' Cutout Letters 8' 4' Cutout Letters TSD 4' 4' e - North Side e - South Side 24 SF 24 SF 24 SF 24 SF 24 SF 24 SF 24 SF 4' x 50' 4' x 50' 8' X 51' 4' x 50' 24 SF 20 SF 20 SF Size Allowance- Aesthetics for Si n T Size Allowance- Aesthetics for 5i n T Gra hic Panel within Structure as inte ral art of Architecture Desi ned as Architecture detailin within structure 3' 3' II II -L~ 818 SCALE: 1-=40' TSD TSD TSD TSD 50' I" -I J r ~':q- IIll GENERAL NOTE: ALL SIGNS TO BE DESIGNED AND ENGINEERED TO MEET THE CITY OF CLEARWATER STANDARDS AND CODES AND WILL BE SUBMITTED AS A PART OF THE BUILDING PERMIT PROCESS. c B A '-" '0:: o o o :z '-" tn <..) <..) <..) /' C>:: w !;:( '0:: C>:: L5 -' <..) /' en ::::> -' <..) >- <( <..) --:: L UJ o "'- <.D ('oJ "'- ('oJ c:::=---=:=..-::.--=====--~ 813 SCALE: 1-=40' ,--J/--~V~'-'~-- I, 64 SF ~~ ~Q-~-- BACK FRONT ; ( i I t i /] I.J /:I!tf1 i II i ~ ; II I Ii I ! 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DH c' ~, / 0 .. ~------ -~-------~----- -~ ' - - - -~ -- _._----~-_.~._-~- - ......./_- ~gJIl::=- 00; OH 6 ~--'-f-3 .oH // -, Cl 2~ -- [:"~';T R/W Llt'IE I) ~;, HIGHWIl,'( 1 'J Cl Hl.OIM AVM 10 .1H~)tH ,CQl <;<; (]1iOtJ ,wns 6~ AVMH81H sn --.:-~:-~~.:=:.- .~ fi~1J~_;:=:_~~__ =-=-'-=--~:::. -::-:::--=::-- ...~~--"C:: =---=-_:----=--.::..:.---=:-=--..:.:::_-.._=-~_=..:_-~:::~.:_-;~- ~' ::..~----._---- l'~~'lh/--~:Ij()I~ .~- _~___~____.___._~_~ STATE ROAD 55 - U.S. HIGHWAY 19 (!....-----~---_._- - ------_.~---~----------_._-----------------' 810 AND 811 SCALE: 1-=40' 1 50' 0) v 51 ' -----+-4. /f I~ \ 812 - NORTH SCALE: 1-=40' 51' I~-~, \ /f " z ...../ '0 ..:L. ~ ~w I; "W ~ ~o::: z go ~ o z ~Z c'. 3W :"! ~.-.J ~.-.J '0 ~<( > " o < " ~ rl[ ~ , /1 I --'~f-- ------ t--- .0:-./ I ----- ' ./ . -" i:=._L__u L_-.-. 812 - 80UTH SCALE: 1-=40' NORTH 40 I SCALE: 1" = 80' Half Size Scale: 1" = 160' o I __ ___ ___ ~3~1-4..!~.1~_-_-~__-._~_ - ~ -.- I I '''''' .---~. . _u _. __.. _..,,_......_.__~_ _.__.______".__. J TYPIC)3\L SIGNAGE ELEVATIONS BY LOCATION SCALE: AS NOTED ~r ~ ~ ~ ,~~~:~ t~-- -- TWFF.S . - ~i -(j 0 C ..... r,,- - - -. cJ;;-'-O "()"~ 001-----0 ) ct' C ("J ji:j 'JOOO_.O C cc ), ~ \ ,) 0 v, d 3 8 5!) /' / ". "',/,] __WL-. _____."" ,__ ,,_,__ ---" I ;<U S'I'J - --@J"r~ H 110 :...JJf-L--- __: _~.5.iJC" OR ' . .,: .. H '\ OH .-...'-'- 1 r:'ff~==."':::-:=~"~ J~.~=':';:';~=~~":~~-~~o(;;c;.==;~~'''''::-'.-_. ... .. ...-===; ,~ ~ ~ ~ ~ 5~ AND/OR 51~ ~ ___ ~_________.________________.__ _~_~.___ /'"3"' .- .. --_._-------~,..~...:::_----~------------~. ---- -.--:.--:::~ -_._~ - ~-- ----- ----~~ --- -~ - ---- ---), u u =~~c~cH,Jf\~~~5IA@ jQlf 516- o[JH-+___u____ ....____ 1[:' f?iGHT OF WAy [A:C;EMENTI CI1'( OF CLEARWATER OR 40~/::), PC.:,9'1 --....,,::-~-----~ --::::::=-----~-----_. --------,---_.- / , ' \ \ ,.._/,~ ;1 :, \, \ \ o <( o ~ 0::: <( ;/ \ I \ \ , , , \ 5 l- [ 4 3 2 I" t --. 54 .c. "~~;, 10 , o';)~} 1 80 I 160 I ~~, ARCHITECTURE ENGINEERING PLANNING ORLANDO OFFICE: 482 SOUTH KEU.ER ROAD ORLANDO, FLORIDA 32810 PHONE: 407.647.7275 FAX: 407.647.8903 TAMPA OFFICE: 5300 WEST CYPRESS STREET, SUITE 200 TAMPA, FLORIDA 33607 PHONE: 813.282.7275 FAX: 813.282.9767 D CONSULTANTS: ARCHITECTURE AND SIGNAGE: LIGHTHOUSE CREATIVE INC. 127 W. FAIRBANKS AVE., SUITE 450 WINTER PARK, FLORIDA 32789 PHONE: 407.578.5481 FAX: 407.292.0596 LANDSCAPE ARCHITECTURE: MICHAEL T. REDO & ASSOCIATES 631 U.S. HIGHWAY ONE, SUITE 300-A NORTH PALM BEACH, FLORIDA 33408 PHONE: 561.863.2500 FAX: 561.863.2505 CLIENT / PROJECT NAME: c f CAY CLUBS RESORTS &: MARINAS 2704 VIA MURANO CLEARWATER, FLORIDA 33764 PHONE: 727.531.2525 FAX: 727.531.0152 CLEARWATER CAY CLUB LEVEL# II FLEXIBLE DEVELOPMENT APPLICATION COMPREHENSIVE INFILL REDEVELOPMENT PROJECT DECEMBER 28, 2005 B APPROVAL SCHEDULE: APPLICATION DUE: COMPL TETNESS: DRC MEETING: RESUBMITTAL: CDB MEETING: APPROVED: 12/28/05 01/06/06 02/02/06 PROFESSIONAL SEAL: ORIGINAL RECEIVED ,-;,,' 'J '< 2005 .'...../ ""'U "'LANNING DEPARTMENT CITY OF CLEARWATER : ,.'~' , ( SHEET TITLE: A COMPREHENSIVE SIGNAGE PROGRAM SHEET INFORMATION: DATE ISSUED: DECEMBER 28,2005 JOB NO.: 10-1504.00 SHEET NUMBER: DRAWN BY: B.E.N. CHECKED BY: D.E.S. SHEET: CS-l OF: