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FL00-10-46 (4) FL 00-1 0-46 JIM DAN INC. 900N OSCEOLA AVENUE ~tCRarwatet - , u 01, , Plannlllg and Development ServICes Adrrurustratlon SUBJECT FL 00-10-46 Clearwater Manna mIxed-use project DATE January 17, 2001 OLD SITE PLAN MA TERIALS f , - , ~ J " " ~a;arwater u Planll1ng and Development Semces .-\dnumstratlOn " SUBJECT. FL 00-10-46 Clearwater Manna mIxed-use project DATE November 13, 2000 ~ '. OLD SITE PLAN MATERIALS c, 1;9 " I :rCtarwater ~~/ o Planll1ng and Development 'Serv1cc~ A.dm1l11stIatlOo SUBJECT 880 & 900 Osceola Avenue - Clearwater Manna mixed use project DATE November 9,2000 OLD SITE PLAN MATERIALS ~ .' f ,)? I ~ ... t\ J ... \ I' \ ,I' , ~ -) " - -,"'" ~ 11f!~~ .s:~I~~t\L(1t r/ftA~ ~~ }1"'--.......it!^~ ~{::;.-.... I ~(p", ~~,'t,\// "~~~ III ~- - ~ '''5lt<l b.~:' -:.~ ~.~ ~ ..c.. - ,~,- "'.. "\P : 11;. = :;::::4" ..:,?~--==- .\~'t ~"-~.._~;.#~~~\ ~~~~~L~l~. CITY OF CLEARWATER ';, LoNG RANGE PIA.'.'i\!NG DEVELOPMENT REvIEW HOUSING DMSION NEIGHBORHOOD SERVICES PIANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FWRlDA 33758-4748 MUNICIPAL SJ:RVlCES BUILDING, 100 SOUTH MYRl1.E AVENUE, CLEARWATER, F! ORIDA 33756 TFlFPHONE (727) 562-4567 FAX (727) 562-4576 January 2,2001 Mr Donald HamIl Flonda Manne and Resort Developers, Ine 670 Island Way #305 Clearwater, Flonda 33767 RE Development Order regardmg case FL 00-10-46 - 880, 900 and 908 North Osceola Avenue. Dear Mr HamIl . ) ThIS letter constItutes a Development Order pursuant to SectIOn 4-206 D 7 of the Commumty Development Code On December 12, 2000, the Commumty Development Board revIewed your apphcatlOn for FlexIble Development approval to mcrease the heIght of attached dwellmgs from 35 feet to 100 feet and to reduce the (north) SIde setback from 10 feet to three feet (to an emergency access 3lsle), with a ComprehensIve Landscape Program The proposal mcludes the redevelopment of the eXIstmg Clearwater Manna to mclude a 140-umt cOndOmInIUm, 112-shp manna, a 7,000 square foot restaurant, a 2,000 square foot retml shop, and a 4,500 square foot offIce L. ,0 9......... .. Based on the apphcatlOn and the staff recommendatton, the Board found that the proposal IS In complIance with the standards and cntena for a ComprehenSive Inf1l1 Redevelopment ProJect, the maXImum development potenttal standards and all other apphcdble standards of the Commumty Development Code The Commumty Development Board approved the appheatlOn subject to the followmg condlttons 1 That a bUIldmg penmt for elther the attached dwellmgs or restaurant be submItted wIthm two years from approval of the SIte plan (December 12,2002), 2 That the eXIstmg cham lmk fence along the south property hne be replaced with a decoratlVe fence mcludmg masonry columns and metal gnU work, 3 That a gate be mstalled along the south property Ime to prevent restaurant patrons from parkmg at the Semmole Boat Ramp (CIty-owned) property, 4 That the eXlstmg curb cut along the west Side of Ft Hamson A venue be removed and reflected on a reVised slte plan, BRIAN J AUNGS1, MA YOR COMMjS~IO~ ER r B JOHNSON, VICE I'I1AYOR COMMISSIONER ED HART, COMMISSIONFR ~ BOB Ci~\Rh, CO\IMlS~]O\ER 1<1) HOOPER, COMMINONtR "EQUAL EMP! OYMENT "-ND AFFIRMA TIVT AClION EMFI OYLR" ~I " ~ '\ Hamil, Page 2 880,900 and 908 North Osceola Avenue - Development Order January 2, 2001 5 That all sIgnage be mtegrated/coordmated wIth the bmldmg architecture and all freestandmg SIgns be hmIted to monument-style SIgns, That the fmal desIgn of all new bUIldmgs be archItecturally coordmated and consIstent WIth the conceptual elevatIOns as submItted, That emergency access be provIded to the south/west of the proposed restaurant/retml bmldmgs, to the satisfactIOn of the Fire Marshall, pnor to Issuance of bmldmg penUlts, That the cover for the boat shps along the east end of the manna be removed pnor to any bUlldmg penruts for the attached dwelhngs, That the balcomes and views of the northernmost bank of the condommmm umts be onented to the northwest, and the bUlldmg hne of the condommmm adjacent to the reSidentIal propertIes to the north shall extend no farther east than what IS generally shown on the sketch attached hereto as Exhibit A, That no atr condItlOners or other mechamcal equipment be located along the northern and eastern property hnes and that they be located on the roof, to the extent feaSIble, That there shall be no outdoor mUSIC or outdoor speakers at the proposed restaurant on the property, and That at such time as the apphcant obtams a bUIldmg permit for the proposed condommmffi bUIldmg, the applicant shall mstall landscapmg on the property located at 301 Cedar Street (Morgan reSIdence) generally conSIstent WIth the landscapmg plan attached hereto as ExhIbIt B (the property owners of 301 Cedar Street Will be responsIble for the mamtenance of same landscapmg) , . - 6 7 8 9 10 11 12 I , Pursuant to Section 4-407, an applIcatIOn for a bUIldmg permIt shall be made wlthm one year of FleXIble Development approval (January 2, 2002) All reqmred certIficates of occupancy shall be obtamed wIthm one year of the date of Issuance of the bUlldmg permit TIme frames do not change with successive owners The Commumty Development Board may grant an extension of time for a penod not to exceed one year and only wIthm the ongmal penod of valIdIty Please remember that a bUIldmg permit and Impact fees Will be requued pnor to the constructIOn of the project Should you have any questions, please call W Ryan Givens, Planner at 727-562-4504 Very truly yours, /~~~tfv Edward Mazur, Vice Chamnan Commumty Development Board Cc Gerald Flgurskt Ed Armstrong, Johnson, Blackely, Pope, Bokor, Ruppel & BUrns, P A Attachments a<; Noted (Exhibits A and B) t;, ~. ~ " .. ill , Hamil, Page 3 880,900 and 908 North Osceola Avenue - Development Order January 2, 2001 Best Copy Availab: e 140 UNITS 210 PARKING SPACES 12 STORIES OVER PARKING 2 8 ACRE :t SITE ", /;// ~ ----- ~ - - -- -y- -- -y- ~~ "" ----- __ _ _ "_ _~ U~ _ _ _~~"~U~~ ~ ~ r_ ['- - - ~ J Itl-_~_... ~,.l:I..."-;:! -<;~=- -=- ~~ AT, l.l ...---~"- , :1 ~f ..;; SLIP AREA TO BE RENOVATED (FOR USE OF CONDOMINIUM AREA) (17 SLIPS) Exhibit A .- . 4 ~ ....., ~ ' Hamil, Page 4 880,900 and 908 North Osceola Avenue - Development Order January 2.2001 , , *- R~:s"8 - (!$W) 2:25/(Btf. /1r1-tt {,.rz.,' er II!6Ir'1mi> . ~ ~~~ --,-0-- .............:I~~ Jtt,KbN ~I~ 311 C&M1z sr; Q.(E~~ fI- JJ } I ~/O ~~ 5'16~ ,~~ ~/ti1 -=- Exhibit B I, TABULATION OF NOTES EXISTING AREAS USE SQUARE FEET ACRES 1. IMPERVIOUS AREAS 108,721 S.F. 2.50 k. % OF TOTAL 28.07X: SQUARE FEET 164,097 S.F. 60,984 S.F. A. BUILDING GROUND 29,658 S.F. 0.68 Ac. COVERAGE B. WALKS, STOOPS, DECKING 5,661 S.F. 0.13 Ac. AND DRIVEWAYS C. PAVEMENT 73,402 S.F. 1.69 Ac. 7.66% 1.46% 18,424 S.F. 18.95% 84,689 S.F. 2. OPEN SPACE 278,553 S.F. 6.39 k. A. DETENTION AREA WATER 2,352 S.F. 0.05 Ac. SURFACE 71.93" 223,177 S.F. 0.61 % 2,352 S.F. B. OTHER WATER SURFACE 167,988 S.F. 3.86 Ac. 43.38% 167,988 S.F. C. GRASS AND LANDSCAPE AREAS 108,213 S.F. 2.48 Ac. 27.94% 52,837 S.F. 3_ TOTAL 387,274 S.F. 8.89 Ac. 100.00" 387,274 S.F. SITE TABULATION: PROPOSED AREAS EXISTING USES: COMMERCIAL 2,800 S.F. RETAIL SALES AREA 2 DIVE CHARTERS 1 SAIL CHARTER 1 CRUISE SHIP 3,530 S.F. COMMERCIAL BUILDING 3 MARINE WORK BAYS 71 BOAT SLIPS " OF ACRES TOT, 3.77 k. 42.37" 1.40 Ac. 15.74" 0.42 Ac. 4.76" PROPOSED USES: RESIDENTIAL 140 UNIT CONDOMINIUM COMMERCIAL 7,000 S.F. RESTAURANT 2,000 S.F. RETAIL, MARINA OFFICE AND BAIT SHOP 4,500 S.F. OFFICE 112 BOAT SLIPS 1.95 Ac. 21.87% 5.12 k. 57.63" 0.05 Ac. 0.61" 3.86 Ac. PARKING REQUIRED: 140 CONDOMINIUM UNITS x 1.5 SPACES PER UNIT = 210 SPACES 7,000 S.F. RESTAURANT x 10 SPACES PER 1,000 S.F. = 70 SPACES 2,000 S.F. RETAIL SPACE x 5 SPACES PER 1,000 S.F. = 10 SPACES 4,500 S.F. OFFICE SPACE x 4 SPACES PER 1,000 S.F. = 18 SPACES 112 BOAT SLIPS 40 BOAT SLIPS FOR CONDOMINIUM USE 72 BOAT SLIPS x 1 SPACE PER SLIP = 72 SPACES TOTAL REQUIRED PARKING = 380 SPACES TOTAL AVAILABLE PARKING = 384 SPACES 43.38" 1.21 Ac. 13.64" 8.89 k. 100.00" . ...: ..:' ':'. .. :.: ,,::. ;"'. '..:::":N 89-26' 34,iW .., "658.99': ... ... ~....h ..~ ..... ... ..... ~.. . _ _ . ,-- "....N...........::.... 140 UNITS 215 PARKING SPACES .' 8 STORIES OVER PARKIN (100' TOTAL HEIGHT) 2.8 ACRE :f: SITE MINIMUM FIRST FLOOR (LIVING LEVEL) F.F. = 16.00 (SEE BUILDING HEIGHT DIAGRAMS SHEET No.4) , , I .. " . SLIP AREA TO BE RENOVATED:: :(FOR USE OF CONDOMINIUM AREA) (17 SLIPS) , .. NOTE: ~r """, ,7 ~, , !f)....~~1 ;, PHASE 1: RETAIL, MARINA OFFICE AND BAIT SHOP PHASE 2: BOAT SLIP RENOVATION t:l' PHASE 3: OFFICE BUILDING 0' PHASE 4: RESTAURANT PHASE 5: RESIDENTIAL AREA LTP No.' .! ; GAS SIGN (20' HIGH) 92310 " i" . (WOOD) ,': .... >>':'.. " , <if. f:\, ~ : '. \":':~:.~ '. -. ~c../1J CONC. ! . '. !/ ' ......~>...,~, . ...... :s UNDERGROUND ,. CON~' ", ::</S,o~' >.. ". GAS TANKS. f.'! rtll.r '. 6' CHAIN~' ., LINK FENCE 20~, .0 18'0 . 18 20' DUMPSTER PAD ALL EXISTING STRUCTURES EAST OF NORTH OSCEOLA AVENUE SHALL REMAIN AND WILL BE RENOVATED. ALL EXISTING STRUCTURES WEST OF NORTH OSCEOLA AVENUE SHALL BE REMOVED. PROPOSED PHASING SCHEDULE: "":.. PROPOSED DUMPSTER ENCLOSURE 2,000 S.F. RETAIL, MARINA OFFICE AND BAIT SHOP WEEKDAY TRIP GENERATION TABULATION USE CONDOMINIUM OFFICE BOAT SLIP RESTAURANT RETAIL TOTAL NUMBER PROPOSED 140 4.5 72 7 2 N/A 820 50 213 912 81 2,078 ITE LAND USE CODE AVTE TRIP GENERATION RATE 5.86 AVTE PER UNIT 11.01 AVTE PER 1000 S.F. 2.96 AVTE PER SLIP 130.34 AVTE PER 1000 S.F. 40.67 AVTE PER 1000 S.F. N/A 230 710 420 832 814 N/A NOTE: TRIP GENERATION RATES SHOWN ARE TAKEN fROM "TRIP GENERATION. 6TH EomON" PUBUSHEO BY THE INSTITUTE OF' TRANSPORTATION ENGINEERS. LEGAL DESCRIPTION: Parcel 1: '. Lot 1 of Block 2, J.A. GORRA'S SUBDIVISION, according to the plat thereof recorded in Plat Book 1, page 44, of the Public Records of Pinellas County, Florida, excepting a portion being described as follows: Beginning at the intersection of the North line of Lot 1, Block 2 aforesaid and the back of the Westerly curb and gutter on Osceola Avenue and run thence N.89'39'57"W., 2.25 feet to an iron axle; thence N.8go39'57"W., 158.94 feet to a concrete monument, said monument lying S. 89039' 57" E.. 120.19 feet from an iron axle of said North line; thence S.01'10'49"E., 63.11 feet to a concrete monument; thence S.89'39'57"E., 143.94 feet to the back of said Westerly curb; thence N.14'12'57"E., 65.00 feet along said curb to Point of Beginning. All of Lots 2 and 3, Block 2, J.A. GORRA'S SUBDIVISION, according to the plat therefore recorded in Plat Book 1. page 44, of the Public Records of Pinellas County, Florida. Also, Lots 13, 14, 22 and 23 of SUE BARCO SUBDIVISION, according to the plat therefore recorded in Plat Book 1, page 26, of the Public Records of Pinellas County, Florida. Including the following portion of Lot 22, described as, beginning at the Northeast corner of Lot 22 of SUE BARCO SUBDIVISION being recorded in Plat Book 1. page 26, of the Public Records of Pinellas County; run thence Southerly along the East boundary of Lot 22. 30.0 feet; thence N.89'24'59"W., 136.63 feet; thence N.77'00'39"W., 75.04 feet for a Point of Beginning; thence continue N.7-rOO'39"W., 497.63 feet; thence S.62'39'09"E., 356.26 feet; thence N.72'54'13"E., 176.24 feet to the Point of Beginning. Together with all riparin rights and submerged lands thereto appertaining and subject to an existing 30 inch storm sewer easement along and across said property, together with the right to go upon said property for the purpose of repairing, replacing and maintaining said storm sewer and Less and except that portion of Lot 22 described as beginning at the Northeast corner of Lot 22, SUE BARCO SUBDIVISION as recorded in Plat Book 1, page 26 of the Public Records of Pinellas County, Florida, and run thence Southerly along the East boundary of said Lot 22, 30.0 feet; thence N.89024'59"W., 136.63 feet; thence N.7~00'39"W., 572.67 feet for a Point of Beginning; thence continue N.TrOO'39"W., 309.67 feet; thence N.2~20'51"E., 76.79 feet; thence S.62'39'09"E., 300.00 feet for a Point of Beginning, together with all riparian rights and submerged lands thereto . appertaining. Further less that part beginning at the point in the East boundary of Lot 22, 30.0 feet Southerly along said b.oundary from the Lot's northeast corner; and run thence Southwesterly in a straight line 136.63 feet t6 a point in the South boundary of said Lot, which is 131.8 feet Westerly along said boundary from the Lot's Southeast corner; run thence Southeasterly along said boundary to said Southeast corner; and thence Northerly along the Lot's East boundary, 29.56 feet to the Point of Beginning. .' /' Also, that part of an unnamed street unofficially known as Nicholson Street in the City of Clearwater, Florida, begin Lot 3 of said J.A. GOR-RA'S SUBDIVISION on the North and Lots 13 and 23 of SUE BARCO SUBDIVISION on the South, and which les West of a straight line extending from the Southeast corner of said Lot 3 to the Northeast corner of said Lot 13; and ALSO that part of an unnamed street lying between Lots 13, 14 and 15 of SUE BARCO SUBDIVISION on the East, and Lots 22 and 23 of said subdivision on the West, and North of a straight line connecting the Southern boundaries of said Lots 15 and 22, and ALSO all land and submerged lands adjacent to the property hereinbefore described and owned by CLEARWATER BAY MARINE WAYS, INC. and also including all rights of accretion and riparin rights appertaining to said property; as known and further described as: 0' 20' 40' K...H:.J . SCALE IN FEET 80' I EXISTING BOAT MARINE WAYS AREA TO BE REMOVED AND REPLACED WITH 6 NEW BOAT U SLIPS NOTE: BOAT SLIPS VARY IN SIZE AS SHOWN. GENERAL NOTES: 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL = ONE FOOT. ZONING TABULATION EXISTING ZONING: T (TOURIST DISTRICT) 8.244 ACRES C (COMMERCIAL DISTRICT) 0.430 ACRES AND MDR (MEDIUM DENSITY RESIDENTIAL DISTRICT) 0.217 ACRES PROPOSED FAR IN COMMERCIAL AREA: 4,500 S.F. + (0.434 ACRES x 43,560 S.F./ AC.) = 0.24 ALLOWABLE NUMBER OF UNITS: UPLAND LAND AREA ZONED TOURIST = 4.39 ACRES PROPOSED COMMERCIAL AREA IN (T) AREA = 9,000 S.F. INTENSITY USED = 9,000 S.F. + (4.39 x 43,560 x 1.0 (F.A.R.)) = 4.71% REMAINING INTENSITY = 100% - 4.71 % == 95.29% ~1.4.' SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. Cl-w Ba, Martnap 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS SHEETS, "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 140 UNITS + (4.39 ACRES X 95.29"> = 33.46 UPA (NET) 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. PARKING, HEIGHT AND INTENSIlY ARE SUBJECT TO APPROVAL OF FLEXIBLE STANDARDS AS PROVIDED FOR IN THE CIlY OF CLEARWATER LAND DEVELOPMENT CODE. 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA. 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA. TOTAL NET RESIDENTIAL FLOOR AREA = 350,000 S.F., MORE OF LESS :: \i \\ IJ :~ ~ - I I I "f, ,.,' : / ' ,...'// ONE STORY " , '. ..., ... 2 STORY WOOD FRAME ,." :::. ..... .' ...<,<," " , (~~D ~R~~~) ge39'57"W 161519' ! f, ci.~' ':U'_.:'::U u U'.. u :................:::.::....:.:~.:_:__.:.....:..u.........u .' ..... "..... N 8ge10'02':!I_ 120.12'_ . .:.- ~.8 -- . --. 10" 0--"'0 (I' f:' ~f - -- ".. -- ~ -- -- - - .. -,-, ,," ,- ~ "'..." ',..: - ,.. ~ :".., . ...'.........;:.;.~" ::::' CUlSTER ~," ,," ",~"~: _ m- PROJECT SIGN r .. ,~ -.. ..,.. ..,.. .. ''',',',',' ,,' ',. ' , .., ..".. ,........, '< ." ....... ...': ;; "",'IV"" ,;,o' ''', Iii?' ..,o' ~~rJi;~ ~.': / 1f DECORATIVE ENTRY : .,. I: ..,,' _.." ,,' I': .. ..'~ ..~: i:f WALL FEATURES G ::0..:0:. .-- "'-~I--- -- ---- ~--- : : - - "." . :,.,. 31' 1 :, .:,:/ ,i I II \ '~I?Q~ .~..:., 0'0" ". \... d' ., ," .... "'~PROPOSED . :\TIT II :..- /" , ...10" ,0, 12\9"":i,' : : (1) :.:1:: 1~)8f)O .... .... 1Z~O~ 5 ~ i J' i ,'1, ENTRY GATE ;11. rJv'T~rE .... '. '.\fh';l-;.~.~,.;;-:,~~:;:t,., "",,7:~;,:!'" ".-, '"UJ.,: t)(:1S-;1Qt~4"E. 30.00' . LOCATION" .. - ~... '~; /'.N . '. ','~: .;,:....:' -: : :;: '~;: , ,r--. ' ; ..... ? OJ . '" <!f "" ,,;" ;. . i "u 'U~4Jr ..~~f:--.: "'-~..J.I~~x~" ~{~~')~.'I'='7H '.t:' '. ~ : . ""f' " ' '::; I _ -. ~J ....:~. .......,,: ~ ,:::;/ ,': /:,'.:: ~ I ~/! ,., " "ll,u.--rrr- -::"--I:::-I:::-1=====--'-:=T======, T .-.,:.:'", '.. ..., 1Ilf'! .\,~ ff ! .:/: . ::::: ::::1:::::::11" >>->:.:\: . . ~ Jr..' .11 ''0 " '~)}! . .... .....Im I".! : Ii' : ;.:1: , ,<< U '::.' PROJECT SIGN .... .... I"u, f'" .... ""I....... f...... . ; /! ; j ";'! ;11 ..... '" ; PRO'~o'~ED pi'b~-up AREA u. :: : APP'iXiMA'i'..r..';~",,'''''' ,.,......... " ,.. lll.u,.: FIic5'~ '~OL;~ .9.YT DUMPSTERS : ~ ~ ::.. u> :; ":' EXISTING CB ~1. I .......J ~\ n " ,. :/'j GRATE EL. .... ..L ~ ~ 'J1~ .....: I \11 I ... 24) 19(Til :1~' , l! ;/ ,f:,: INV. w. = 6.60 To~ . ~ ~ \. I 11"\ f! :: /:/,: INV. E'E:IS~;:: DI "',..,,:; "S\;;H JI/'-> lOr ! !( :;:'~E~ 9~8J327 ...... . ii.\ ""~~IPOSED COVERE:.j4 Jrt/ ' .:.:;. INV. W. = 10.01 ~SEAWALL~:::K~ . .,. KING \l'Jry 1\ ::, -= ..' ~ ...,~.J: .:...,~::/ EXISTING DI '.".' 1'\' II \ , ~ '''. GRATE EL. = 13.10 :: II \ ~ INV. W. = 10.82 EXISTING JB :i"-M--'Y-- v./ I>j .~; r /k..J ;7 ;'~ :i; RIM EL. = 11.41 l~u.~ . f: '/// " . EXISTING DI i~: ~: :: Hi{l~ ,/ If\ .\ ,: ',,(') ~~ ~:::, / :;:.~,~' ;2,i~97 ~ ~ 1HW~' , , ,~,;, I. / I I EXISTING JB ,. . . " ..' .' . / " '.,' : Ii 'A '. ..'" l .. RIM EL. - 5.56 :? r. . ' './ t;', "....-.-..: . i : I..t / INV. W. = 1.81 A.'-..,,," 18"De .~: ,\:;,,;..~:1<:12~~~4 " ~.~:..; f"'f~'" '::..7: : ... \....... INV. E. = 2.14 :, u'"u. '.......... \ . '... ',~<<;..' "D . n.: . Vi. ; Ih INV. S. = 3.29 \!:.'''''-.'.-'~ ...., '. > /V ;';"' ~g e ;" ~;;:, - 'j.. .: ,~,~._, .,..~"l? __ I ~./? "1~~.:.i h\4" ,..; ~ '~PROPC~. c:o::.~-+~ I / x hI ~i~ "~ ':. )1' (.6' SIDf:.Nf'LI<'-t~:-:;-:......;f: ''''''''''''COVER'''OVER SLIPS TO BE'''R'EMOVED'''AND "".. : ~l~...\ 1r\ ,: ,<t;(,',~' ~~J~TI~i~t~~)~! i SLIP AREA TO BE RENOVATED '!~ x....., / II ~. _/ :1';::;:; '! ~ 'It)'u) EXISTING C.:~h6 "... .... S.EA.u..WA..L..Lu . . ... (20 SLIPS) ~~~~RSDE~1YP.) \ :~.- ??- ,~~,;;":;v ," ,....,.~..j: i, ~i ~j~; :'. L,~, r,D~~~ON 3*;" , ;,. ou "'''ii&,,;' ...:::::.....;. '''''''.,. ...;.....;.;....'......~"....., ,',",,:.. ......... .. "',,,,",., ;"'~.:., u'" ... ~ ;7 ~. / .~~/ " '/'J ':"'., :. . \ Y ; (j. : <,.,.i~j.......~;;"";;;;...fii-"c,;;,,,,;;:...l.....~--:.......-:1~r~;..ia.i.7;,&.;i&::.....:...._:ii&;;:.i.iV.'~&iih".:;,;;;L..::,;a,.=:.::;:.a:""" ,"10:;; .;:a::l\ '" II"'" . F. ; r I: II S 73-49'5'3. " 12" i<1 ' , . . : . . . i , . . . . : . , i . . .' f l , :-._<_. \_'_.. , ,'(;)'" 1>>>d ~ : .... ,,,',,:,"" . ASI'>lALT , ,," '" """"'-_.N~l~~;' ~'~~~ ' , '" ... ~:~~Pg,~}: / / d ,-../ ~ ~:i '.l::1 !~t~17Nt~~ ". ", /" i.t:;:;;.:'"..:...,....I.;,.,,:.,:..,,:'..., ! 7' ~ ..: j ;!;~~~ I f(Ii'T;~/~jl' ". ./ ;Ii>!: :fiii' ;l i ' i / ''': .;. '!U;! ...... ~7.,..91Y.~~i'~;,"..:::.:-::,;/: :.... :" ~ / ;;l i~~ . J.~'fJ\/~;;.;/<./I~'" ~ 9" : j i it:/. ::"...... _~l4:",.<;.,./ ~'Z .L: ~*~ \< <O"'\'J"O:'I, "'f'~ fGR:. i..J. :[;,: .' : j: . i'. .;;: / ~ 1.... i if..f ".' ./ ...:.:..{ [:~."""" In({/O;....o:~j:::x~.; ; ,,' /~.i'~ 1'7>;;.".......... \ d." 4;"J ,;fl , ,:_:_;_:_:_r,_i_._!_:_! . . ' r : . ; : . . , i: :::; I . : "''';',: /; : ; f.' f : ....1. .' . '" . . ~.' (.",. f, !.... ('.HIi"il.;.t"{?dl"'~ .,...." g'.................. " .~' ..A ..... .... --' --. , ..L..~,.. .......... ".. ..,_:~,""!'!!O',~.~.~;~:~:::~l-:-;""'"!'"!',~:~::.~..,u...J!!'!!!!',j.~t~J~j...;Mi!iO;~_~~!'...;-_l.:f.' : 2 S7i '" . . :.; ,/' '!'i~,~'f:l:', ". .,.. :J:l:HkUt.' - - -. .. . .... ......:...: '..' .. ....:.: :..[;'0:,. : .. '.':. :. :..'ti "!'''''''' ,''''" .; : WOO ORY , '.. j i :. "A! ~~y. ( : '. .: . 1l:l /;\;:.;1/ .. S.77-00'7--,i-'~___":,.: ~ -- .-:-.:- - . ~-= :u1 r P-:.......= --:-. =-:..:-::-. 12"f - ~::;, '~.'I' .f.... R D FRAME ! PROPOSED:f ,,) ':: f ~f~. EXIs'T1NGfDl'~, .,\ ,/0, ..-!; c~"" 75 O~9 E.' . .. -S-8.9....2.4..'5. 9"E....131....S 6"3'" ...... ;: I . ! ,.:. ~ . ..:' E:SIDENCE: j iE,N!RY GAT~:t ;:'!.. J( GRATeEL.14~7 ",.:/ .... "'1: ",AI . 4- .. ~ . .~,.. 'f''', ' . '. '" : ~ I!f'j f', ; j.(::; Jd.1N\(W+.#i>12/~9"'> ,-^ :,,<:;)',1-' ~-,\~o.,."" >'..... - . 9 .~-.;') i./! ,.!'!: l ;.:!J /~r.p/ :,: 7/ oJ,' 018;,';'~. S.15-06'21"W. 29.5 I....j. f ::.... . . ~ ~ - -10- _ /.i/ ,,0/1 ; f fij~~l~~~! /! ;* .......)/~1n:'5Ar '\ , ".;' ..'.. ....:...:.. .12'11' '-. '~' , " f, .' ,',' ! ---~~.tfi! ~~.'" S.7~00'39"E. 3000' ..../ --J .... . 13 ':.' "';. 'J /. ~.:'~~ . LOCK BOX NOTE: . / / '. '. 14 .. .'. / /... ,'!, .: ,./ PROJECT SIGN --' ALL BUILDINGS AND GATES WILL BE FURNISHED COVERED WOOD DECK 15 ,." . .:. , / f w/2nd STORY PATIO . 16 '<_,17 ! ,': WITH LOCK BOXES. N.'1.oeC)'6'21 i,'E" ' 59.56' ./ ! ii, !; n ,. ..JW " :, I '" I'" ...." '\ ..; II ~.............. __...... : , _J - .............. ~ ~ ..... :.,-.. ..... .. ~~r- ii, ~ ': f"~:' .. ". ,..::;:::::". .. "'-SEAWALL .. ::;~"..-:' SLIP AREA TO BE RENOVATED (FOR USE OF CONDOMINIUM AREA) (17 SLIPS) ..... U'". ..". "" w... "", "... ..... .u. .... TRASH COLLECTION NOTE: ~i"", '. A DUMPSTER FACILITY WILL NOT BE REQUIRED FOR CONDOMINIUM AREA. TRASH PICKUP WILL BE FACILITATED BY THE USE OF ROLL-OUT TRASH COLLECTORS. REFER TO SHEET No. 5 FOR DETAIL OF SECTION C-C C ". " ,II /.., ..-....../ t I ' 1/ /1 " , j \ \ // /, ,') :,!,'\ .' ,-,;../ /: " /WOOD DOCKS ~/ ,>/..... /.~8........:~' // /// , j // j, ,- '. Sl../p~ .,.:/ !? .., ..../ / .' : f'.,./.., ~ \ ..../, // , ,. I, I' '...... ..... " ., , I I,.. \ ....', J , :f ,/," '~J"""'\ ~.. \...../,' I , / f : I .... \ '.. '. f, /! ; ......... I" .... ,/ I I ,I / / I 1 '..; !. , ' ..' '. . 1 :1 1'0 8t' /ft'Ato V;<J I't'D /' ~ EXISTING CHAIN LINK FENCE ALONG SOUTH PROPERTY LINE TO REPLACES WITH DECORATIVE FENCE INCLUDING MASONRY COLUMNS AND METAL GRILL WORK From the Northeast corner of the Southwest 14 of Section 9, Township 29 South, Range 15 East, Pinellas County, Florida; run thence West 1226.61 feet; thence South 16.27 feet; thence S.14'45'32"W., 65.0 feet to the Point of Beginning; thence .89003'OO"W., 143.94 feet to a concrete monument; thence N.00'37'OO"W., 63.11 feet to a concrete monument; thence N.89'10'02"W., 120.19 feet to an axle on the ordinary high water mark of Clearwater Bay; thence along the seawall N.89'26'34"W., 658.99 feet; thence along the Easterly right of way of the Intercoastal Waterway S.10'3:s'57"W., 247.76 feet; thence S.62'39'09"E, 444.45 feet to a concrete monument; thence N.72'54'13"E., 176.24 feet to a concrete monument; thence S.7~00'39"E., 75.04 feet to a concrete monument; thence S.89'24'59"E., 136.63 feet to a concrete monument; thence S.15'06'21"W., 29.56 feet to a concrete monument; thence S.7~00'39"E., 30.0 feet to a concrete monument; thence N.10'06'21"E., 59.56 feet; thence S.7~00'39"E., 100.0 feet to a concrete monument; thence N.04052' 52" E., 155.25 feet; thence N.14035'13"E., 162.20 feet to a concrete monument; thence N.16'10'34"E., 30.00 feet to a concrete monument; thence N.16"1D'34"E., 30.00 feet to a concrete monument, being the Point of Beginning; LESS the following described property beginning at the East 14 corner of Section 9, Township 29 South, Range 15 East, Pinellas County, Florida; and run thence West 1252.72 feet; thence South 113.62 feet to a point on the Westerly right of way line of Osceola Avenue for a Point of Beginning of a 10.0 feet wide easement area, said easement area extending 5.0 feet either side of the following described centerline which bears N.75'57'57"W., 139.83 feet, thence N.44'57'57"W., 80.0 feet; thence N.8603D' 19"W., 260.0 feet to the end of the said easement. LESS canal right of way, more particularly described as beginning at a point on the Easterly right of way line of "Cut P-37' of the Intercoastal Waterway Canal marked by the point of intersection of said Easterly right of way line with the "seawall" along the Northe~ly side of "Seminole Fill", said point being 161.24 feet South and 2283.45 feet West of the East 14 comer of Section 9, Township 29 south, Range 15 East, Pinellas County, Florida, (coordinates of P.O.B., X-240, 746.74, Y-1, 324, 297.27); thence run S.12'09'33"W., along said Easterly right of way line 135.0 feet, more or less, to the waters of "Clearwater Harbor"; thence meander the Easterly shore line of "Clearwater Harbor" in a Northwester;ly, Northerly and Easterly direction to the Point of Beginning. Also that portion of land being described as beginning at a point 11 .55 feet South and 1507.98 feet West of the East % corner of Section 9, Township 29 South, Range 15 East, run N.8go47'23"W., 658.99 feet; thence S.10'47'28"W., 25.43 feet; thence S.00'12'37"W. 45.0 feet; thence S.89-47'23"E., 216.0 feet; thence N.OO'12'37"E., 20.0 feet; thence S.8go47'23"E., thence S.OO' 12'37"W., 110.0 feet; thence S.86"02'27"E., 260.0 feet; thence along the shore line to the left, whose chord bears N.0~15' 49"W., 178.51 feet to the Point of Beginning. Parcel 2: That part of Government Lots 2 and 3 of Section 9, Township 29 South, Range 15 East, Pinellas County, Florida described as follows: From a Point of Beginning at Northeast corner of Block 2 of J.A. GORRA'S SUBDIVISION, according to the plat thereof recorded in Plat Book 1, page 44, of the Public Records of Pinellas County, Florida, run thence North 16' East along Westerly boundary line of Osceola Avenue. 99.54 feet more or less to Southwest corner of Intersection of said Westerly boundary line with South boundary line of Cedar Street; thence West, along said South boundary line. 64.91 feet; thence Southwesterly parallel to said Westerly boundory line of said Osceola Avenue. 97.22 feet more or less to a point on North boundary line of said Block 2, of said J.A. GORRA'S SUBDIVISION; thence East along said North boundary line, 65 feet to the Point of Beginning. LESS that portion of above described tract lying Westerly of a line described as follows: Commencing at Northeast corner of said Block 2 of J.A. GORRA'S SUBDIVISION; run thence West along North line of said subdivision, 50.15 feet to a Point of Beginning of said line; thence Northerly 97.22 feet more or less to a point in South boundary line of Cedar Street; said point being 64.91 feet West of Southwest corner of said Cedar Street and Osceola Avenue, said point also being the Point of Ending of said described line. Parcel 3: Lots 1, 2, 3, 8 and 9 in F.T. BLISH SUBDIVISION, Clearwater Florida, according to the map or plat thereof recorded in Plat Book 1, page 27, of the Public Records of Pine lias County. Parcel 4: The West 150 feet of the East ~ of the North 66 feet of the South ~ of the Northwest % of the Northwest 14 of the Northeast % of Section 33, Township 31 South, Range 16 East, Pinellas County, Florida. Parcel 5: Lot 1 of SUE BARCO SUBDIVISION, according to the map or plat thereof as the same appears of record of Plat Book 1, page 26, of the Public Records of Pinellas County, Florida. Parcel 6: Lot 10 of F.T. BLISH SUBDIVISION, according to the map or plat thereof as the same appears of record in Plat Book 1, page 27, of the Public Records of Pinellas County, Florida. Parcel 7: Beginning at the Northwesterly corner of Lot 10 of F.T. BLISH SUBDIVISION, according to the plat thereof recorded in Plat Book 1, page 27, of the Public Records of Pinellas County, Florida; thence run Westerly along the projection of the Northerly line of said Lot 10, 23.7 feet; thence Souther~ along the Easterly right-of-way line of Osceola Avenue as it existed August 30, 1939 and now eXists, 46 feet; thence Easterly along the projection of the Southerly Line of said Lot 10, 12 feet to the Southeasterly corner of said Lot Ten; thence Northerly along the Westerly boundary of said Lot 10, 50.064 feet to Point of Beginning. Parcel 8: Lot 1, Block 2 of J.A. GORRA SUBDIVISION, according to the map or plat thereof recorded in Plat Book 1, page 44, of the Public Records of Pinellas County, Florida. EXISTING ZONING DIAGRAM VICINITY MAP Not To Scale PROPOSED EXIT GATE ZONE VE--... (EL 12, EXISTING F.E.M.A. FLOOD ZONE DESIGNATIONS INDEX OF DRAWINGS SHEET NO. DESCRIPTION 1... ..... SITE PLAN 2... ......... EXISTING CONDITIONS PLAN 3... .. .... .. ..... MASTER UTILITY AND DRAINAGE PLAN 4... ........ .... RESIDENTIAL AREA LANDSCAPE PLAN 5... ....... ...... COMMERCIAL AND OFFICE AREA LANDSCAPE PLAN r' / , , , , :.. ! c ,/ , , , THE FOLLOWING USTS THE CONDmONS OF APPROVAL IMPOSED BY THE COMMUNIlY DEVELOPMENT BOARD AT THE DECEMBER 12, 2000 MEETING. XISTING 4,060 S.F. OFFICE BUILDING WITH LIVING FACILITIES ABOVE TO BE RENOVATED AS A TWO STORY, 4,500 S.F. OFFICE 1. THAT A BUILDING PERMIT FOR EITHER THE ATTACHED DWELLINGS OR RESTAURANT BE SUBMITTED WITHIN TWO YEARS FROM APPROVAL OF THE SITE PLAN (DECEMBER 12, 2002); 2. THAT THE EXISTING CHAIN LINK FENCE ALONG THE SOUTH PROPERTY LINE BE REPLACED WITH A DECORATIVE FENCE INCLUDING MASONRY COLUMNS AND METAL GRILL WORK; 3 THAT A GATE BE INSTALLED ALONG THE SOUTH PROPERTY LINE TO PREVENT RESTAURANT PATRONS FROM PARKING AT THE SEMINOLE BOAT RAMP (CITY-OWNED) PROPERTY; 4. THAT THE EXISTING CURB CUT ALONG THE WEST SIDE OF IT HARRISON AVENUE BE REMOVED AND REFLECTED ON A REVISED SITE PLAN; 5 THAT ALL SIGNAGE BE INTEGRATED/COORDINATED WITH THE BUILDING ARCHITECTURE AND ALL FREESTANDING SIGNS BE LIMITED TO MONUMENT -STYLE SIGNS; 6. THAT THE FINAL DESIGN OF ALL NEW BUILDINGS BE ARCHITECTURALLY COORDINATED AND CONSISTENT WITH THE CONCEPTUAL ELEVATIONS AS SUBMITTED; 7. THAT EMERGENCY ACCESS BE PROVIDED TO THE SOUTHWEST OF THE PROPOSED RESTAURANT/RETAIL BUILDINGS, TO THE SATISFACTION OF THE FIRE MARSHALL, PRIOR TO ISSUANCE OF BUILDING PERMITS; 8. THAT THE COVER FOR THE BOAT SLIPS ALONG THE EAST END OF THE MARINA BE REMOVED PRIOR TO ANY BUILDING PERMITS FOR THE ATTACHED DWELLINGS; 9 THAT THE BALCONIES AND VIEWS OF THE NORTHERNMOST BANK OF THE CONDOMINIUM UNITS BE ORIENTED TO THE NORTHWEST, AND THE BUILDING LINE OF THE CONDOMINIUM ADJACENT TO THE RESIDENTIAL PROPERTIES TO THE NORTH SHALL EXTEND NO FARTHER EAST THAN WHAT IS GENERALLY SHOWN ON THE SKETCH ATTACHED HERETO AS EXHIBIT A; 10. THAT NO AIR CONDITIONERS OR OTHER MECHANICAL EQUIPMENT BE LOCATED ALONG THE NORTHERN AND EASTERN PROPERTY LINES AND THAT THEY BE LOCATED ON THE ROOF, TO THE EXTENT FEASIBLE; 11. THAT THERE SHALL BE NO OUTDOOR MUSIC OR OUTDOOR SPEAKERS AT THE PROPOSED RESTAURANT ON THE PROPERTY; 12. THAT AT SUCH TIME AS THE APPLICANT OBTAINS A BUILDING PERMIT FOR THE PROPOSED CONDOMINIUM BUILDING, THE APPLICANT SHALL INSTALL LANDSCAPING ON THE PROPERTY LOCATED AT 301 CEDAR STREET (MORGAN RESIDENCE) GENERALLY CONSISTENT WITH THE LANDSCAPING PLAN ATTACHED HERETO AS EXHIBIT B (THE PROPERTY OWNERS OF 301 CEDAR STREET WILL BE RESPONSIBLE FOR THE MAINTENANCE OF SAME LANDSCAPING). 3 2 PER CCDB CONDITIONS OF APPROVAL PER CITY OF CLEARWATER REQUIREMENTS PER CITY OF CLEARWATER REQUIREMENTS REVISIONS RRD .... RRD .... RRD .... DRN. CKD.APP CLEARWATER BAY MARINA SITE PLAN CLEARWATER PREPARED FOR: FLORIDA MARINE & RESO DEVELOPERS, INC. % DONALD L. HARRILL 670 ISLAND WAY #305 CLEARWATER, FLORIDA 33767 Phone: (727) 462-5282 DATE: DES.: DRN.: RRD CKD.: ~ SCALE: 1" = 40' JOB No. 30220 LLOVERAS ENGINEERS Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N. BAU R & STEVE S,' " SURVEYORS #LB 0000208 PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 NOTE: REFER TO SHEET 2 FOR COPIES OF EXHIBITS A AND B REFERENCED HEREIN. 5 SITE PLAN 30220 JOB No. I \ 0' 20' 40' ~ . SCALE IN FEET Ii U ,,;,',/ / /1' /} hi I f~! .. i: .~ }.t / f/ J II .. /? ! ;// 2 STORY ;;1 I II/I WOOD FRAME ONE STORY :J If I tlf/ _ _ CONC. R_ET_AlNING WALL,,_ (GAR. & RES.) WOOD FRAM~ t..i:',; ,0/,! '-'r -- --~" If ! ?-.t;ff - - - - i - - - - - - - - - - _. ._. .-. .":'.~:'..""".;~;. '.~:'''=:'-.-: .....:....::::..:::::..:::::...:::::. .::~' "-:-C'.:::::-.:::::'.:::::':::::- :':' :::'71 '''1 23"0-- :J-:" CW"," 0 ,-' ~"'-: ~ '''' 0,. I f / / ,~ -- SHELL=-- -- ~ -- ! r--H-------c:~=~=:~:~-{.~~~:.~~~~~~0,~:,~=":=,,c.:~,,=_,=::> \ !\ ~ D..,,' ~~,~_O~-,'''' .f\ _jH~~-L/I / ;1 ., . \ ~ ,....J' ..." .....; ...~.. ",,w'~---- . , ! f;1I !F-"''''i'~::::'-''''''''''::''-''fT::::'':'':<';'~:''''':':''::::''::::'':''::''''Fi'''''::''::::''::~~''::::''::::rf '-''''''':::r''=--:<''':l!'''' C"::'::::"="'- llrm'''~"'''''~l'r''''"~~'''''''''iT =""""~~"!r'~~"'1 ; ! THREE STORY : ! \. :: ; 'b ""0 \- (' \ '-'-1SP"^.':~_ '0" ...~~~~:.. ". / / / /1/ s':: II IJ :\.,:: j . L: ,..:: r.........1 '1,1:, \. --'f"" 0 5"5" '1- .. I, 1" Ii .. lj I l., h U : I' ii METAL BUILDING I \ .>"' ,.....' 0;; 0" 0;;6.9" ;,., I i.l: f/ U,' ~ FACE OF SEAWALL \ i ;i i M~fL SJ~~1ING i (BOAT STORAGE) 1 x \ I~ lOb .~,~~~:~t~~:..~:~;:;:. ...1~~~ .... ~~ .:::: -=-_ g" \, - / \7 /:~; ii 11 ~l ~:::.: 1 ~ ""u.___. ....... : I \ :IL.:...::. - - ", \'. ~::.' ~-:;,~\~. .:::;....~ ::..... \.. '\ ,,/ .f,~' ,//.,!~:) ,.:,.'1":,,,:1 jj I' ;.;.... ..~..._..........~-..l........._-_.............._............_--_.......u~__..........i ~ \, L.. .... "> ~ : \.....,,"'.;... '1,,", ' . :; !:. I ~: ~ I '\ ": cD ...~~~{. 0:'" .~ f :~ ~J ; ; f 'f; ;. IS ! ,! r \. \ ~ ': ~ \ .1 II / ' i,' !'; ii :.......j!~ ; (L.. ........... ---. ..... ....... ---.,.. ..... .-.- -- "'n "l !........ ..... .. \ ~ ! }' /.' I : f ,'!!; I....... st .. If. \ ! I I' ,I' J '. II ,"-' :::::::::::: ':::::d H I 1 "... ...... \ ! 0::: :) I?' j if Iff I ;i ,............_..........~-_..........._-_......._-_...............; CONC. I i ...-...-...-.,...... 'C1.00NOC' \ ,I I f .tv II I i;'}i t\ i I "'-'-.-.... -'. WALL' \ i" '-1 I I , /i (; ! fit : f / t .. .. "-.. ,. ~...... ! 11 I, / 11/! j\ i... ..... "m .- .... .... ~ ~ ..... ..... _. - ..... ..... m.. --- ..... ..... .._ _ ..5 I i: I I Iii i i II'., "{ \ J i ' f /! ! ,:f/ -..... .wj 1 /1 I L; i i i I "', I ; / ;1 II ! /.~; ..-----~ ............ .............. .--~...... , ... L: : : : L II \ '\ I ; ,J j' ; ,If I , : H.., . I wl :::: .. ... .:, " I f :!Sf : - .-....... _m.... .......- -'1' ,......-ASPHALT __ f.... --~.. ..... .-.. ..... - : .... -..... -~~., .......... ,1 ( J I "I" '!'f I' e'" ..- \1 ~ i ~H~~~-- ~~~~~ - -... ..-- '--... ..... - -... ..~ ;--..: ~Ji \ \tr :t. -.- L. --i ./ ; l / //!~ 11 I METAL BUILDING ; : : ~ ; ,; / t ' !/!! ~ .....-- .........!I '(BOAT STORAGE) l : i ) ~ i15'" :, II; I ;,; WOODEN DOCK .... ........! : , ! X , '0 !; if! I '!fl: - BOAT BASIN i: 1............ _....~ ...... .......m ,_.. "'" _ ; ! I ;ONE STORY; /.-'/:!! ':/i/ ; : b..:...~:::::. ':-:::...:'''''' ..:::::..:''::..:::::' -:.... ..... ~ _ R.~?:.~ L1NE~.. ..... ._ _... ..... ..... ___. __ ... ..... -.. ---.. "'m _. ..... C': =.' .:::~._j: ~ 4:- ~; MASONRY; ;-'.1 ~. / ;:/1 . PUMP II 1 'I Ii RIM EL. = 11.41 : ~ f 1 ! Iii S '~":~":, I ON Ii I i ,,_.............. INV. W. ... 3.95 '-1" '!-, I ~,' IUJ :i:1 ' , I I' < J" INV E 5 20' '. ~ . i . .,:::~:::~~, 4 CONC. If 71 WOODEN DECK '" ..~ -- ..... ..... - -. ...... ...... - .-.. ..... ..... -- ..... .......m ..... ..... ..... -. -.... .......m .--- ..... ..... -- ,-.. ..... ..... -.. ..... ..... - -.. ..... .. 11 INV' N' :. 6'65 \ \ \- ~1~ ~: i....., ;111 '~~": , SLAB!! \:................. . . - i . 't'!,' 1 '. ; ;aJ 'I' i ...:;:.. is . : ~ 5', I 1I1.~'f ~ ',: ...::;- . . i ~: ;:, ;? ,: l( : LTP No II i t..........- l . I' ," 'I I : 9231 0 ' if " "!:"TAL POLE IFINA l :; ;: .~, : !s !';:>i ",! I GRATE EL. = 13.97 " ,...;:....... t:M~I' W ~l ~ /... 1/ . ~.: " J I ';1; INV S - 1221 (WOOD) r-..,-,'<:~"':" -'-,. GAS SIGN (20' HIGH) /',., . ........-- ~ ,r 1 /;~ o'! ; ( i; . :~ \ . . - . ~ ' """ ' , - : ~ , '/ ; /. ::......, .( \ / ; '~.-..;::...... ....... '.. ....... .... . ~ I / ., / ~ I' r ~ Q) \,.. : . CONC J - ''':, ' '- ^ '-, ..... I I SEAWALL "...- ~ .; . (, ,..; I ,/ . C)1.' ,.. ,f " . ; : ,........ ...... .. ........ ......... I I .......~.. .............. I' I "" :: ___ _. --... ~.. 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J.. .........-.:~ I! ~, II \ ......... ...... p.............--- I / /'.~~.: t {( .' i'~ \ I .,": t ~E:'" I f- "~...;OINh'#{"'N T'"...,~?"'''-O''';;q''''t.'^^'Nr:b;.-.nA.o^"''"^''...J."h-,........h:OX1~ ,,' : fj........! ' , "~." \ ....:-... . oJ , , ,..... ,~..... ... .: I" ;.:'_ ~ \ . . : ~ S : . 'XISTING OF'" . :... .: {I":'. 4b'" I ... ' L7T7P89N1o'(WO'OD)~' / / I ~ '~::"""':~::.. 1/ ') !.j II } I -""1 III -- ..... ..... ..... ~ --- -- .... ..... ..... ~ - ..... ..... ..... ..... 'm_ .- -- ..... ..... ...u ~ '- '- ..... ..... ..... m_ -. - ..... ..... ..... u_ - -- ..... ...., ;;........_- / EXIS~NG / ~ ~ \;5";; " )! Ii \ i in! ,! ...W'?i; I :' GRATE EJ. =i '14.581 l ! ! \. 1 i \~ i Ii i ,j 40 I / / j' " '. / ' "... "'.:::!.~ J , , / . 1:: / ~ \1_.... I .~ I' \: ~ .. I' { . 4~V.'1. , oS If. ~ ~ s : . -...: . :.... { I i'i ~ , ! ' "'... I .' / I , 0 "~~.",t;qc II !..r '! P LIFT STATION U'f':"{:-:""-".' if \i: ~;i.:1 ....... .. /I~:"'>.~. * 10.6t>. . !'. Iii>. I I') l 'I " I ; 1 ' I ONE STORY MASONRY ...'~! I I ,: I ~ ....,.',~, C: Q ... , 1 18 COVERED BOAT SLIPS I l..._... " ^ / f ,>' I I' Ii /1 \ ~ :: :p EXISTING i"",", ! f, ,\<oJ. I I\.! ; \= ' 1 '.. j ! !,:: '/0',',1 :! O ~.... I' j / ............ ,,,,,, . I' l"\ IL /'\"" : HI I.' ~.. S ~ <<-=.. r-'Allo~,~ .. . . ~ ' . f ' BUILDING, FF ... 6. 9 ~~I I I: I I ~-4SPL' ~":~",:: S/."'. 'i i!i I,' ~ ' . ~ I!~ F 1 ~ ,; , ~ DETENTION ""-' !" ,..(fj'1......,." " " \ .... /~....l /,f .' I '~~~.. I Iii / ! , P-4R;~~" ____'~~..;::.'::~W.<fl..' II I [I SEAWALL ! ! - / / / / /....~~ i Ii v /'\ !:!! ~ AREA 3:;": i ,..:: '.') I.....~.. ': \ __ 1 "b'''';''>l6'' ! J / ! ,.....,( I I I F\/j.,("\ .. ..~.. c.. I .: .~ ' '/ / ... , l ~ 1 ': \ ..,. : f' E"X' ISTING 0'1 . ; ~ ..... .. , "J { 0 I g , -.....::,..(. . , : i I.> "'." , ; : , : : .~.... , ,', n. /.; >: '. II ,: I : ,3" , / ;'. (/ """'" ' I, ; ! '.. l / I I . """'=::... ': ,. ~:....~~ .~,.._..... ............. .......... ................ ..............~_ ......... ................. ..................... ............ .. .:. / -.1 ~"",,:/.: ( . ,...;:: !:... ; , .... J ! /' ......~.....f:". """"". , ( ; , ':::., y, .:. ,. . I' . "! "': ...............:.........~..-+._...........I.- :.' ~......... 1 '. ( <:> / ~ 'tj' .. ,,'1" ,'. INV"W 130" . :,. I" t--" .~ 'f" """" ---~ ""-z / ! ! ~ ''''~':::~,~:::..,' /;'" /,~,~12"! !!! 1 1 1 ! I ~OO LINE ~ I 1 i )' I I : i 1 1 i ji i I ! 1 l / /;' / i' :r-)I IJ'; ,,'.w n iii!!/ ; ! !r-""",,~ 'IT R ~~ ! Jf I 1/ ! ~)/ !I """ ....,....'/ / i /! -..J -" EXISTING DBDI ~....j lb. -'=-~~" I: /1 ""',,) I I I 1 , ../1 i ~ i i If! i 1 i I I: i ~ i t' ....1.6....~ ..........1 ~...~.._.1...1:...._L_..;I::............. / /,/,: / /.............J.... j !,' J~! ; \ Ii;!: ! ~ SO' f l.......... I;! 4"1 I / I (1 I ,Jl! t' "-"""1,1 i I ; w;;t '- GRATE EL - 5 29 ~.... I r I -...,,,,, " "', ". , .:, :: ........-.: -... ~ :,:, r '" ... - .., ., : I: . /.,/ )'1 . \ '. . i"'." , w..... 'I f '''''' I ' So a.......: : :. : ; '" " ,', . I ..... . - . --<. ~ h ' i~ '''h. ;; .. ""... .. ,....-. " ,.....................- ;" f l'<'~ ; .1:)1-:'14 \ "..-EXISTING:. MES' . ..-- ~"""'-'-;r-"'7-.---..I.v.. '''~.! P I J . , ~ "THROAT EL. E. = 4.97 ....... r! p t~ "'-'::::',::" /, /) If, "", /ASPHALT ,.....' ...'- i ; :' / ! ><<::::t;: / IV 1 I j~ ,: ~ , \./.. / INY =12..02..... . -1' 0 f -""Io,<J /;' / ""ft,., .I f ~ THROAT EL W - 5 05 ~.,~" h / . '...~J.. (,' !I '..., .. ....-.. ....-.. -...- ...."... ........ COVERED WOOD DECK I I, ...... '_......... t : f!. 1/ i (", y..:!..... ,. 1 . ..... 1/ "" I" ,....../.. 1 1 t 1 , . . - . ,.... I ~ / I"...... .. ... I . "'.. .., ......._~ ....,..- /' , 'I ., . '1;(\ '. , .-......:., ...... '" , ..... 3" "I I ~ ..... l f,. ~ --::;: ~ t '" ,~, , , 1'.... .....- .......... .......... .-' w 2nd STORY PATIO ,., ...... ~ . ,. I '!\I' I ' ( ..... .,....~ '.. , "'" · O~' / .....i(f , INV. N. = 1.70 '~" / ''l> I ...,::~ '~.'::... "'::',:~,;;' ,1"".,,' /.. / / / ~ I ...... ~ ;'{j j' I'! d.~!, ! J--"h,,J '''-..".., If ..t." Ii ,./....,. ! _".~. r 14"1:- CHERRY!LAUREL '" ~ I l.~ . I ........ "''''' II....... I ~.w,,*,a: ~~~.W''''I:.e.'''''.40'~ "-.1 t . .:\- \ " -, , '{ I ~,~ I "'0 ~ / ' ...... f' 'I' , .......... ,~.. -........ I r I,.....;:=:.... "'::-":=::./1 ~'I.. ...... .....M:. . . . . L' ' "....--....._.~..,..~,~---...-..................... "*..-:0.,.0'>. /...... '/... !: :Ii ,.) i; 'CD :\ : r........... I' 'i"',,~ f............./ : . ~......,: ' f ~ ) ~"~.~ . ? / I ''''::. ~:::::.'::,. '.r::.."":::.,,,,,. f """-...,. /tJ i ! : ! i I I 1 i ~; I) l ~ ~ ~ 1 I I ~ J ~ ~ ~ ~ i I ! J i ! ~ / ~ I : If ;~-- ~ ,......;...;:,:.:'7;.~::-~<'>{.:,,",:' / i f Ii 1; \~~ \ ! ~j L "....., ;' ! 04"} j: ...r'<....~A-<..J--.-../ ''''~' i ,/..............,J/ ,: J / / ~ '~,. L / ~ .~~:::.'::" '~:::~,.'::~, (~-...,~..., (9j i l' I iI, 1 ~ i i j 1 i i ~ J'! i i i i J 1 I i ~ ~ i j t.., -. -J ~ ! -'~ - ~~,...(.,.r~..~...~.:.;~~~~'>L I! !~!fo \ /\ "; ~ L ~';;tr''''t I~ {--.i t ! J' ; /"'..-.. / / ' ......._, J; t~ I ; I 0 ..../ .::::::~~. :::::...::~ //.... -..... ;;-0......; L t ~ ! ~ ~....J l : ~ f I' J' l:: ~ i 1: .1' .' i j : :/., It:.i' i ,..:.~:t,I1l...:..-...~u___ I'~. < i' !_ if. ,J/ ~ ..1 \ ....... I ' : :, I I :....<.., ,.' ""';;-{J I; : '^ ~(' ONE STORY "ETAL "'.:~, --'~~/o' ......_, -' -"':'" -.. ---....................-.-...:.... ...............- .";'._-' ....!............ m__ ..... .....:......;........L~. ~ - ..... .'"7miw.....:i.-:;d.---o~_.J.::~:.L.. . ,.' '-+-".;.ff ", 1 2 S7i '~'-~"i::'" ~ -.... j' l : :..,.ir'r , -IY7.!f"7 '..' '. '. \ -- }I ; ; I J / / .--../ / ...... .?~. : ! ~ M "~:" y "" '.", ~ ......_...~..._.....__...--..._..__.....~..9. "'A.... ~~ -~.~....y........_""'1- '.., OR" . --, \ ;--"'I>.J i '/CII ( i-. 1 \? "',' ,;,. ,... ',.....,. ? . '~ 1...... ONC BUI DI G ....:::::.--:.:... <.......... /..............1. ---.. ..-.--........":;:.........:::...........:::..~~:-I::.::-..I::..;.~=.:::...:::.::..:.:.::.:......::.:..:J ~7'\':::'''':''=''.:,,:::,':..::.-_:.:.::..::;..;rJ- ;,:......t"'..._: rrOOD ' f ~....\ \ f,' .:, 1/' I , ........:-....1.s> ! ........;i~. ' " ..,..;~........o;~~.. /. 7"-''''f.D 1/ f '~,:~, ANDC. L N ~:::~. "", ....," ........:-._~._........- ,..,..-'_-- ..-.._..._.....f:7'.i..Y _...-.......... ~nl -....f;'-, "-"'- R F'R,AlMl:-; {\,I! / II"" I: l.ft.. 'EXISTING'DI'-" \ /,1 ,.........' ! ,........, 1 ",...'24"~O" I I ce ~~-, ..~ ...... r ',. ; " ." ..,.... - _ .- .-.-.-- - .,' ;,.., , ~ tSIDr::- ~'c ; I 'f, .,jlf.J, . ! 1 ' ) '.... . i >'.... " /, ....')1 ". , '~~,., " 8"'''''0\'''' ""-' ~ " ..... .. .~... ..." - .~.._...-...13.._..~.--.~_...... ~ \ I, i : '\j. ,: <:..NCt I, 1:;'/ . I}: I,.,p f GRATE EL ~ 1472.....' J I . (.... ..,.,' . , .' ..,.... }" I . "'- '" ;"'~H}: /" ......... ...., I ~ ..........I.......! .........l_"l..... j i ilf, ! is !; /.../;, 4( 1 . - . "r'; .' rt.- ~ ...........,~ ,'l ~~''-'''''' ~'? ,;(4/" / f ~ ' "', I 6;l " ...- ''''''o' 18" , 11 ! '\ ," .,.... .....'.,.._.. : '11!f;! -;--if-' I i~'f:I! R ,. I NY. W" =;= ,12.49 ~ / ..Y~I'" 5\t ,,\l< ...,..J ,; ,........;.'......>4 . I I I ~ .;..... , f",,;' ........ (.... "1 0 -- . : ........!:) -....... ......... "-"-..L:;.J' :;': , Jj : sf If i~ l ; I' : I ~ 1 1/ , ,'Ij 1 ........... .V ~... '" .: I r..,....I,.N:Uo~ :: ! """-" " 1..#11 /.,. .' .....,-,. / ~ 1 ......' t..- .~.::::.,..--_ -.........9......' Iliff ~.~..,..,: I'ii,fen'.....;". / I,. !,:r j : 'It d / ,...,.<. '1i "-..!....., ! i;: r : ~,... j' ,-,- , 18""~ : ~'-''''.'''I'''''' ..-. """ - -10 _' '11 ' p;:::' ,: .~_/ -4..,. t ,/. II f ,/ I! I : /, ,,<'0 ".. I !"i, , , "-'... ..i;:.;i;~ ,:'"". / 0 , \ ' _...........-..::~:<:.,._~.. -..J fit ?-.t}.".. ,""",,~ f/ I If' 1'1 I/? , I ///$J#" iV (\ ........,.... t. ' : I L " ' '.~-1.fi ~' SP \ ~_..... -'- '-,"'-... .-........-11....... 1(( .,~:; / ' ......... "'>."""" I I' I " · : . '$1 " .'It ~ ",' f : ,~ '. "'- I /,' .," / - A HALT ...."_..._'~,:..~.. ---....~:,"'':''..:.:...:;-...12............,,:;/ /"j I': " ,',' " / -""::::"'~-,t.J // I )' I ; f ,!f>,.. ( r"'",,,-, rv PJt-, '. : f ! ra, .. ..,,-~ '. {,. ............. ~.." PARKING / r - '" .. -......1 3...- 'r / I, '0' , .' ~ ........ ~ ' .: . 1.':1 it} ( .,~" I); ;' "', I ~ ~...E>","I' ....~ II ~~-- ~-..14...~-....1...... ./ :~: /" ,............./ ...... , f ". -.,... ~............~: ~ I '..L.. l}'t"J1 T :.... -:0..........""" l/ ............., 0 .......... SHEFEL' -.f. +.., 15 .,/ \'~ /' I! . .............:L >6-.A.../ I Co 'A. . '2"'''''' f '"'' ".. """" 1 : ~ ,. "--~' .' .....[.,. , ' ~~' 'vCR. S "-. I -.... - ",;. '1:- ' . " ,,'....~~'....16... '>-17, '. Ii,':' .... ~.~...... .. t:rt 8' liOD!?).- '''''", _ .,., . I ! ""- ~ ,,.,--"-'-",,, --' '\ ,"'\ / / . / ~,."...., <.. CI( 8u. :J'}f ! /' , ; 1 I ;,: .... .... "-'" _. II.DIN,G . I \, r " / / ~". ~, ....~ . ........ 1, \ .." ........ I' ......1..... , '. I I ff/ ~..A .-...... ....,.......- ,........... ......... , ""'''' -' ..~) / /' / .... .... .'...... '......; / / 1.~"/ l / / f ",,/ . - '.." j f '/ ,./ i j , ! .' J N SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST f):~ ~ ~ 80' I I -- , , EASEMENT NOTE: PROPERTY IS SUBJECT TO A DRAINAGE EASEMENT RECORDED IN O.R. BOOK 101, 101, PAGE 274. EXISTING CB GRATE EL. = INV. W. = 6.60 INV. E. = 6.74 DEMOLITION NOTE: EXISTING DI GRATE EL. = 13.27 INV. E. = 9,89 INV. W. = 10.01 ALL EXISTING STRUCTURES EAST OF NORTH OSCEOLA AVENUE SHALL REMAIN AND WILL BE RENOVATED. ALL EXISTING STRUCTURES WEST OF NORTH OSCEOLA AVENUE SHAlL BE REMOVED. EXISTING DI GRATE EL. = 13.10 INV. W. = 10.82 EXISTING DI ,0 "1.s,o,y, ~~~~ 140 UNITS 210 PARl<rNG SPACES 12 STORIES OVER PARKING 2.8 ACRE :I:: SITE .', .' P' . ..... ~." .... '. .:-.~. .::' . .' I ( ~n ~"" .' . ...... ....... k nno. U',"""~ . ,.. 7: <~ . n~_~ _. :~=-~ -;. n ....~- -.- .-_. -~~- {_I'.-"o;;;~- ;;;t~~-- I ~ . .-----.-__ ~. ttL--~- ~ l::?x:J1 a;~~~~._.---_ "-~~'.~'__ 0... /7lL. .....:.-iM ~. .' : ~.- $~ ~"'. - -~- ~ ............---..- ~ "'-"~ :- - -~ .H...~ - ........ ~ . 81;,.... . ...~I'.." r ,(i.3. Gf4di): 1/>:t2'q-~~~:::-'" ::- " ~$-:'" .(flffZ!jj$~, " , I ~ . . .~~~/ @. $' ." .. ..... 4/d...q .~!.. ., . .-' .... . . I'A" ?iI/ill. ,-' 1f#..4~~ I , , , j \1 MARINE WAYS REMOVED AND ....- ...... TH 6 NEW BOAT ........, , - /(- -------= ~ ~-.l =:::-:--- "" .r~'~'~c._._-~-".. \ ~ Q '1TI ,~ l\11l1\ r' , j-,rj . ',' t 11 J 11,1 I dill I ~\i" I\l= \ \ \ \ " , . . .---- \ . \ : '. :. r I I I, I -,- M ..:Jill ,~ /' " , . ,-r- IT I /1 , ' ~ i A~lI ij4J i I ..u iu i ill I "J..LL I ,LJJ 01 ~ ~.. "7 ~ ---..::J ---=" ----== J ~ ---.:: ~ il j 'I '" ,co:::::,::: ~:~:;':"'" '" " '" " ", ;:~:i~~~iRri;Tg~~~:f~3~~~~~) ", "'~, -~.,,,c "'" "~:::_ ,.j, t;J (~?.. s.U~!. : ..~'.& .. ...... w....... ..... Ic:c ! - ( ~.. ~.. #'.0 .~ ,U(J I ~ ~. '. .._..~~~... ~3It. IVO .- d4M... /'1.#'0:-:-:_ . '8 :!~~ ~ m" ._ .~ -- - - --- -- ......1 )-.~ ~ R&IOIftUJ~ .~ ....{~) .~Rrutrn,/er - IM~;.... ';::r.'. ., . T. .. ...~. ...!. r:l -.. -?"!':-1ft,~-:c"--.;....._..,t Ie I ,&~ '. h ..?___~_. _._"'1$_2.3'1). \. l =:,:ll:~~~~~""':'._~~._.;,. ~, " _ ~,_, ( .,;;.j;';' ';;::;:;: lot to *to . IN...... All ~ eo .. I . ~. ~...............". -;--..~ ~_.""" . . .lIio~ .,....,. ..... .... ........~ 1IIwjl.... -. - will M1....... . ;'~,,""'''''''_''''''''''''I, .........~.._ cl__ ~. ..:...-_... ._._..~ ..... alWl' lI.nll"""",, , . TREE LEGEND 1 1 /2/01 No. DATE PER CCDB CONDITIONS OF APPROVAL REVISIONS RRD .. .... DRN. CKD.APP. f~ ~ '. '~'~~L'. '!r ." .... _ 'I'~ :.~~~..... P' t.. ..... .- " , .1..... ,.. 7. c.o EJt . . :t.:J...~f:. ~ .... .~.: : . ' ~ ~ . :.. .:::;.. :..., ;,.":,,.. '-v.~":"" '.~.... .. .' .. .~. " . . .... .. l~~to . lOa... ,..t:."e"~: ...-------.; .J_.... ..... 'fNt........ ....,,,, ~.. wllhlIto-,",,,,,!f ....1K.........lIh\il_ _' _~ ,a,.. . s.,_ .....-__ .......... .. .......----...-----... ---_. : SYMBOL DESCRIPTION o OAK 6. PINE o PALM * CITRUS o OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 4" D.B.H. OR lARGER HAVE BEEN LOCATED AND SHOWN. CLEARWATER BAY MARINA EXISTING CONDITIONS PLAN .' ......'~. h~.' ;. '. ;:-;:~..~~"t~~,.:.;~;. /"" "... . :.:'. .. .....' I J .... :'.. ... ". . ......---- . .:"'" I~ ~"""".1k ......,.;uJ. ..;r...... airI ~ ~ ........"........., llC~....... M1~"" "" """'" .' "....l-;5H. ~~....... ~...~ ...... "'" ..... ...-....----. . .'-. .. ,.. : - ...-..-. .--.":":...... "-. ......~...... Jt14~ :-.~ 3')1 ~ Sr; Q.W"1It.~.ft- I ~ it/ '.'~" ~ j'~~ .~~..'.' 17;4'" . . .~.~. ....... NOTE: THESE EXHIBITS ARE REDUCED COPIES OF THE EXHIBITS REFERED TO IN THE CONDITIONS OF APPROVAL SHOWN ON SHEET 1. INDEX OF DRAWINGS SHEET NO. DESCRIPTION .. \- 1..................... SITE PLAN 2..................... EXISTING CONDITIONS PLAN 3..................... MASTER UTILITY AND DRAINAGE PLAN 4..................... RESIDENTIAL AREA LANDSCAPE PLAN 5..................... COMMERCIAL AND OFFICE AREA LANDSCAPE PLAN ENGINEERS Phone: (727) 784-3965 29228 U.S, HIGHWAY 19 N. SITE PLAN JOB No. 30220 SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST N , , i I i i ; J , . , i i! i i i I I, I: Ii II I I f , ,. f! N PROPOSED 4" POTABLE WATER SE~CE UNE PROPOSED 4" POTABLE WATER METER w/REDUCED PRESSURE BACKFLOW PREVENTOR DEVICE .h ',. Jff j :: /H II! .,:,1 /f! /jj' :(' " !/ ! Iii! ~i I ~ : , ~ . ; t { l. . :Ii l , ,,\_\-\+j--h..r-H+..--......-...-... .... k'<','\ \. ~ /i ! "(.. : t ....1..... : i --- i DREW Slkf.t.l " :: r < . \\ \ PROPOSED COVERED PARKING (TYP) }) 1 I' , /..../ ./ kPROPOSED FIRE /::<;' / HYDRANT ASSEMBLY ,.' ",o~ __ ~.;" / --- ..-::':.:::::' ..--:::.;:.::.::':.=--.. ::.;:'::::~::: ..-..... ..__...........~,.~=_-::~.:::~~~~~::.>. .. ..... ..... ~. .,;;'" ..... ..... ....--~-;;;;_... ...-..... ..... - - -..r... _.~. 6"W" .~._.. ~ r' ....----~.~.....- .- ..... .....-_. '" ...... ..______:::::....-- , PROPOSED STANDARD \ \ ; \ i. " 'f CONNECT TO EXISTING CIlY OF CLEARWATER 6" WATER MAIN PROPOSED FIRE DEPARTMENT CONNECTION ;. l/ /11 ,I'! Ij ll! I; 10 !: ':' ,Ji ~,'f i ./ ~/f ! !! (Y,I . 'if! ,f i; i'i' ,! f /!/ ~ /i / /1/ /, It 2 STORY~~ ff! ! /:Ii WOOD FRAME ONE STORY ___ II! ! c:J!;f' (GAR. & RES.) WOOD FRAME -............. f:! ! ~!f/ .. 1rY' ~M~" I 11f' ! ,'/j/ I' r..- \... /~~CEDAR CLUSTER 0 1" ...,; hi: NIL / iii' I' 0': ~~ 41 I:' .~ :; I ~ 0 CHID 8" ~..; \ 176 ~ ~ !~' I~ -x........._"'... \ ;\ ;036" ~~~'~ j ._', 0 \ ^"" ~\ !:! /i ! h~' : .1' . .^~..\.\--~..... \ ~!:...~_:- _.....<<L..c. "'l"'" -;/1. ;;t . · \. V. . ..\1.- - . ::J" R'\j",. . , ,': , 1 , '. .. N .~ ~.::t f /h I T <RE ~ WO~ ' ! I '. ,'b "'0 \ I 'ffi?I'J'l-\-... '1F 'fi+ ! ;;; i :ji ~. ~ _ I MITALBlILDI'4G :"" ;'\ \' .."~'."F.;..1.2..J\...-rlO"~~O.ls':)1i'.12~9.. ',~.:':!' ./ /:;,: PROPOSED 6" DOUBLE i (B )AT SnRA E) '!'l' Moo.. I!!... 6..0_1-..-. "- p:tnU- """ IT : 'of'. . :.ii ...f!llpROXI....&~ i X 1_(.1 Li"\ ...,., __ - "'1fr ~ : I~!: j ;/1l DETECTOR CHECK 'll . ElEvATOR'!;;' ! , \ I,. - ."",,-~ '=~~ft?"<'...., ...':.;.:~~..-~ : if:' f :'!ff il ~ f r"HHlDCA"t"---H..;-"HH:-..-",~~~V..,,;:~---~~- Lfie-- ll- ~'W- '>: J~~~'~~.~;\/i~<~)r 2POROOPOSED 6" 1\ ~ i .. .......~ .. ....1 r-j ~ --~ '. , '. ,) C ~~J.r'hJ /;/ f;;t PSI FIRE UNE 1.1 -........- --.. .._..-I.l.....~__ rEb -...... 7""'r--.- r___ 1""'-1-.- 1""'-i-IZ' ~ 1/ { ..... ..".......... /,. ,,\, r/-.../ /,-",,1 i/!?i'J...: .!/rtf!f!--PROPOSED FIRE I 1 1/ 1-....'".. y ~ \.1 '~!~'.:/ (fj DEPARTMENT CONNECTION ~ '- ,tl/" 'r! J ' " " '-Lf!/i--i 'I C::~.'.' :::::~:~. ........~= ~_~..........~. ~~:::~ :=:-':. i&6F 1 ~"m - , " "" -.. ""'- _ - , "'" - -, _ ,- ~ ~ ~&r~A~~~ -r "'"" i i '\ ;/~~! I'I~/' / ~~{;! PHYDRORAPONTSEDA~FlSRE~B' v EXISTING BOAT MARINE WAYS "ii l'!!W' / J...=-,... : ,...................,--....,,_....,-_....-_....,-_..,--,..-: I 'Ii ",! ! J \~'.J-~1 ;>~~ l ,Iii /l? g=TEW~~G~O~ ~~r-LA6~D B~IT~E~~~i~/~gAT-:::=1 ~ -7 ::::::.....1'-':::~~ I ~:::'::'~::::::....r-::....W-,:::'::.,~ FllVATOR""TE I ill rr == h "15'"l/t / /4~/ ~ ~~{~N~L~~ SLIPS ,t...... - ..... .... -........- . m.."" l ., , N ./ \, ! I: ! I:! {Ii I ,..: INV. W. = 6.60 C,,=-==- m":~:'{J_-:~::~~:""- ---C"'~~I~"~~~"'TO~~m~ R~~~VATED;;C-~~;; "..'~~_C;_~ =___J~ ~~- / ) I ~I ! r' _ i ./lll $/ INV, E~~~:;:DI_ 1327 ! (FOR USE OF CONDOMINIUM AREA) PLIRFTOP~~J1DnNPRIVATE- ~~ ~ ........ /' " , 1,'/: ----...j : 'f/ ~",/ :' !:i.!! INV. E. = 9.89 L__ __ _ _q,_ _ ___" (17 SLIPS) "'" ~EAWALL/'fr~,~ ,/ \ JH-~HJe:l!tJ!w-JiL_ E:~~'=~ :, 10.01 ..- ..... ..... -.. -... .......... ..... ...... ..... -. --- ..... ..... '-. -........ .....- ""- ..... ...... -.. -.. ...1 ::.......~ /V / A '}; f/i7':7- :ill/iff! t;Z if; ~~T~.E: ~0.~~.10 h ~ . ; ~: 'i, $ :!~ i~: EXISTING JB g... ~_. i' ; f /", ~; i ; .i(.&J (i EXISTING FIRE HYDRANT ASSEMBLY RIMEL.=11.41/L~.. -/' \ ~/J"/ .'fji :::'-.] d ~ I'"~ INV. W. = 3.95 If\cu ~..../ II ~ ,;. ! i i i ;ii~ !?,1 EXISTING 01 <"'" "" /; INV. E. - 5.20 :: ~\-_., \ ; -' 1/ ; >;-' \ i!~ <U\ \ GRATE EL. = 13.97 . i' "'. """" ,/,i I'. INV N = 6 65 -- .. .} , ,,~" I' ,,.. ". " . I ,. , ' .. . , ).' . ,: . i . .....,- .',.., INV S 1221 ' PROPOSED ""'" ....,,,./ \ 1/ Ii II....:: ~ .' --'./ I l15"'~' L f ,: i 'I '\ I; '?-.,' ;'~r. /:' =,' . / I, . I / /,' / t ,1;: / ""'\ \..-j\ II I'x . EXISTING JB -::...L::::::-- ,," .... J'~ '. -' I; i 1 \ Ii i 1,<:..:::;.."....... J. / N/'.....'(m...--...-,........::....--..---.{.............--...i......i.....-~-../m...-1-._........t...._..........f...............J.. ,f,." ~j GR~A~E TRAP '. ..." ,.. H - "P f : ~, ,., : , '''--. ..........--..............,. ...._~ * ..~ .,. V' ~ ;/");/,,'" \,,~( .J(! // <WOOD DOCKS RIM EL. = 5.56 11/<....... ;' ~ \ -~.i.~~ ._--.f.--..'! i! j ;~ \, /; _.- ....,\.,~HO[SO'N'\..o".,.c:,'-S.."=-T..{"'R...=E.hv.'..v-'".&,'""-..-')'.".='--:r'.."-._w...."7,J.,2,.,.:...D"-e.:~.{:.:f~~:::~--i,;'~12'tDe <J II )I/~U St~'/ (~) ''> :~~: t : ~..~~ \:" ., .....r18"b~::_ =~:'::'~"l. -V(':;:12" t9 ~ ..''''~'':''~}~ ""-P'-6';- t .....-J~f,..."..rf0 -~ ..--...... ;..... ---.. '" \-........ f -.........\ ../..-~---/~_=.::....;;:l:;.~:_;~;:;::9:::::;-F;:-T~......7~..'"',lZ:....--:~\~:~:::.se.f,,,,..,,.;;J--,,..zt~~:::;;5.,J.......;.........se PROPOSED 2" POTABLE!I j ;/\ /(PS""''( /1 I) INV. S. = 3.29 ':... ..~...._1 .... n....\../ ,. '.\ Ir;; u;r....., i Di;U....-...'J24"d'! ...1l,"D~:~ ......---.~.:.-r,::">~"'^'7" I / : i \ ) : . ,. t! 0.:: : W'A'JER SERVICE UNE ' \.. .., I ' /', i.,. " " ~~',.I . "" I ~~, ,';';. i. ,r ;;"'~""'" . "-"Y=::j~;::o)<'5e"""--=-""""", '''' ....~, " I , ,tv...... 1'\ lj / / J i.....\ "" \ ....'J'( 1/ "'Y' .A.I l\ ...~ ~ ~ i.t.. <%::~!,:,:,-'~";?j ~. ~:~/.'~~:.....):.~.,{.~~...........::;.,:-.~.~~.~~.......~...:.:.:...-:.:_.:..~!~~.._.:.....,..'.::~:. '::t.._:~.::...'.:.."...;...:=......_':.~.f.__.~~...::.~....~::~.?km~we'n.L.~~.,.~,("...~... w_,:~:'~'~":'_;'~...._,I..._. 1../ / / ,) r"...... 'e... \ j / J~... ..._ ~ " ~~ "~1\T e--;/ ;: O'P"" (""\! j" Nt H ~: U:...: -:..:;....:1 ~ ""'7<"oV'~"":':~':'; ~,.~w,-.- ,"/"..- ---_. -.. _ ___ _ _ __. __ _.-__ __ ':(:""", 't' ....<~~ .~ "'1.-- -. - U /j )/\ v" (, PROPOSED STANDARD _ ': ",/' !\\ ~A'l ';;\ '. -:; .~..:.... -.-.., /' .' ':~.:~ __....:...;......=-_ 'Wo.........f,.. y.a~....\-- / S'" '....., ~_.;;-.\..u.....__\_..u....;......... J I .......:. ! l! II '.., ",,_ DROP INLET ~~ ./ / ,I. \id" \ \ fr/'fJ':" ~ii \' I:,' 'i' I ,-CONNECT'TO EXISTlNG- C~-O~:";':;"'I"Wo-=19 11. .....il.....:'-. i t.._, / '---; " (j If' {"~I iT - - - _ "'" "'" "" COVER OVER - SLips -TO - BE"REMOVEbAND - - "'" ,'." ,,'.' - -l i.r~,' ""'~ " 1\\ / i+,. ~'~~~.~\,',5"'\~;y'Nll ~.i.i \,/ IiI l:'\\ir.~:~,9~E~~Th~ ;F~~TYi\Mr7o.~ 1 .r,} I A ""b ,iO / / / ,'l"! I" P ._~..1 .. ~ , ,,'t. . f't'--t-! 't GRATE EL 1458'" I ,. . ,., i If, f (..,.",,/ Iii SLI AREA TO BE RENOVATED PROPOSED"SMART BOX" !ll ,,_.., / ~~ _, ~'): ,! !:~ ~~ISTING $ii i'~ EXISTING r:;.-::h,6ttoj,..&....y,....I,NV N =' ~066' '~,' =\ i , '1-.,! ~,s'b/,/ f j (20 SLIPS) . ,:--.......~.J . ~ ~ ! ! I l-IFT STATlpN : I DETENTION " e<-{ '" . \' '., ",' . ill..... /' SEAWALL DROP INLET i k:;\ ~~ /~ ~ - / I :: / '.i J I i I ~ <r[\ !if i L 3t;REA 3*! /l~'~'XISTI:G l oj....... P~RKI NG 10 \ '{S'b / l ", ""0 ~jf:::..:--::::F.:F-z(~:::.:::':':~::.;:::~-:-,:.:"::::::-"--:r.:..::~12::9:...,'-l.=-p::.:y.:::::,:::..:~,..z".'----r..c:"l"'::.'f":::::,..,"=-=-'''':.:..;'''':::.J'..:::"''''......----....................-. - r\::Ji~.,-- / r-' l , ...../ ""'7" 'Il f;7 i~...J,'1 ~i; I. ',(1 f fr'....CMTE EL. = 1912 ..: '..l ;' i : : I.. It ~'f' .;~f 012" i ii, i i i I Ii'" ','" 'T i -r" .... r' ... -1 "'-('" i.... T' '''-1; --1 .-. .... 1"" r:-:l.-.::::r:...:y:::' r::"'T -'" :::'1'::' i- .....,~Ill"" .,' ,', ..).. ....1 .f ,. i i~O '; hi.' i / / i INV:"'W./7' 13.611f i 1/ i .! / {. / I ~ lJ. ''', 'I! i i i i : I ; 1 1 i I I! i i i i !! i i i l ; ! I ! ~':" I ~ .^: ! 'i /;h.. ;: (; ':' I ~/ f ,........." : .?4",o.! , ~ : ...~: ,.-.....1 b~ /1 """"" I , , , , f I I I;". V ;;' , ! I ;" i {! J ,\ !..1I ~. .... ; I' / ~ . W'" ~, , ,MIoU :' .1;: !" ..' g '"'' If i VI : <i : / t i I ;' f ~ 'T. ~'O~ II' ,..1 , , , , I I ';" I L ":! I I J l...... :"'--H>-~'" "1"__+ ---t-... ...-...... ..- -t. f!: , I -"'S:; '11' '\ . ( Ii 'f..,( I 5:;"~ ~;, {'--', "'. 'EXISTlNG W'A'JER' ,/i' II ,'V ~!.f .,.'.,1 w:c;. , Vl ' ""'" ASPHA T .... .." - ... : ! : 'I ,:", '" ' , / 1.' I: '-'; i '. ';..u"." ( _ ' ) ~ "...._ 1"\ . ~ ,.~ . " / ..' .."." ....-'" . ...... . .: J ./ I f...~ I ! .1,,,, ill ^ ; ij'i!~ i 4 \. / (. , f / t-....,. '.. QUALIlY TREATMENT. ..' "I' ",f 1, ! ,/ oS ~ ""l'D ,f:~~.... ... ..... .-. ..-.' - 1,1 ;;;... ~, 1&' I~V ': "I' "."h! "J ""'~. 1- ' I t.J h """ ..... .......... .......... ....-.. .--........... --.....-- ...- -. ..-........- PAR KIN G TO R EMAI N _.:. . " ;: -,;J' -r- j i 10 ! 1:-. ii f ,..t.....~~1~.........,./', .... A~EA TO ~EMAlN .~ / { ! : C!r ,,", .... ..... ..cu' I I lh.... r;:.j";Y ,; ,'-1 fi1 .: ii~ A; p'" / -.,....",1,;;:, r.....,.." /, ....~~ Olf 1 l. l .., ,II - 'fK"'" - ...... .. . ;,." f i i Ii i I :; :<'.: f" 1 V : "-'." '-.. '/ .,;: 3". ~.; '4"~" .9I'iERRYjLAUREL '..'n j I ";, .-~...........~..I .. .... ..-- ........... .......::. ""'~..... j. k '. I': "" > 'qj " , t- f;XISTING MES r.....>.>~,_, f ". R; : f : //,...." /"l! ,':::. :::::. 1:'," : I ! I Iii 'I I I I ' i , , i I I /':;;:' _____ - .' ~~., ..... / I'; fl': ! 41 i/ !'" l\ ~Cj. f\ f , "... , ~,,~.~ l' . ? I , ~ 1/.. "'" f9""" ill, 1 I l' i 'I' I :.:',:.' i , i . Cb\/rRED WOIO/D'DECK<-i....../ ,::.:......._.:::---..--~_...,. ~~,:~:>{~........ / 1 ;. !~ Ii 41 '6-,:\': ~I ' INV. =12.02 .104! ;i "'7.>...... ,! !; f ~ ", I I . I . , 1 : I! I .:! I .v 1:;.. . . y '''-'. r- -. ..'.. "~'..... ": :LL: · Eli: \ -v ,.~, r<-,. I: '. . : ' . ' "1!,:, I : 0 ....-j...,.,~,.....,......:. i! . ,.1 i! I ! i j i ! i Ii:. i i J I w/2nd STORY PATIO...... ..;/: .-1~;.-J-::.. .;- '''''''<;/'';:'~>,:;,; I:ff f~ I~ ,!->'> \ L., 4..tr'~1 II ~__/ II ! h ,/ l / f .. - : I I J"nj'~" I'!... i .J:' ...- '.......1.' !:i.J : ..,..:...\:..-.-...... ,'.. >:::' :-J..' "i.: 6> J ' ........ / , , '" '"'' ,1; '{jj "1...,., / __ _ rM,,' ,....__.... ........... ......:.._............... .:. . " . .......: "':"/'_"1' ,..-....\..-... I: j i 2 STt .."'-'1'~-........ \ : '.1 if f).--. i /"~::J... t.;' \ \...- I':... ; ';' f l lX" .' !: I ~ ; -....... ....--..........-----.............. _..,_.jt:-;.;:t"............................~,..;r;- .:, ,';<.'-'- 'WOOD ORy I~""'''' i' II, ' j: , J ,"'",;, '~ " "',....,f. ..... / / ".?P . , / f ^' ./': .... ,! _, n...."..~:._....;,;.-,......--;:..::-- ..............::::(l..y ....._........7:::':.--:..-::::>-1".: --.;'1; ......-,.,....1 0 FRAt,/:,!: ,./, I i" :: ~!tt EXIS'TINGID"I'" /, ,........ ; /4j"{3Oi' ;;.' : ~ ". ''''',/ ~- ....- ...-" -. _.- ..~ ......-::::..~.....,3-...._. --.......... "j \ I.; :":(1-',.,....: ~E:SIDE:NCtt;.. ! i ,l!/ / II L' f; t)- , GRATE EL ) ';''4h." / /...., , .. i .! f 0: ........ I 1 .J... .........:~~_..... .1 '-.. .... ~_~:-.~. ~..__ "__ f ,>.' {:.f.!./ ! ./$ / ;J~""':'! ,i J';': _' = . "-/' / nty n ,:......";:./ ..... ~ " ,! '1., f ;' ! C!r . "'.../ 018" " 1'1 ' """"'" -', -......-.. ;., (If, ~, ! -";" < ,,1NV. W....., .12.29 ~ . .v_,. ../ '" "'" , , ,,/ j I j ~ .t.......,. ~'~ ~ , '{.... -- ........ ...._ ..."<c.....]...;1 f IiI f /; : ,;. f: f V".f f/! 0" / .I .. / ~ r ' '-""'< t); ...~, ~~;., ; / f::J: " \~: ,'" ........ - -..9....""/,i!, 41".......'.'..01: .'.'" /' In., - {,.,.. , .,., ;' lS""", \ .'.....,--.-/-.......::.;:.:.>:----10--!!if ::(jtl~ fi [!.J."'''''''--.i.. f> f'! !/ / ,t /'!;' . ""<'J A~J ~rO~'"'''..''''' f t ;! ; .0" \ , .... ..".-._............-.....~......:-............ .' I}) ^. .~l""""" .: /' . O(>.....!<-... ;' / / II i -,', ~ ..' ! : ~'V A' / f f I \. .. .-....-.......~... ........ .......... ..........~~.. "'11'-~ .".""" /Ii 'v /I""'" ~ ~" .: ....../ "6"".~, l : /.! i/' .' ! I:::" f'\, ii....... f : / "I,..... '.....................-;~::..~... '......~.....:::..-.::..:.:......-.::::..12......,............,..:dll .....'....; ~fn.". .../ ,1./ ~. . ~:.....?~ //! f I ! j ~( / /~~l'..... t),v ..oj...../ : ,,' n.". ..... -...... ........13......~..,..,. .,/ !-s:O~ ! /' ' l ,. yq.(..,~,. , ~~ J' I i I!Y ~. O(>...~/ nQ) {.... ~ -'''1 \5....'.' /// ~,f;I -s'....',/..... / p.~OPOSED STAN"D;R~';~"'~ l CONC~:' '2 s.7i/o...~l-'._.. "...-.,."::~~,.....:....~. //'''''''''',:1 li:.O "., ................16'. .:' ,,17....., ~, ,,1.1 ~..., 'T"r- '0.... ' , - .' ....... _..... j ,,:i f / DROP INLET - ~::>.. '. <.:; SLOC'r .. ~"'" . / " /or \ /..\ f i / ~,...,' k SUi \',' \..// \~.~. .///// .... ~...~.~/NG l "~,I! ,...".,- ...........-. ..".' "...--. "..-.. ......~.~. "'" . /'. ... ~,......~..... '...... J ............ ....".."....\ /" .. /j f .,/ ~., DROP INLET 0' 20' 40' H..H.J SCALE IN FEET 80' I >! ~ ..'-~... ..... ~~~~ .~... ...."..."....... .#.... .~~,... ...... ......... ...,~~~ ~#~~~ ~~... .... =-~:::::. ~:.:..;.:.:.:... =:. ~~~-:::':':::":'::':":':""'...~ -.. ..... ................ -:::. ::::: ::::::=~........= ~-..:. :::::.:...:::: ~~"'~~::~""'l:::.. :::~::~.:~.-..~:.~~?:.:...~..::::...:........ =~::::...._.:...::~:.::.::::~-:-:==::::.:~:::::: ::~-::..:::~::::::.. ..... ..._;.-:;.= ~:: .~= ::::::::~:~::: ::::::~:::::-.: ....:;::;::.:.. D~ "', 2,000 S.F. RETAIL AND BAIT SHOP 7,000 S.F. RESTAURANT CONSTRUCTED ON PILING PARTIALLY OVER WATER .... #. /:' ........._~ /. - ....:::.;;.~:... '..' ..~ ~'"--# #<'0...... ........:...::. :::::~::'~':'~';;;'...... :~:.?:'.:::::':::- x...._ ... :.... x ...~ CONNECT TO EXISTING CITY OF CLEARWATER 12" WATER MAIN vlel N ITY MAP I I \1 Not To Scale I, ii ij SLIP AREA TO BE RENOVATED (FOR USE OF CONDOMINIUM AREA) (17 SLIPS) [ ! i 1 ; : \ 1 ...~~~ ~ FIRE LINE NOTE : GAS OPERATION TO REMAIN AT OWNER'S OPTION DENOTES 200 P.S.1. FIRE LINE TO BE INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR. PROPOSED "SMART BOX" DROP INLET " ......... EXISTING DBDI GRATE El. = 5.29 THROAT EL. E. = 4.97 '" THROAT EL. W. = 5.05 . 6"We INV, N'~O "', PROPOSED PRIVATE LIFT STATION ", ........ . ONE STORY METAL & MASONRY BUILDING TO BE REMOVED PROPOSED STANDARD DROP INLET PROPOSED 1 1/2" POTABLE WATER METER w/REDUCED PRESSURE BACKFLOW PREVENTOR DEVICE ....... PROPOSED 6" DOUBLE DETECTOR CHECK PROPOSED FIRE HYDRANT ASSEMBLY EXISTING 6" CllY OF/'" CLEARWATER WATER MAIN GENERAL NOTES: , NOTE : WATER AND SEWER SE~CE TO REMAIN AS CURRENTLY IN SERVICE / .~... .." 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL = ONE FOOT. FINISHED GRADE 4. THE CONTRACTOR SHAlL LOCATE All EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHAlL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA. 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA. EXISTING 4,060 S.F. OFFICE BUILDING WITH LIVING FACILITIES ABOVE TO BE RENOVATED AS A TWO STORY, 4,500 S.F. OFFICE / 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. · SUB-BASE COMPACTED TO BEST AVAILABLE DENSITY WITH RUBBER TIRE EQUIPMENT 1 W' TYPE PC- 1 ASPHALT 62' 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. TAKEN FROM ATLAS SHEETS, "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR SHAlL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 19' PARKING BAY 12' 12' 1 9' PARKING BAY GENERAL LEGEND .... .... .... Sanitary Gravity Main Water Moin . M.H.~ ... SHEET NO. DESCRIPTION CLEARWATER PREPARED FOR: FLORIDA MARINE & RESO DEVELOPERS, INC. % DONALD l. HARRILL 670 ISLAND WAY #305 CLEARWATER, FLORIDA 33767 Phone: (727) 462-5282 CLEARWATER BAY MARINA!\t~,), ,', MASTER UTILITY AND DRAINAGEA~~~~kt;~t~)i \ "",4'~'''..., , ,.,,' '-')/' """'." "'r' "\"'~! .; ~'". (' ',' /d:..'\~'~J'o.~ ""r\'~'i-f PINELLAS COUNTY . ,/. ' "'::;;'..~; 'ffL' DA,j, DATE: OCT. 18, 2000 APPROVED r;lY:.c', DES.: T.G. Radcliffe DRN.: RRD, L.L. CKD.: -<< SCALE: 1" = 40' JOB No. 30220 EXISTING DENOTES PROPOSED · NOTE: AN ALTERNATE OF 6" SOIL-CEMENT BASE (300 P.S.1. - 7 DAYS) MAY BE USED IN LIEU OF THE BASE AND SUB-BASE SHOWN ABOVE (BOTH SECTIONS) IF APPROVED BY THE OWNER AND ENGINEER. IF THIS ALTERNATE IS ALLOWED, THE SUB-BASE WILL BE COMPACTED TO 98% OF MAXIMUM DENSITY (MODIFIED PROCTOR). SPECIAL SUB-DRAIN NOTE: SUB-DRAINS MAY OR MAY NOT BE REQUIRED DEPENDANT UPON SUB-SURFACE SOIL AND GROUNDWATER CONDITIONS. THE ENGINEER AND/OR OWNER WILL DETERMINE THEIR NEED AT THE TIME OF CONSTRUCTION. ,!>'O..i1 OR 1- ,!>'O.i _24----25- /-- ....----- -~p~- - - - - - CURB- - - -< )--=::1-I)g- I}-- J.B. ~ C.B.....,. T LATERAl. M.;~)-<::!-Str WYE~-? ~ -w- -fXI-- - '"-r.H. e . "'"-G.V. - --<!- --FMe- -- ~\ _....:.:::t::: ,~,,:,::.<...,.. , \ ..-- .. - ~ .. , '.': ,..." 'I 'ICTC"O 'l '/ m 04".4" ORCHID 08" " 't jCl Y . .'0..."........,...... ':', < ~ L , / ./ / ...... .~_....... ....~.. ..... .~~........ --...~~... ......... -..... ..--... ~~.......~... ..---.... --.. ....~......... ........-- .......... __....... .......~~ ...n............... n"__~~~_ __........ ......... ..____~.. .......__ ........~ ....... -~.......... ..........- -_.~ .... ..................~- .. .... ..... ':':':-:'.' ~;o;: . ..' ......... .."'~~~~-- .........-~~-_... ......... ""'- -- ~-....... ......... ..._~~ ...~_~~.._...__. 'I ~~_.............. . \ I I ~ :::l ~ ~ ~ b o ~ I 1 1 1 I c o ..::::MUtm1~l~~m' ~ ~ G {) ~ 'JI. o .........~. .......... -..~...... ......-... ............. -......... ~~......... -- .~-~-..... .......... ..---~...... -_........ .......... ..._~..~... .......... ...........--~......... --.......... ....~..~.... ~ 'V .j ~ '~" ~ ~ j~~_' ~ ~~., J~~~ ' ~~' 'j~_\tL . ~' · j ,\ ~_ ,,, - - .. ~, ,-- """"'-- I. ..................................:::.:.,:"".:....:.. .... """'" ....... :.,,,...... ...... :......... ~ ... . ...,.... :..~'>.~:.,::::::...... ~ :-:<<-:-:.:;:.:.~~. .$::;;::t.::~::;;. ::::::::::~~~.:..::.. ........~:::.:-:--:>.. \i~<""' .::>'1.,:~~: \ "':':?: i 1\\ -- ~ ~ ~ f. .~ n.~ "Y J( .... l r ...~;o -:.:::::~~:o~::::::::: :::' AVERAGE HEIGHT OF SLOPED PORTION OF ROOF, EL. = 112.0 ~ I ~ ~ .::: :::: .i:~.. ~ ~ ';'~ ~0 10.. ~':" '\:111:1:\:: ~""~ I/.~~ ~ ~ 'l. <~ ~/" ~ ~ '\ . ~. ~J , ; J \ ~ r-- ~I- (' ,.- - -..... \ " i~ ~:?~~ ~.~ ~r , :)~ .. ~I '~ ~ f.~. ':';'. Ill" ;, L~~~.__.... :~:. .....---................... "- \ ~~ , , ........ ........ -... ..,.. ............. "'. ...._.~~....~... ... x.............. ~~~u~ , ",..,,- ~~ ~~ ~ 10" o 8" 5" 0 o 12" 12" 9" o 0 6. 7" o 5" 5" o 0 r-- \ ) f~ \. . . · rr V--V I\___;:;J:L --- \...----- / 10" 00 7" ~ 21" o 00 10" o - -Ir \."- 12" ? '}' / / ~, 7'717 '21\ T7 'AI - - - - - . 6" .@ ,I -^i'\.-.~"i ~,\ \. J ~ V-- ~ ~ ~~ \J ~ / - x ,J~~ 7 - J I <.. , rr- r--i--- r-- ~r--- :2i, __~ ft .~ ~ /,~ J ~~ j --~~--- - -I---V--~ ---- JI"-----___ r---J------ j \ / @I ..~-...1 ! " ':,< ('.....~.. i ./ ,~ '-- . ~~ / ~ r1?Jit ~. ..__~_,i ---... :. ;>:. \ x ') L..... ELEVATOR AND ANCILLARY STRUCTURES ~I:f I'\\. \.\ V ~. . ~/ -;/ 1\ \. /. .~V ~ 7 \. \.'- / . \.. \Y · / .1/ . ~~ \ ~\. ~/' ~/~ \ \. .....--....... -~ 't ( f'''''- ("~ .... l.~':'... (~~) .',:::;- ...c....... ..~~...._- ~ - a - i......~l ~ ...~ ~ : ;. .':':': .::~::::::::::::~: :~l :~:~:~: ., -$ EL. 125.0 MAX. . . . . . . . , '" >.) "-.. J3a 5" I I ~ ~ I ~ 8th LIVING LEVEL 7th LIVING LEVEL 6th LIVING LEVEL 5th LIVING LEVEL 4th LIVING LEVEL 3rd LIVING LEVEL 2nd LMNG LEVEL 1 st LMNG LEVEL EL. 16.0 . ..--PARKING -= . . -.... I I SECTION A-A PROPOSED TREE LEGEND LIVE OAK ( Quercus lavrifolia ) CRAPE MYRTLE ( Lagerstroemia indica ) EAST PALATKA HOLLY ( Idex apaca v. pal. ) SWEET VIBURNUM (Viburnum odoratissimum) PITTOSPORUM ( Pittospourm tobira ) GROUND COVERS WEEPING LANTANA (Lantana montevidensis) BORDER GRASS (Liriope mascari) MONDO GRASS (Ophiopogon japonicus) CREEPING JUNIPER (Juniperus horizontalis) ACCENT SHRUBS SEMI-DWARF AZALEA (Rhododendron spp.) INDIAN HAWTHORN (Raphiolepis indica) SHINING JASMINE (Jasminumnitidum) EXISTING NON NATIVE TO REMAIN EXISTING TREE TO REMAIN AREA TO BE SODDED ~~2l \ ~c, ~\t' ~{1 ~',~'~'; I~\ ~k 7 ~;~. <~~:,,',,::::"" 0:0::::::: .....> , \ r ::-r'. \, ,// '. ....,.1 F' ~ ~ ~. I;:: "'t\ { 1 I ~ , E ~------- "PU~ i : i 8th LIVING LEVEL 1 I A~ +A 15",17" .- 7th LIVING LEVEL ~ .;:;:::::: .;:~::::::' .::~::::~:: ,~':;:;:::-::' 0; ~ ~ ~ 'W-l r- '. I~ ~ ~ 1 I ; '. , . , 6th LIVING LEVEL 1 I , ! 5th LIVING LEVEL :::::lli{'j I I '\ ~\ v ~~:\'R" ~~,~ j ~~N ,~ IU ,~ CM'~ (-.) i ;"\ :...1 ; 4th LIVING LEVEL 1 I 3rd LIVING LEVEL 1 I ......:... .....(. 2nd LIVING LEVEL C) ~OVERED PARKING BFE =0 12.0-.. .;:~' i...L.} I " '\.\ ",~::,:m: ~\./ ~~ 1\'\ 1 1 st LMNG LEVEL EL. = 16.0 . . . . I r~~"" \. : 1 I . . PARKING ..... ...... .---f..' ..~l... SECTION B-B :~~ l .....::; :: " ~ : ::: :~. :'; '~~~~~f~~~ ~"':~:: . . ..::::~;:;~~~~ BUILDING HEIGHT DIAGRAM ~ :::: :~-: NOT TO SCAlE ~ ~ ~ "{:~!l:::;:; ::l l~lili .... t' Rn..... CI:"\II}.. 11'7 .1 ~" i ~ 13 14 11 80 7 7 7 11 8 NOTE: 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DISTRIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO MUNICIPAL WATER SOURCES UNLESS IT CAN BE DEMONSTRATED THAT THESE SOURCES ARE NOT AVAILABLE. 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED AREAS. SUCH AS PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDER PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAl OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. SHEET NO. DESCRIPTION INDEX OF DRAWINGS ........... :::: ~ ...... --..... ...... - .-......... I I Irrigation System Shop Drawing Requir1ements: The contractor shall supply shop drawings for the Irrigation system for the owner's and engineer's approval prior to ordering any equipment, A minimum of the following Information shall be Included in the submittal. ......,:=::::::.:.:::.:::::::::::=:..~~~~~::-~::-~.:.....::::........ ,~ ~t ..5, j ~Vl.", -. >'~""'" ... "\:l""." I ..; d ^ ~ ~:::~><I. ~ 1~~6, .4' . T':t.:~.. ~ ~~~ ^ ;S:. '~~:~:'. '\ ~, \ , List and catalog information on all equipment to be used: 1. Type of pipe 2. Type of fittings 3. Sprinkler heads 4. Timer 5. Valves (automatic and manual) 6. Wiring 7. Drip lines or devices 8. Rain sensor 9. Well and pump TREE LEGEND SYMBOL DESCRIPTION o OAK t::. PINE o PALM o CITRUS o OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 4" D.B.H. OR LARGEIR HAVE BEEN LOCATED AND SHOWN. - ::~~~~~~~m;W' ;,~~~:~~:~:~:~:~. :::~~:~~~;::::~;: lYPlCAL TREE -....... :':. - "!- ::::.....::::::::t..: ~ <<"~~ ~~~~~ ~/,~ ~ ,,~"~~ 'i0 ~~ ( ~) '~ElotOVE I>H'( DELETERIOUS t( ~TERI"L WITHIN 2 1/2' OF ROOT IW.L OF TREE AND REPlACE WITH SUITABLE NATIVE SOILS (TO " MAX. OF 4') I - ;~~l: ~r 'l: ~ /::~.:.. .j@l ...........0:... 7 N ONLY SUITABLE SOIL SHAlL REMAIN IN PLANTING ARfAS. ALL CONSTRUCTION DEBRIS AND DELETERIOUS MATERIAL SH"LL BE REMOVED lYPlCAL PLANTING DIAGRAM fi3~ 1lJ~ NOT TO SCALE 20' 40' I IRRIGATION NOTE: THIS LANDSCAPE PLAN REPRESENTS THE MINIMUM ALlOWABLE LANDSCAPING FOR THIS PROJECT AND IS CONCEPTUAL IN NATURE, ANAL PLANT PLACEMENT AND IRRIGATION SYSTEM LAYOUT WILL BE DETERMINED BY THE LANDSCAPE SUB-CONTRACTOR AND WILL BE APPROVED AS A SHOP DRAWING. 0' 10' ~-_...... SCALE IN FEET :.:.. :::::::;" , , , , , / / / , , :'! , SCREENING PLANTINGS NOTE: ALL SCREENING MATERIAL SHALL HAVE A MINIMUM HEIGHT OF FOUR (4) FEET WITH A FIVE (5) GALLON POT SIZE UPON PLANTING, BEING GRADE FLORIDA #1 OR BETTER. THE MATERIAL SHALL FORM A CONTINUOUS, UNBROKEN, SOLID VISUAL SCREEN WITHIN ONE (1) YEAR OF PLANTING, BEING MAINTAINED THEREAFTER TO SPECIFICATION. 'j !,t , , 'i! , , , , , , , , TYPICAL REOUIRED PROlECTIVE BARRIER '/ WHY " BARRIER? 1. To protect all the above ground portions of the tree from mechanical damage. 2. To protect soil near tree from compaction and prevent root damage. 3. To provide physical and mental awareness of tree's preeence to equipment operators and contractors. TO MAKE IT WORK 1. Place no heavy equipment Inside barrier; only hand labor. 2. Place no construction material or soil deposits Inside barrier area. SPECIFICATIONS OF INSTALUNG " BARRIER 1. Minimum radius to be protected: a. Hardwoods-2/3 of the dripllne or 6', whichever us greater. b. Plnes-dripllne or 6', whichever is greater. 2, Method of Erection (SEE DIAGRAM): /4.. Minimum height of uprights 3' and no less than 2" x Z' lumber. B. Uprights should have horizontal rlbbanlng at the top and 1 Z' below the top. C. Uprights should be spaced at no more than 4' - 5' Intervals. D. Horizontal members of no less that 1" x Z' lumber. i BEFORE PERMIT 1. Barriers are to be erected around remaining trees before construction. grading, or any trees are removed. 2. Barriers are to remain In place until all paving, construction Is done and heavy equipment is out of the area. i HARDWOODS PINES - .., A. 3'X 2"X 2" B. 12" C. 4'-5' D, 1"X 2" , , \ . , \ \. ~ ~. ~~~_,_i I~ ~ -- ! ~~ J ~~ IS ft.,~~ ! It--C~'~''~ , L2/3 DRIPLlNEB L-FULL DRIPLlNE WOOD BARRIER -FULL DRIPLlNE~ , \ '" ...... ...... ...... ...,........... "- --- J"J -- ..., ......... ", ....... ............ ....... ....... ........... ~ ......... .AIr ~~ ~~ ..... ~ U~c-1J - !! NOTE: You may use either ribbon or wooden barrier for hardwoods or pines. Ii II II 11 LAN DSCAPE NOTES: 1. ALL GRASS AREAS SHALL BE ST. AUGUSTINE SOD. (FLORITAM) 2. ALL TREES MUST BE@ CALIPER AND 8' HIGH AT TIME OF PLANTING. t{" 3. HEDGE MATERIAL SHALL BE PLANTED AT 24" -3D" ON CENTER AND SHALL BE MAINTAINED AT A MINIMUM HEIGHT OF 3'. ALL HEDGE MATERIAL SHALL BE 24" MINIMUM AT TIME OF PLANTING. ALL PLANTING SHALL BE FLORIDA GRADE No. 1 OR BETTER AND SHALL MEET PINELLAS COUNTY REQUIREMENTS. It :: :, {I 4. ALL PLANTINGS SHALL CONFORM TO "AMERICAN STANDARDS FOR NURSERY STOCK" ANSI 260.1. !I if :: ii r :; :: 1 10/26/00 No. DATE PER CITY OF CLEARWATER REQUIREMENTS REVISIONS RRD -.c ..... DRN. CKD.APP. The drawings shall contain the following design data: 1. General piping layout with main line sizes 2. Approximate head / distribution device placement 3. Zone flow demand Information 4. Any other pertinent Information required to ascertain function of the system proposed L .. . .. . . .. _ SITE PLAN 2 _ . . . . . . . . . _ EXISTING CONDITIONS PLAN 3 _ . . . . . . . . . _ MASTER UTILITY AND DRAINAGE PLAN 4 _ . . . . . . . . . _ RESIDENTIAL AREA LANDSCAPE PLAN 5 _ . . . . . . . . . _ COMMERCIAL AND OFFICE AREA LANDSCAPE PLAN ENGINEERS Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N. SITE PLAN 30220 JOB No. -- /'" , ' , , , ' , , , ' ,. i ,/ ,f '-- ......:::::~.....,. : / , i , I , , ..../ : . .( .......:::::..~::::>... /"'; , , , ' , ' .1 ' , ' , " .....<:::::::.:..... -- I I . , ' I I I I ......::.:~....../ j' ..<~::::::::::~:,- ,',,:.;.'.:t:...~...~,:.',l. '!~~) . (.1 "...<,:~~.~.:..:.:.{;:.',):,':,,~,,;/:.}J;'... ^ :.'. ~~) '\\ \,:r ,:~. N I , l I I , , , I , " i / I i l (, l ......1 t.... , I I I I I ./ .I I ' I / 20' .... .......:.:::::::.::....... 0' 10' ~-_..... SCALE IN FEET 40' I , I ' ,.' ! .............. -' i .... :::::::.../ / --<:::::~:::::::>. /....., I I I ' I I l ~ , , i /' '0.....:::::::::::::--.... , I I / / ......... I i ".. <.~-:.:.:":.:.~j: ,/ /...., , I I ' .' I ./ / ;' ! .,.....:::::::::::,~..... ....<:::::::::~:~..... /j~\::;,":;.., -'-~\ .\ \\11 "',\ :"'0,)1 r I I' \', "V_' [(:::\) I(\~'" "~~7 ~:7~~'" /r\~ 'Yi /\ \~\ \~'.;~' .:~......... /t\\ \~j/ W~"1; ........6::~\ \~/! ~l~jl ....t.:.... './ . '. ".: .> '. ':. .': : .::.: CONCRETE .o.RIVE: .:' '. . '.. .... . , '. . :.. WOODEN GATE SECTIONS'. WOODEN FENCE SECTION . . . '. . ... ': ...... " A :: ~ co I I , to ;: " . ....... .'... .. " " . . . . . . .. .' . . ~ . ',' . CONCRETE FlLLED STEEL BOLLARDS (TYP.) . . .' . ....: ':',:" .... ." .' "" .' ':'.: ,,' . .;:.. ..': '.. Co 10'-8" 13'-4" PLAN VIEW WOODEN FENCE SECTION I I I I I I :' ~U;.::_~\ ;' ;~~~.Jj ..,' (~ , // , , "<-::':::~::::/j f"'_, , I / ! , I , I I / ... ...:~~::~:: ~::::...... l'':'-.. l~ '\\~o/ I( \\ \{;/ IA\ n .1 un \\11 i\ ',\ W/ 1'-" '\ h !~\ \t-~ ')1 l,\ \\ \}~_i /I \\ \\11 ,I' \\ \',1 ,-," \\ if ~- ~..)? '- ,/ ............. I ...... I , -<-::.:::::::.:: -, / ! ( "<::<l/ -x_ ........... ....... ....... ; I ' I , , I I I , ' , ' I , i I .(...../ '. , , \ , I I , , , , , t.... SECTION EAST 9, TOWNSHIP 29 SOUTH, RANGE 15 \ I " I ' I I , ' i ' I' I ' . I , I {..j ...."'''.......~ {"..... \ of \. / l , ;' i I / J i ' i I I l t....! '- /.\ " / /.... , I , , i i I I I , I I '...../ I ,............~~n / ,i,'.............. <......// " iI I' j...: 012" 1/ ".. I>' ..... i I i / IIC" ~-~-_.._.-_.......... i .;n..n........~..~.. '_"~"....... ',' ...... f I I I ,...---.............,... I I I I , : .....~~------....... i I ................... , I ---------_......... : ! j i I : I i ul............. i I mmmr ...........~-~-~---... . . . . . . ! I . , I i . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...........f....... I .._.-..........~~..P. . . . . . . . . . . . . . . . . . . . . . . . . . . I I .,-_P................ I .... ......,................. I ,m...........'/'.. .........v........ i I , 1I II " u //~..-.. ii I ....... I ,. II /i-....... Ii' ....... ,.' / ............. ;/ ", .,.........: , -', Ii .......,.. " II " II ~/.......... -x_ .,.<::::::::::::~>, ....I """.m. ..L..... ........1. .......... .1.._.___ .... '... .......... " l !/ ;1 ....... "'......::~:::'~~-:>. .... .......::::: ::::~:::~..,.. ......... 'x_ -x- ....... -x_ -x_ ......... NOTE: ALL CONCRETE SHALL BE 3.000 16" X 16" P.S.I.-28 DAYS CONCRETE BLOCK ~gt~M~~O~~ED NOTE: FINISH AND FENCE REBAR AT CORNER (TYP.) S1YLE SHALL BE IN ACCORDANCE WITH THE ARCHITECTURAL PLANS. A WOODEN FENCE SECTIONS WOODEN GATE SECTIONS WOODEN FENCE SECTION Co ....'\ -_.../ "":7 J ...--... LL.J 8'~ lYPICAL SECTION A-A 6" THICK CONCRETE REINFORCED WITH 6" X 6" # 10 WIRE MESH "- ....."''';... ..-:"'~-" ........ <:r: (~~) 1 TYPICAL DUMPSTER ENCLOSURE DETAIL NOT TO SCALE PROPOSED TREE LEGEND ~ ~ G o ~ LIVE OAK ( Quercus lavrifolia ) CRAPE MYRTLE ( Lagerstroemia indica ) EAST PALATKA HOLLY ( Idex apaca v. pal. ) SWEET VIBURNUM (Viburnum odoratissimum) PITIOSPORUM ( Pittospourm tobira ) GROUND COVERS WEEPING LANTANA (Lantana montevidensis) BORDER GRASS (Liriope mascari) MONDO GRASS (Ophiopogon japonicus) CREEPING JUNIPER (Juniperus horizontalis) ACCENT SHRUBS SEMI-DWARF AZALEA (Rhododendron spp.) INDIAN HAWTHORN (Raphiolepis indica) SHINING JASMINE (Jasminumnitidum) (; EXISTING NON NATIVE TO REMAIN o EXISTING TREE TO REMAIN ~ () 4!im:tl!;;i.!:!:::i.!~:!1: AREA TO BE SODDED LL.i ~ i '........ ./ ,.... ~/ ) , , ......A/ :-......- (...,.... ....!.u. r...... i........J ..~;..7. ./....- 13 14 11 80 7 7 7 11 8 Ii .j f.' / /;!;:? :;'// /), . .,., /7 ! I , , , , ,I x- "x / " 09" i I, il //:... ._..<::-::::/ x, -x_ I I ....... 'x_ I .......- -- ", -x- -x x- ........ '- xx- -x_ ....... -, -x_ ..... ......'1 I I /006" ,,, \ 8" , \ ....... .......... -x_ -- -x, /i"', ........ ......J I I I I I . , i ~/' Oao-~ ........../ ...,...." . " "":;;... .' , , , , , , , I / ! . ! / ..... ~.......... ....<.. ......~.. , , :'.1..) :~~~.-...... .......... ~~-~....... .......... ...~~~~... ......u.....~~..... ......... .._~~~~... .~~~........ .......... .~.......-- ........~~. -~_...... ........--. ......... .....~_~~~ ......... .._~~~_.. .. ~ I :.........~_. .............___,.................... ~~~ ........ .._____... .......... ........ ...~~~~... u...........~~.~~ ~~~~...... .......... ......~~~_. .~~~~...... .......... / f ... ."".'''' n.....", non"n. ........ n.::.:::.:..:....::::.:::..:..:.::::....:...::::::: ....:::::: .... ........... uun. .:.::":'::'..:":::::::nn.._.. ""'uon ._..._.. n",..u .n ' . / / .. .......... 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". -.-....... {}r' ........ ...... , , , , , , , , , , , , ....f.. ! f / I ! ' / I I " : ",i '.--....L..., / ;' :' :' i " ... ...-~-_ --1__ / / ,i ,/ ~..._~~.__..- ,.../. : .' ___ .... I , "'~j " .......... ...... ................. / ........ .......-l............. r---,-- ......~ i-....... ...~........ ......-.7 ; , , (1.:~' ''''-', :.....;) ....f.... ....... , , , , , , , , , ~;{;:'f7 l.\ \~\ y! :....... T\~:::::-,<, /(...~\ \V/ I "-\..-:- I) 11'.\ \\II , (!:.~.-.~ ft \\ \"j : ~!: ;~~~;yf,..]::''}) I ............ /I \\ w, c-:!:"': ....~ .'. ....h~~yL ,_:::~j ----,...,. ....................... , , , , !.......... I ................ ............. t... I' ..,---,.........,-_.._--- , SYMBOL DESCRIPTION o OAK 6. PINE o PALM I) CITRUS o OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 4" D.B.H. OR LARGER HAVE BEEN LOCATED AND SHOWN. ............. REVISIONS ............. TREE LEGEND , , , , , , ...... . .~................ " .~..............-. ......... CLEARWATER BAY MARINA COMMERCIAL AND OFFICE AREA LANDSCA':\"~IW, ~.. ~ ..' " .\. "ft, I . i",:",;." . ..". [""" .'''K. C, '"rI.".._ .,:{;~ CLEARWATER PINELLAS COUNTY ,~ ~ ........,..}U)kIDA- PREPARED FOR: DATE: OCT. 18, 2000 APPROVED BY:.'; FLORIDA MARINE & RESO DES.: T.G. Radcliffe DEVELOPERS. INC. DRN.: RRD % DONALD L. HARRILL 670 ISLAND WAY #305 CKD.: '1IJtt' CLEARWATER, FLORIDA 33767 SCALE: 1" == 20' Phone: (727) 462-5282 JOB No. 30220 .........-.............-.... . ..... 1\., ..............-.......( \\ :' , \! f i F ~.._- .......-........... .....................-.... " .'.e........... ...... INDEX OF DRAWINGS " ~..__... .............-. ........................... " , " .. , " " ,. , " " II " ,. / BAUR & SURVEYORS #LB 0000208 " , I SHEET NO. DESCRIPTION . , , STEVE'l.ff.. ::S/~..' '~';~~;7''''SHEe:T l~': 4!:~...;. 'f .'i5""'. ,.:. _f PLANNERS OF> Fax: (727) 784-8153 CLEARWATER. FlORIDA 33761 1. .. . . . .. .. _ SITE PLAN 2 _ . . . . . . . . . _ EXISTING CONDITIONS PLAN 3 _ . . . . . . . . . _ MASTER UTILITY AND DRAINAGE PLAN 4 _ . . . . . . . . . _ RESIDENTIAL AREA LANDSCAPE PLAN 5 _ . . . . . . . . . _ COMMERCIAL AND OFFICE AREA LANDSCAPE PLAN LLOVERAS ENGINEERS Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N. , , , , 5 30220 SITE PLAN JOB No. TABULATION OF NOTES SITE TABULATION: " OF ACRES TOTAL 3.77 k. 42.37" EXISTING USES: COMMERCIAL 2,800 S.F. RETAIL SALES AREA 2 DIVE CHARTERS 1 SAIL CHARTER 1 CRUISE SHIP 3,530 S.F. COMMERCIAL BUILDING 3 MARINE WORK BAYS 71 BOAT SLIPS EXISTING AREAS PROPOSED AREAS " OF USE SQUARE FEET ACRES TOTAL 1. IMPERVIOUS AREAS 108,721 S.F. 2.50 Ac. 28.07" A. BUILDING GROUND 29,658 S.F. 0.68 ~. 7.66" COVERAGE B. WALKS, STOOPS, DECKING 5,661 S.F. 0.13 ~. 1.46" AND DRIVEWAYS C. PAVEMENT 73,402 S.F. 1.69 ~. 18.95" SQUARE FEET 164,097 S.F. 60,984 S.F. 18,424 S.F. 84,689 S.F. 2. OPEN SPACE 278,553 S.F. 6.39 k. 71.93" A. DETENTION MEA WATER 2,352 S.F. 0.05 ~. 0.61" SURFACE B. OTHER WATER SURFACE 167,988 S.F. 3.86 ~. 43.38" 223,177 S.F. 2,352 S.F. 167,988 S.F. C. GRASS AND LANDSCAPE 108,213 S.F. 2.48 ~. 27.94" AREAS 52,837 S.F. 3_ TOTAL 387,274 S.F. 8.89 k. 100.00" 387,274 S.F. 1.40 ~. 15.74" 0.42 ~. 4.76" PROPOSED USES: RESIDENTIAL 140 UNIT CONDOMINIUM COMMERCIAL 7,500 S.F. RESTAURANT 2,500 S.F. RETAIL, MARINA OFFICE AND BAIT SHOP 5,000 S.F. OFFICE 112 BOAT SLIPS 1.95 ~. 21.87" 5.12 k. 57.63" 0.05 ~. 0.61" 3.86 ~. 43.38" PARKING REQUIRED: 140 CONDOMINIUM UNITS x 1.0 SPACES PER UNIT = 140 SPACES 7,500 S.F. RESTAURANT x 10 SPACES PER 1,000 S.F. = 75 SPACES 2,500 S.F. RETAIL SPACE x 5 SPACES PER 1,000 S.F. = 13 SPACES 5,000 S.F. OFFICE SPACE x 4 SPACES PER 1,000 S.F. = 20 SPACES 112 BOAT SLIPS 40 BOAT SLIPS FOR CONDO USE 72 BOAT SLIPS x 1 SPACE PER SLIP = 72 SPACES TOTAL REQUIRED PARKING = 320 SPACES TOTAL AVAIlABLE PARKING = 372 SPACES 1.21 ~. 13.64" 8.89 Ac. 100.00" ... om ..0._ :.::. ::::. ":::: ":::_ . ___::n .::: u:.: ":::. ":::: -::.. -- 140 UNITS 210 PARKING SPACES 8 STORIES OVER PARKING (100' TOTAL HEIGHT) 2.8 ACRE ::I: SITE MINIMUM FIRST FLOOR (LIVING LEVEL) F.F. = 16.00 (SEE BUILDING HEIGHT DIAGRAMS SHEET No.4) ,-- I I I I " f " r"c" } , " NOTE: ~ ALL EXISTING STRUCTURES EAST OF NORTH OSCEOLA AVENUE SHALL REMAIN AND WILL BE RENOVATED. ALL EXISTING STRUCTURES WEST OF NORTH OSCEOLA AVENUE SHALL BE REMOVED. I I I PROPOSED PHASING SCHEDULE: PHASE 1: RETAIL, MARINA OFFICE AND BAIT SHOP PHASE 2: BOAT SLIP RENOVATION PHASE 3: OFFICE BUILDING PHASE 4: RESTAURANT PHASE 5: RESIDENTIAL AREA I I '~'''-' .,.~>~. :,., ~1 l / AT OWNER'S OPTION ',':. '.>:, II i METAL POLE w/FINA LTP No. !! j.~GAS SIGN (20' HIGH) 92310 " " ,',;;,' . .A (WOOD) Ii' . ';" ..:~' :, , ", -,.. ~ :.J;' , ,''', ". -..)"1,,, -""": : 'X:":'i' 4.,IY~ CONC. ! it.... .... ~ "',. "'" -..) ,Ii UNDERGROUND -'" '., CO'~'~"; ;.jSi~~'>.,. "'" .~ GAS TANKS". I",' 1 ~l.,. . ". 't:' 6' CHAIN~' " LINK FENCE 20 "'~, 18,018'0 2 DUMPSTER PAD PROPOSED DUMPSTER 2,500 S.F. RETAIL, MARINA OFFICE AND BAIT SHOP LEGAL DESCRIPTION: Parcel 1: Lot 1 of Block 2, J.A. GORRA'S SUBDIVISION, according to the plot thereof recorded in Plot Book 1, page 44, of the Public Records of Pinellas County, Florida, excepting a portion being described as follows: Beginning at the intersection of the North line of Lot 1, Block 2 aforesaid and the bock of the Westerly curb and gutter on Osceola Avenue and run thence N.89039'57"W., 2.25 feet to an iron axle; thence N.89039'57"W., 158.94 feet to 0 concrete monument. said monument lying S. 89039'57"E., 120.19 feet from an iron axle of said North line; thence S.01010'49"E., 63.11 feet to 0 concrete monument; thence S.890 39' 57" E., 143.94 feet to the bock of said Westerly curb; thence N.14012'57"E., 65.00 feet along said curb to Point of Beginning. All of Lots 2 and 3, Block 2, J.A. GORRA'S SUBDIVISION, according to the plot therefore recorded in Plat Book 1, page 44, of the Public Records of Pinellas County, Florida. Also, Lots 13, 14, 22 and 23 of SUE BARCO SUBDNlSION, according to the plat therefore recorded in Plat Book 1, page 26, of the Public Records of Pinellas County, Florida. Including the following portion of Lot 22, described as, beginning at the Northeast corner of Lot 22 of SUE BARCO SUBDIVISION being recorded in Plat Book 1, page 26, of the Public Records of Pinellas County; run thence Southerly along the East boundary of Lot 22, 30.0 feet; thence N.89024'59"W., 136.63 feet; thence N.77000' 39"W., 75.04 feet for a Point of Beginning; thence continue N.77000'39"W., 497.63 feet; thence S.62"39'09"E., 356.26 feet; thence N.72054'13"E., 176.24 feet to the Point of Beginning. Together with all riparin rights and submerged lands thereto appertaining and subject to on existing 30 inch storm sewer easement along and across said property, together with the right to go upon said property for the purpose of repairing, replacing and maintaining said storm sewer and Less and except that portion of Lot 22 described os beginning at the Northeast corner of Lot 22, SUE BARCO SUBDIVISION os recorded in Plat Book 1, page 26 of the Public Records of Pinellas County, Florida, and run thence Southerly along the East boundary of said Lot 22, 30.0 feet; thence N.89024'59"W., 136.63 feet; thence N.77"00'39"W., 572.67 feet for a Point of Beginning; thence continue N.77"00'39"W., 309.67 feet; thence N.27"20'51"E., 76.79 feet; thence S.62039' 09" E., 300.00 feet for a Point of Beginning, together with all riparian rights and submerged lands thereto appertaining. ~ ~.~- --. ..... .--........ ... ..... ..... ...... ..... ..~ ....... .... 0' 20' 40' ~ . SCALE IN FEET 80' I ..0 ....... .... ..... ... .., ......... EXISTING BOAT MARINE WAYS AREA TO BE REMOVED AND ....... -- .. REPLACED WITH 6' NEW BOAT ..m....;, SUPS R .m ' ....... ......(: ,.. .', ...m.' ,........ ........ ....... .....j...: /'........ ....... .............. /) , ' // J'i .............. \ ,',' ,1";' ..-....... ......-' \ ,I / /: )/\ .... \ .!/ :'/ ,,~WOOD DOCKS : / '}.. . "-\ "1S '0 I,' / / " 1/ \ ...:J",b \....,1, ,f .,-., 1,,' ,It' /,.... \. U S \ ..'/ // ,'. ../ ,'/ ,'/,..0\ (IP~ ".// ,'/ .... '..j " ! \,.. .. \.J ~.. \ / / / / ," '1 f..,' ,f / '} ,........\ ....... \ ,',' I I " ,,\ \........ \ I, ...' / / i ,... \ \ .. / I !..' /,' :,....~ .... (.... IJ ,',' \ .........\ ,... ,: t !' ""1 ~ ; ': " " ", " '" Sl./~ ~I?~ 1"0 8t' I?t'Alo v~ I't'D ZONING TABULATION SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST EXISTING ZONING: T (TOURIST DISTRICT) 8.244 ACRES C (COMMERCIAL DISTRICT) 0.430 ACRES AND MDR (MEDIUM DENSITY RESIDENTIAL DISTRICT) 0.217 ACRES PROPOSED FAR IN COMMERCIAL AREA: 5,000 S.F. + (0.434 ACRES x 43.560 S.F./ AC.) = 0.26 ALLOWABLE NUMBER OF UNITS: UPlAND LAND AREA ZONED TOURIST = 4.39 ACRES PROPOSED COMMERCIAL AREA IN (T) AREA = 10,000 S.F. INTENSITY USED = 10,000 S.F. + (4.39 x 43.560 x 1.0 (F.A.R.)) = 5.23% REMAINING INTENSllY ... 100% - 5.23% = 94.77% GENERAL NOTES: _ , ,.. .:...::" ".....' ....::_.. ,,' ".::...::: .:::. .. -''''''::::''::::'::i:: ''''''''''':::::r:''':':'''''''''::,!,':''''':'' ....: ''':..:::''''. . ~::.ou,,' - :..,,,m:::.. .: i; SLIP AREA TO BE RENOVATED \.~ :: '(FOR USE OF CONDOMINIUM AREA) (17 SLIPS) , " , /:~ SEAWA~; ~ :~~ It "'~'''' .....-0INV. = --..::-:}.. It' t .. ~.!J.....::. ( ........ / 2 ...::-..::.-:..":.:::..... // I / ~ ..;:... f,' 1 / / / 0 "'~"':.:::.. ::::;:.... " ,:,/,' /~, ~'<:!!/ / / !/ / '-"'SPt.'Al. ~ I ,/ I I '7" r: ~ I r / / ~~/ .... EXISTlNG D8DI/~ ' ......... GRATE EL. = 5.29 "THROAT EL. E. = 4.97 THROAT EL. W. = 5.05 INV. N. = 1.70 ........... ....... 7,500 S.F. RESTAURANT CONSTRUCTED ON PILING PARTIALLY OVER WATER (F.F - 12.00) 40' BUILDING HEIGHT 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL = ONE FOOT. a.-.w Bay Mcrilap 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE, TAKEN FROM ATLAS SHEETS, "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. : : 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES, BOTH PUBLIC AND PRIVATE, 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. 140 UNITS + (4.39 ACRES X 94. 77~) = 33.65 UPA (NET) ~ i i' 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA. PARKING, HEIGHT AND INTENSI1Y IS SUBJECT TO APPROVAL OF FLEXIBLE STANDARDS AS PROVIDED FOR IN THE CllY OF CLEARWATER LAND DEVELOPMENT CODE. '. : I 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVlICE AREA. TOTAL NET RESIDENTIAL FLOOR AREA = 350,000 S.F., MORE OF LESS : ~ \ " , ) j ; " , / ',' ..;// ~... ".- / / ....-- ..:>;;........... n:_: :::: ";::: .:::~ ::.. .... , ; EXISTING ZONING DIAGRAM f :/ " 1 :t / !/ -- ONE STORY ~~ FRANE)__ 10" 0 " 7" 1 0" Or........ \ \ PROJECT SIGN - - ........... ~,^,^, ..",.., ."'!'!!:." DECORATIVE ENTRY WALL FEATURES PROPOSED ENTRY GATE j' ;i \\ PROJECT SIGN SLIP AREA TO BE RENOVATED (FOR USE OF CONDOMINIUM AREA) (17 SLIPS) EXISTING CB GRATE EL. = INV. W. = 6.60 INV. E. = 6.74 EXISTING 01 GRATE EL. = 13.27 INV. E. ... 9.89 INV. W. = 10.01 EXISTING 01 GRATE EL. = 13.10 INV. W. = 10.82 EXISTING JB " RIM EL. = 11.41 iL.. ......... INV. W. = 3.95 :: INV. E. = 5.20 INV. N. = 6.65 EXISTING 01 GRATE EL. = 13.97 INV. S. = 12.21 TRASH COLLECTION NOTE: A DUMPSTER FACILllY WILL NOT BE REQUIRED FOR CONDOMINIUM AREA. TRASH PICKUP WILL BE FACILITATED BY THE USE OF ROLL-OUT TRASH COLLECTORS. EXISTING JB RIM EL. - 5.56 INV. W. = 1.81 INV. E. = 2.14 INV. S. = 3.29 / POTENTIAL JOINT USE PARKING Further less that port beginning at the point in the East boundary of Lot 22, 30.0 feet Southerly along said boundary from the Lot's northeast corner; and run thence Southwesterly in a straight line 136.63 feet to a point in the South boundary of said Lot, which is 131.8 feet Westerly along said boundary from the Lot's Southeast corner; run thence Southeasterly along said boundary to said Southeast corner; and thence Northerly along the Lot's East boundary, 29.56 feet to the Point of Beginning. Also, that part of an unnamed street unofficially known as Nicholson Street in the City of Clearwater, Florida, begin Lot 3 of said J.A. GORRA'S SUBDIVISION on the North and Lots 13 and 23 of SUE BARCO SUBDNlSION on the South, and which les West of a straight line extending from the Southeast corner of said Lot 3 to the Northeast corner of said Lot 13; and ALSO that part of an unnamed street lying between Lots 13, 14 and 15 of SUE BARCO SUBDIVISlml on the East, and Lots 22 and 23 of said subdivision on the West, and North of a straight line connecting the Southern boundaries of said Lots 15 and 22, and ALSO all land and submerged lands adjacent to the property hereinbefore described and owned by CLEARWATER BAY MARINE WAYS, INC. and also including all rights of accretion and riparin rights appertaining to said property; as known and further described os: From the Northeast corner of the Southwest 14 of Section 9, Township 29 South, Range 15 East, Pinellas County, Florida; run thence West 1226.61 feet; thence South 16.27 feet; thence S.14045'32"W., 65.0 feet to the Point of Beginning; thence .89003'00"W., 143.94 feet to a concrete monument; thence N.OOO37'00"W., 63.11 feet to 0 concrete monument; thence N.89010'02"W., 120.19 feet to on axle on the ordinary high water mark of Clearwater Bay; thence along the seawall N.89026' 34"W., 658.99 feet; thence along the Easterly right of way of the Intercoastal Waterway S.10033'57"W., 247.76 feet; thence S.62039'09"E, 444.45 feet to a concrete monument; thence N.72054' 13"E., 176.24 feet to a concrete monument; thence S.77000'39" E., 75.04 feet to a concrete monument; thence S.89024'59"E., 136.63 feet to a concrete monument; thence S.15006'21"W., 29.56 feet to a concrete monument; thence S.77"00'39"E., 30.0 feet to a concrete monument; thence N.10006'21"E., 59.56 feet; thence S.77"00' 39" E., 100.0 feet to a concrete monument; thence N.04052'52"E., 155.25 feet; thence N.14035'13"E., 162.20 feet to a concrete monument; thence N.16010'34"E., 30.00 feet to a concrete monument; thence N.1601 0' 34" E., 30.00 feet to a concrete monument, being the Point of Beginning; LESS the following described property beginning at the East 14 corner of Section 9, Township 29 South, Range 15 East, Pinellas County, Florida; and run thence West 1252.72 feet; thence South 113.62 feet to a point on the Westerly right of way line of Osceola Avenue for a Point of Beginning of a 10.0 feet wide easement area, said easement area extending 5.0 feet either side of the following described centerline which bears N.75-57'57"W., 139.83 feet, thence N.44057'57"W., 80.0 feet; thence N.86030'19"W., 260.0 feet to the end of the said easement. LESS canal right of way more particularly described as beginning at a point on the Easterly right of way line of "Cut P-37" of the Intercoastal Waterway Canol marked by the point of intersection of said Easterly right of way line with the "seawall" along the Northerly side of "Seminole Fill", said point being 161.24 feet South and 2283.45 feet West of the East 14 corner of Section 9, Township 29 south, Range 15 East, Pinellas County, Florida, (coordinates of P.O. B., X-240, 746.74, Y-1, 324, 297.27); thence run S.12009'33"W., along said Easterly right of way line 135.0 feet, more or less, to the waters of "Clearwater Harbor'; thence meander the Easterly shore line of "Clearwater Harbor" in 0 Northwesterly, Northerly and Easterly direction to the Point of Beginning. Also that portion of land being described os beginning at a point 11.55 feet South and 1507.98 feet West of the East 14 corner of Section 9, Township 29 South, Range 15 East, run N.89047'23"W., 658.99 feet; thence S.1 0047' 28"W., 25.43 feet; thence S.00012'37"W. 45.0 feet; thence S.89047'23"E., 216.0 feet; thence N.OOO12'37"E., 20.0 feet; thence S.89047' 23" E., thence S.00012' 37"W., 110.0 feet; thence S.86002' 27" E., 260.0 feet; thence along the shore line to the left, whose chord bears N.07015'49"W., 178.51 feet to the Point of Beginning. Parcel 2: That part of Government Lots 2 and 3 of Section 9, Township 29 South, Range 15 East, Pinellas County, Florida described os follows: From a Point of Beginning at Northeast corner of Block 2 of J.A. GORRA'S SUBDIVISION, according to the plot thereof recorded in Plat Book 1, page 44, of the Public Records of Pinellas County, Florida, run thence North 160 East along Westerly boundary line of Osceola Avenue. 99.54 feet more or less to Southwest corner of Intersection of said Westerly boundary line with South boundary line of Cedar Street; thence West, along said South boundary line. 64.91 feet; thence Southwesterly parallel to said Westerly boundary line of said Osceola Avenue. 97.22 feet more or less to a point on North boundary line of said Block 2, of said J.A. GORRA'S SUBDIVISION; thence East along said North boundary line, 65 feet to the Point of Beginning. LESS that portion of above described tract lying Westerly of a line described as follows: Commencing at Northeast corner of said Block 2 of J.A. GORRA'S SUBDNlSION; run thence West along North line of said subdivision, 50.15 feet to a Point of Beginning of said line; thence Northerly 97.22 feet more or less to a point in South boundary line of Cedar Street; said point being 64.91 feet West of Southwest corner of said Cedar Street and Osceola Avenue, said point also being the Point of Ending of said described line. Parcel 3: Lots 1, 2, 3, 8 and 9 in F.T. BLISH SUBDNlSION, Clearwater Florida, according to the mop or plat thereof recorded in Plot Book 1, page 27, of the Public Records of Pinellas County. Parcel 4: The West 150 feet of the East * of the North 66 feet of the South * of the Northwest 14 of the Northwest 14 of the Northeast 14 of Section 33, Township 31 South, Range 16 East, Pinellas County, Florida. Parcel 5: Lot 1 of SUE BARCO SUBDIVISION, according to the map or plat thereof as the same appears of record of Plat Book 1, page 26, of the Public Records of Pinellas County, Florida. VICINITY MAP Not To Scale ZONE VE IEL 121 EXISTING F.E.M.A. FLOOD ZONE DESIGNATIONS INDEX OF DRAWINGS SHEET NO. DESCRIPTION 1..................... SITE PLAN 2..................... EXISTING CONDITIONS PLAN 3.................... MASTER UTILllY AND DRAINAGE PlAN 4............. ....... RESIDENTIAL AREA LANDSCAPE PLAN 5..................... COMMERCIAL AND OFFICE AREA LANDSCAPE PLAN / I I , " " , , , , , , = c.::...-" C) 0-; C) (" .... z w cr ~ W Q I- o <: -l <- wCiiiI J:j u <.:( Q>~ ""fEu (!)(I)lJ.. Z 0 - ~ U , , - -) :::::;) .. ./ , , , , , , EXISTING 4,060 S.F. OFFICE BUILDING WITH LIVING FACILITIES ABOVE. TO BE RENOVATED AS A TWO STORY, 5,000 S.F. OFFICE , , , ER CllY OF CLEARWATER REQUIREMENTS REVISIONS Parcel 6: Lot 10 of F.T. BLISH SUBDIVISION, according to the map or plat thereof as the some appears of record in Plot Book 1, page 27, of the Public Records of Pinellas County, Florida. CLEARWATER BAY MARINA, SITE PLAN'~: Parcel 7: Beginning at the Northwesterly corner of Lot 10 of F.T. BLISH SUBDIVISION, according to the plot thereof recorded in Plat Book 1, page 27, of the Public Records of Pinellas County, Florida; thence run Westerly along the projection of the Northerly line of said Lot 10, 23.7 feet; thence Southerly along the Easterly right-of-way line of Osceola Avenue os it existed August 30, 1939 and now exists, 46 feet; thence Easterly along the projection of the Southerly Line of said Lot 10, 12 feet to the Southeasterly corner of said Lot Ten; thence Northerly along the Westerly boundary of said Lot 10, 50.064 feet to Point of Beginning. Parcel 8: CLEARWATER PREPARED FOR: FLORIDA MARINE &: RESOR DEVELOPERS, INC. % DONALD L. HARRILL 670 ISLAND WAY #305 CLEARWATER, FLORIDA 33767 Phone: (727) 462-5282 PINELLAS COUNTY DATE: OCT. 18, 2000 APPROVED BY: DES.: T.G. Radcliffe DRN.: RRD CKD.: ~ SCALE: 1" = 40' JOB No. 30220 Lot 1, Block 2 of J.A. GORRA SUBDIVISION, according to the map or plat thereof recorded in Plot Book 1, page 44, of the Public Records of Pinellas County, Florida. LLOVERAS ENGINEERS Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N. SITE PLAN BAUR & STEVENS'~~~"'~,cA~~< SURVEYORS #LB 0000208 " PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 OF 5 JOB No. 30220 SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST N j! II If' " / Ii il i; If ," !f j.' !/ / ,. r: ! !i I i! j/ !I I if " I ;, f' ' If I Ii I " f!f ,:.f! ~O~WR:RAME ONE STORY ~ i;! ! (i~r __ __ r-ASP","T--':; ____"""oo"""~,~,~~",.=~O,,:C,,R;~~::.::~::~;', &::2- W2:::RO-~'~'~,~f:~~ FI ;' j - - - - - - SHEll ____ ~ - - ['" """':::" :~:~,~~~~~":,r:";~~!CC':cc""",::-".""""'C,:""",:,,,,:::,';,~' " :: ~6 0._.._ OftCHO,'T_" 00"", , f~_,__.t'~, L> l .' lii ......... ...m... .......... .....'''''\1 ; i \ il ., i, \, THREE STORY "I, ii: 7'b 10'0 \ \ ASPHALT... !S"O'.... ..... ..... ! .!.,.;! " . ", .. (:::.i::, ,..... ...... UETAl BUILDING \: '" ........ --,';';;"0' "0"5"5'0' "2" '.; ", ONE STORY M P . \ ...., 0 v .c:.9" ,...... i: /F I#' U!j " "C" FACE OF SEAWALL \ : METAL BUILDING (BOAT STORAGE) , ' ~ " '~ ~>,,~~~,::;~;:;t2"O, =:c ,C, - g. \ ! Xi : H! " !...! Ii ,,"",,",', ", "'!~',,'~ """"',""'," "",' ':.i.' \.. '" :~;r=~-':~~~, \" 'l"'r "t, ". \, /~;;1 ;J.F , I. - '\ n.... ...~~. ..... ....". \ / 1'::::::0",,::: .....J ii x'" ...., \ .....:. !f:: /i7/ .....~. ( . . ...- 1 00' ' 0,...... :/I}! if; ........................_............m................._................j CONC. .............. . " ,:;y i: "::: .... ......... ......._. ....._.::.;:. mm ~ ~ ~ mm ~ ,,' ) A , , , ,,' '1-1"1~~r \ Ii: f (' ,.,,'....~.l.',;,;.f , . .:........ ..:.....:. ..:....:, I ; i ! i ! I ! ii'; ,J' / ' 1. , : I (mm m Ii r ASPHALT ~ "m ""'mM;;:~~~O;G' mm ..' .m ". ;'1 : LL-'-L~1 \ \ J ,; A / ,:'; ~~... ..... ...~. ..... ...-- -'-... ..... H'__. .....; .h__ ...... ....... . ....n ...__. ...... .....1 ! ;~.__h""'"'''' . t PUMP if ! 15 COVERED BOAT SLIPS :.'. SEAWALL \1.................. RIM EL. = 11.41 : ~;! i ;fi! ;.~:::~;~, :~:::::~:, ". ::4' g~NC. ,~ 7/ WOODEN DECK ,... ..... .._... ...... ..... ..... ....... ..... ..... ..-.. ...... ..... ..... "''' -..... ...... ...... ..... ..... "'.. '"'''' ...... ..... "m ..... ..... ..... ...... ...... ..... ..... m........ ...... i.l............-.........-..__........ I~~: r: ;: g:i6 'T 'i"': :~. / !~ ji! j . . SLAB ' ..... ..... ..... .... .. INV. N. =.: 6.65 i; \- . y.. ..1 Tr iZ ;jf: ""'":~ ::"": if :' ~ 5~:,: 1; I .'}: i . 'il. EXISTING DI ~1';1~O' ;:1 JI !...,. {;METAl POLE w/FINA ;;._............m. , ////" /f'.// jf~ !ii! GI RATES EL. ;=221f.97 (WOOD) ! j........,t-..~.~~...~.~:,.::::...... GAS SIGN (20' HIGH) F"', ~r............m. \ {/ // I!;' '. ;i~ :~', NV. . = . . ~; . .. :~"'" _',', ;/ ~ ;: ~ :,,' ! If, '. ::~ (1):\\ / ., : / CONC. f ;/',.. . ....:'...."..'......'._.. Ii' ',', !I..., SEAWAll H................. ..............~.-,/ ^I"/I ./:'(; 'i '?:", / /! f:.' ......... i 1 ...... I..... ..........', ",1 ...... ..... .......,....J! // H ..",,4" .p........ ~~ \15" ~, ~ ;' i : i d ! N: ..-\...... / i / .' I I / / / / I:. .:/,' ~~~EfAGNRK~U.ND "'!.: CO~~.-"} ~p~~i.i=::::,:',:::::~7? ;., \ ,.:\"../{ /? n. EXISTING JB ::.........n..m. /,."..,' ;; ;? e / 1. T \!f i ~ .\;,>.::..::>n..._..I...I......m...)....:N:;:.......I.::~~H:.~~:.~rsO:~:...:::N.:C~~~.:~:.STR'...:,..:.L.:~:.:.:.L::~...::..:..L:~.:.:...~:~:::,..:~..~,t...........nn.:../....n::n:.::.=.\"\'~:"/ ~! , '.... <:~,. :! !,' " ''''-,\"j( // Ii' /WOOD DOCKS RIM El. = 5.56 B...........n.... : h;1 ,'p......-r...'! .!; i 'I ': :'" u EEr (' /...nnm:;'2;;O"'Z";:r',:':.. .....iL12'!De ~;N~H~~%~.~ ". SHEll ,f',~~.'..'.. :~:. "::":~>:>~::,//~../...!... .,:,:; 1/ (~/)/"\ r"'>"C,/(~/,?~ .:'. 18,018"0 '. /" i' ", _ , ' INV. S. = 3.29 ........n....... ~ "ii' . PLUG ,"...:," ". . --, ...u ..12 Dg . .., ,.... I " .) "~~.. OUMPSTER p,i, ... '~(' ," r, >/J;~~~;t/ "'~."'~f!t~~' 1.31 II' if I!),>,,~:~~."'<j!, ::'= ~~+ _m,:c;.;'~~ ~\i" ~"",)f+ r~l~:.;,,;c:~l:~~~f1:t<~~~~~~2:~~~;Sg~r:::f';:/(~:~c~>lh'~'l' lTP N ~ ,) '.' . U / ' " '. " ........... ..... ...U n... ..... ...... ..... ..... .m..nn H ,I' / f, 1;J ,j ",,~) II !! ';! ~;!: ( ....:.....~E:XISrING ~ OFS\ i ;', i ! :' i :' .. \; . . T ...T...... '-'1''' m.,f, 4" 40: ; i . ;'" ! 778910'(WOOD) "-.. I " /!, :- ''-<::::., "<~ :, //'..,'.,.',,~/" "",:::. i.:,:...!:.:;:.n .m...........n nm ..... m.. mn ..m. ...... ..m ..... ..... mn ..... "'n ..... ..m. "'m .m.. ...--- ..... .un ..... n... .n.. ::..............m /' EXISTING" ~ rJ \~5'~ ~J; !!; i ;,;; !,\~0.Y I ;' pRATE E~ =i 1458: '! ' ! \i : :. \! ! ; i~ 0: ; .'; , ONE STORY MASON~IDRvY~ . ~../' ,/ ,; ,/ ./ .,.~ .,:~.,.~:,:~..;"::-...~"L-o,/; ii / LIFT STATION Vl,,;.\"'..i/........,(J Ii \! L! i.~; ::.:::: " ; fl tzN;., ,N-.. f' 1~.6~.~: i'\J Ii 'f, i i'. i i : ~ ;;' / / f ;' : BUilDING FF 6 09 ~....~....!,;: .~ / ---AI 0<,;-:: Of:", 18 COVERED BOAT SLIPS "................ ,/ .' '\ / .):'''',+''1~ f i~ i! ~! ~;.;! ii EXISTING L'2:J"'8-'oib'j "'" . . \: . ''.. . J '.! : '\ i i ; ,~o / ,i,/ . ! ,. ............"'"J / ! !: '.- . SPit ~ :''-,::,,' ke, if i ,: / 'Cb / ,7 ~ i ; : iJ i ft. :, i ~ DETENTION :' '-'::f, ............ " , , ' " /!~./ / ,f " f '{. ..../ ,V / ,/ .,' P-4I?I(f~~'" ----' ,.~:::,-.:"ft:~1.. !! i ! i SEAWAll . if................. ,/ / / / . /..........j ; ! i !is!\ ~ i! !~, AREA 3:;";! l.:'...... ),' .' ...... .i....., . ""'''''' ~'I6f' ! l ' ..... ,==,! ,I/y~..~ i ' / ." / I /' ~.\. I: if,' , i. :.' : ; , ;.' ..... 3" ... I .: .l"-EX'ISTING DI .: .'.... . ! 0 ,! ,~ """.1..,' " ,,! " .....::::.. I' I I^""" )' Jo. ' '/ .. '!>t " ":::,/1.. /' ./ i i "?..m....,.m..~: I.. ~ . "", i . "'" i / oj" GRATE El 1912 " , ..,....';, ~ I.. / "';:..:-.. / j ~ I .' . I 1 ~ - - -5- --.. --:::",~, ,I; .. / .:' ,:( !/ I ! " '-......( / ~. : "'~!." /1 .( ", "..I ! ! i i i i) ! I i J i i i ! : : i i ~ I 1... .1.......1....). ....f.6..I.....j.....-1--....I....i......j.....i.....f......f....:.:...:......::.:........~..._.....::.~....; !!,' I /".......)..j.l !/ .1,\0 i \ Ii!iR" f 5(,.r, :' 11"....,.,.... ! .:- 4"; i! i j.l: i l! (' ../"ij~: I / ILi "'~:6;,TE~i..=E.5.~94.97 '~.J f)) /h l~ ,<:"",.~".... // ,:,! .,,(, ", /ASPHAlT~ ....". ..,...,. . ...n" ! / / ,/ >~.:t,~J/ ~!<//!iu)! '~{-r4, \,-!;:;~~~~T~f2:~r~.." 1:, ...o.....<-..'?'m"u".m....4t~r.;;:.,:..::,';:J!i .. "'~~":~"'ll~!!./ ~ THROAT El W - 505 "" ~-" : r J.,.~,,' ,'<~{, .. ......... ......... ......... ........., ........ ... COVERED WOOD DECK i, /.... -......"., "0'''''; 'f''''<' <,..... ' /" .... /: f, ~.': ..,.(:: I' : . ... INV. N. = '1.70 - . ~ "'<~:t.:t}> /.~:", ~~ . /,"'z<.~-=.-=., <">.~..:/ j'-"" "" /. ......... ......... ..m..'" ......... ....... w/2nd STORY PATIO r7~".;:.,~"..,~::i.:,.."j.:.:::...,...../ 'j ~ ,.,1 ./1 i ! i !!,~\,~i !\ l"'.,:/:::i!;::.~l...,............ II "...__...'.....t"o 4" r.......;i... II! .../..~~""'i /4"'~ c;A~RRY/LAUREl' '-... ....~ "'" I 'f) I..>;i' I,' .... ~'., '<'".:! 'I ". ,.'.....m_.... ....I.."...~-;:...... ..................... nn.<.>" ' .... .. .f 'j ,f:" 1.'(i h 'h. fi' "0-... ,,OJ '..... . . / '..} ,! / . ~ ........) ..., ~~ ~~_~. !(,,;/ ":.~. ~.:::.,~ "':"': . ,.:::".:;~, ,f "', "" 19"/ tt: i i i I ! i i ! i i ji ! i I ! I i I I ! i i ! 1 i i ,r/! J 1 if ;~::.:~ -..., ,.;;...:~,:~/~~:?::=~,.~:(:.:,..// // i I Ii Ii ", "\10'9\, /~/ r~~..--.,...,.. 1,,/ f 6'/ ..t,.7'..'."fr".J.../..~,...... ;' //.......,....,1/ / / / / s. ~ .......,.:_ __ -'0'.' "ff""", :"./.! I '. .' i i i : : i : i i : : : i ; : J i ! : ; : : : : i i! ;.......;.......~ r! / .....;-~( ;-,~ '-.::..;;:,.,..":>-;;':l?;~~,,..-6' :? :~ l~ \:\'\ \ l 4"tf'7 . ~ i ;: : i :"'" / ; ; .....- ~:: f: : (:) "4", ~%~ ~g~, ~~~IN~""'::.::::""""(-" ", 2<,,?'m L ",' ,,' L 'L,~~~::.L~:~:.~~:~:~j~bs~t"b+J.. ,J.,:f:1~i~~~+=bl~:~:~~Ji:~~N~i- "j ~:~.'~~~::f:'K;.:.:':.) //:,:, ;.;~ l /f Ir ri~E~X'I~s~Tt'I'N:G':\ D''''I\\i,,''''~'''''~ I{.........,/-~"':.~,: / /.../ ~~~~.~~~,'/ // .'~,J:..byl! / // / l' ~ ,.. ~~')." .... .. ~.. *,," .' ".' .... ~ ".r. __ _._ .i. '.. ~,' -.:-___. _ _ ..-..-. _ f !\;i'.......... ....; 'lESID~ ~I;;. i' i :! .' :: :Y: : ; i i A : ........ ~ : ,'y." / "< .' /' . )'"'' ,; , ."..~>... 8"O'~\ /',.....' ~ ..' ....np....................13................................; i f,'V : I;;.NCE'! If:/ .i;;: i l,i' t GRATE El == 14!;/2...'..../1 .' .. ..,:,. ,'/ ...., If, .' ..:.'..,.... / ~\ // .,.... /'8" _~ !.... ..../.....\! " ',~:.~-:: -.... ! j, //;// ! f ! / [I!i! :J 1NV. W. ::; 12.29' ~(r / .IVIV 0/ ...~~:.. .,..! /.: y:....._".,..) /;':' :' ..... / ,"-it ",.."" ...... .....! 0 -- /"'-f. '- ....~....."'. .---.........1....:/ 1;// ! i/ ./ i.l f;': i..: J I ! '! l ; / " /tr'.'7"-...../.....v ~.....",: ,. .'?...:...~......::.r........ f! /", ", ~ ' ...... ............ -- ..-...9......' ;.", Glr";' ,;, ....., y : / . /. , ,IV <, ""1. n'''' ,.......: !. " " . .,....~..,.... ......... ,"';..... !,:",":~. ..,__'" ,.... I .....; ! ........... __ /:i/ ~:: :, .~. /.......~.::. { ,/ : j i/ i /, l': "',:v 1"- ......' I : ; I 1 _ '.3;. ..' .- / 18"" . .-.............. .".. ..'.. - 10 -.. ." " ' <,.'. 'Yo,..... /, '/ '.' /, '/,; rc" /. , .., , . ............ I .:'::t*t;" ~/ 0 -- \.. /;/. ':::.::::.::::..:~::~.:~::~.::~.;::::::.-.~.....n-...">y .-, ~ j' :; ;!~/ / ....:Y-..,..,.~.:-L;j ('j 1" / ! ,-!, /t: ./ !".,....:rV ...~./-,... ""1:' / / / Ii "". ' , ,/ ......__."'.. ~........ ....,-...12.............,:(' ./", '." / ~-"""-',,,,,,, '/ ' , ,< ; , W "-"'.- 'V P.l "':' , .............._~.., '~'1 ~. "," , .......,.......:..'.....13...<:' / /! ~!.. ; / ,', / ~ .....,..w.:.....,,! ,7 ,f !.~ In; "'<..."". <v (/--."'..: .." .. .. .. 0 SHEFELERA" '..' 1... __ 14-..... ." . , /' "", .... " '" .... ...... ..." ''<~ . ~ ' ..L.. '?- "" . ",. . , '''. . """ ,,' ;:>......,.,' 15 -- .. i .!", ,': ..........:L~. '~'" ", ,,: Co . "~ '!""" "-"" ! .' , ~ . .,/............16.'..'~:~17, \-j- / __; ~":' f.,..... tvCl?t.,./ srdi?? ...... .....,.. " "-". /,' cc: / /' /"...-...../ .....\ ' /'''\'' / / ...~...... ". 8LOCk 8 ....1 \! \..,./ V .// ~~..::.~'-~~/~WI / ......_..~. ~..... ..~.~.-' ..__ .u__....... ..., .. .~ ....... ...... 0...... # ,..,.,--,.) ,/ ....... ./ // / l ... / f l ......... ! l' i ;' .: f { / 1 " l .' f 0' 20' 40' KJ-tJ . SCALE IN FEET 80' I ,. f! !I / " EASEMENT NOTE: PROPERTY IS SUBJECT TO A DRAINAGE EASEMENT RECORDED IN O.R. BOOK 101, 101, PAGE 274. ... .~-_...... ......--... ....... EXISTING CB GRATE El. = INV. W. = 6.60 INV. E. = 6.74 DEMOLITION NOTE: EXISTING DI GRATE El. = 13.27 INV. E. = 9.89 INV. W. = 10.01 All EXISTING STRUCTURES EAST OF NORTH OSCEOLA AVENUE SHAll REMAIN AND WIll BE RENOVATED. All EXISTING STRUCTURES WEST OF NORTH OSCEOLA AVENUE SHAll BE REMOVED. EXISTING DI GRATE El. = 13.10 INV. W. = 10.82 ,o-1.s,o~ At~,t/'''<l' ~~~ ASPHALT PARKING TREE LEGEND No. DATE REVISIONS DRN. CKD.APP. SYMBOL DESCRIPTION o OAK 6. PINE o PAlM (I CITRUS o OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 4" D.B.H. OR LARGER HAVE BEEN lOCATED AND SHOWN. CLEARWATER BAY MARINA EXISTING CONDITIONS PLAN SHEET NO. DESCRIPTION CLEARWATER PREPARED FOR: FLORIDA MARINE & RESO DEVELOPERS. INC. 96 DONALD L. HARRill 670 ISLAND WAY #305 CLEARWATER, FLORIDA 33767 Phone: (727) 462-5282 PINELLAS COUNTY DATE: OCT. 18, 2000 APPROVED BY: DES.: T.G. Radcliffe DRN.: RRD CKD.: -<< SCALE: 1" - 40' JOB No. 30220 I SURVEYORS #lB 0000208 . , F,LORIDA INDEX OF DRAWINGS 1..................... SITE PLAN 2..................... EXISTING CONDITIONS PLAN 3..................... MASTER UTILITY AND DRAINAGE PLAN 4..................... RESIDENTIAL AREA LANDSCAPE PLAN 5..................... COMMERCIAL AND OFFICE AREA LANDSCAPE PLAN LLOVERAS ENGINEERS Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N. BAUR & STEVENS PLANNERS Fax: (727) 784-8153 CLEARWATER, flORIDA 33761 SITE PLAN JOB No. 30220 N 0' 20' 40' H....)-(.J . SCALE IN FEET 80' I 2,500 S.F. RETAIL AND BAIT SHOP 7,500 S.F. RESTAURANT CONSTRUCTED ON PILING PARTIALLY OVER WATER "- , EXISTING DBDI GRATE EL. = 5.29 THROAT EL. E. = 4.97", THROAT EL. W. = 5.056"We INV, N'~O PROPOSED PRIVATE LIFT STATION -', .............. CONNECT TO EXISTING CITY OF CLEARWATER WATER MAIN PROPOSED 1 1/2" POTABLE WATER METER w/REDUCED PRESSURE BACKFlOW PREVENTOR DEVICE /" <. EXISTING 6" CITY OF~" CLEARWATER WATER MAIN PROPOSED FIRE HYDRANT ASSEMBLY 1W' TYPE PC-l ASPHALT 62' 19' PARKING BAY 12' 12' 19' PARKING BAY · SUB-BASE COMPACTED TO BEST AVAILABLE DENSITY WITH RUBBER TIRE EQUIPMENT .~ AN ALTERNATE OF 6" SOIL-CEMENT BASE (300 P.S.1. - 7 DAYS) MAY BE USED IN LIEU OF THE BASE AND SUB-BASE SHOWN ABOVE (BOTH SECTIONS) IF APPROVED BY THE OWNER AND ENGINEER. IF THIS ALTERNATE IS ALLOWED. THE SUB-BASE WILL BE COMPACTED TO 98% OF MAXIMUM DENSITY (MODIFIED PROCTOR). · L1MEROCK BASE COMPACTED TO A 6" MINIMUM THICKNESS AT 98% MINIMUM DENSITY MODIFIED PROCTOR MSHTO T -180. · 9" STABILIZED SUB-BASE COMPACTED TO 98% MINIMUM DENSITY MODIFIED PROCTOR MSHTO T - 1 80. STABILIZED AS REQUIRED TO ATTAIN A LBR-40. 1YPICAL PARKING SECTION NOT TO SCALE I?ctl\10 /~' V,cq I'cto . I FINISHED GRADE ! I ;d !I 140 UNITS 21 0 PARKI NG SPACES PROPOSED COVERED PARKING (lYP) 12 STORIES OVER PARKING 2.8 ACRE :f: SITE t. GENERAL NOTES: 1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR INTERVAL =' ONE FOOT. 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE, SUBJECT TO FIELD SURVEY. 3. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. TAKEN FROM ATLAS SHEETS. "AS-BUILT" PLANS AND FIELD INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES. BOTH PUBLIC AND PRIVATE. 48 HOURS PRIOR TO COMMENCING CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION. 6. THIS SITE LIES WITHIN THE CITY OF CLEARWATER SANITARY SEWER SERVICE AREA. 7. THIS SITE LIES WITHIN THE CITY OF CLEARWATER WATER SERVICE AREA. GENERAL LEGEND EXISTING DENOTES PROPOSED '!>8..,.1 OR ..,. ,!>8.1 ......24----'25- _ /-- ,,---- -~p~- - - - - - CURB- - - -(}--<::H)e- ----I}-- - J.B. ~ C.B.....i' T LATERAl M.H.~}--<:rSe- WYE~..7 ~-W--W-- "-F.H. e ' ~.v. - --<!- -FMe- ~-- - --<f- - - -S/De- -<f- - - - - Right-of-Way or Property Line Spot Elevation Contour - - - ~ ____24~5- Pavement ASPHALT . 4 D~D.I. J.B.~ c~ I LATERAL . 4 :::; ~ 0 M.H.~. t W WYE ~ C.O~ "-F.H. ~G.v. - -C -FM- -C - --c-S/D--c- Storm Drainage Sanitary Gravity Main Water Main Force Main Sub-Drain Water Meter <8l SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST t., ~ :: I:; 0'" :'// : !/ if; .' , II /; ,- :/ CONNECT TO EXISTING CITY OF CLEARWATER 12" WATER MAIN / EXISTING 4.060 S.F. OFFICE BUILDING WITH LIVING FACILITIES ABOVE. TO BE RENOVATED AS A TWO STORY, 5,000 S.F. OFFICE DATE N :>- 41( VICINITY MAP Not To Scale FIRE LINE NOTE : DENOTES 200 P.S.I. FIRE LINE TO BE INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR. NOTE : WATER AND SEWER SERVICE TO REMAIN AS CURRENTLY IN SERVICE , , REVISIONS -- DRN. CKD.APP. CLEARWATER BAY MARINA MASTER UTILITY AND DRAINAGE PLAN TREE LEGEND CLEARWATER PREPARED FOR: flORIDA MARINE & RESO DEVELOPERS, INC. 96 DONALD L. HARRILL 670 ISLAND WAY #305 CLEARWATER. FLORIDA 33767 Phone: (727) 462-5282 SPECIAL SUB-DRAIN NOTE: SUB-DRAINS MAY OR MAY NOT BE REQUIRED DEPENDANT UPON SUB-SURFACE SOIL AND GROUNDWATER CONDITIONS. THE ENGINEER AND/OR OWNER WILL DETERMINE THEIR NEED AT THE TIME OF CONSTRUCTION. SYMBOL DESCRIPTION o OAK /::;. PINE o PALM (I CITRUS o OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 4" D.B.H. OR lARGER HAVE BEEN LOCATED AND SHOWN. INDEX OF DRAWINGS SHEET NO. DESCRIPTION 1..................... SITE PLAN 2..................... EXISTING CONDITIONS PLAN 3..................... MASTER UTILITY AND DRAINAGE PLAN 4..................... RESIDENTIAL AREA LANDSCAPE PlAN 5..................... COMMERCIAL AND OFFICE AREA LANDSCAPE PLAN LLOVERAS BAUR & ENGINEERS - SURVEYORS Phone: (727) 784-3965 #LB 0000208 29228 U.S. HIGHWAY 19 N. SITE PLAN ..;~:.. " PINELlAS COUNTY DATE: OCT. 18, 2000 APPROVED BY: DES.: T.G. Radcliffe DRN.: RRD. L.L. CKD.: "'fW SCALE: 1" = 40' JOB No. 30220 JOB No. 33761 5 30220 ". ,," .-,....~_.:.... .....~...... -' ~~."..~.... ............. ....... ...-.'-" .-...... . ,--" 1 '"' /I ...... " ...... " ..~ ,... ........, ... .. ,.... ..'......- /' 'V, ~ ...." "" J:'v'1 ~ JV '" "" ,~ _ , , ,.._..~.... ..,~, ,.. ........' ......... -..,.......,... ..~.. '''..... ........ ....- ..-......., .......- ":'::...:, ::....... .......:'..:..'::,::..::.. ........, ..~.. .......- ..,......- ,..,..' .. ...rv1- ...."-....,, - A - -<v1...." rvl - A - rvl , ,A - .. "~. }' ~. ", c, ,. ~( .l > 10" f .._.., _m_ ..-'- ....'- ......-....- ....-.. ....,- ......., ,..".. .."- -"''', m.... ""''''''''-''''' ...-.., .......- ,-" '''-,.. ......- ..~.. ......- ........' --.... ..-.... ......- ..-"'" -....... ..-,....' ..,.. ",,-"" - -, >"'<' .( ',,' ~, C< 1 \ ,;)J ~ i,- ..5.... ~ "'.-~'*'.a ' , "'-"'m__ "_me:. "'_.~~ ~ ,,, " " " - _ ~.. ~ ~ ~,:,:!t!::::j?!!}t}:i/ - - - - ----,-""... '<<' ~ ~ ''"i'.~D ~ ,/T_ ' · L lD, 04.4 ORCHIO 08" "~';;, ~r"it " :\'1: - m 1Ji1I ~ "' ... ,,: ~ ... < \r~O ~" 1Ji1I ~ .~.:.:.:.... ~l 'p,:i:~':i:i:~~i:i:it 36" () I,: :::::. 1 " "":/ J J. ..:....:::.:....:.::.:....:~r::.:::.:~.:;..:i..:i:.f...;.:::...:...i..:~..;..:~....::;....::;..::;..:;.~.. We ..,--'-'~ '~_ '- c, -....... "-"_...._=~,_.. _ .., X no.h....hh ~~... 0 ~~ ~ ti::,!?i: ' ~~ ~ - --- -" , -"'...,- ,-- " .......,m, .... X.. -..-...., x........ IOm.~ d I ~~ ~~ , ~~ .:.:.:::i.:.::.::::'..~::.::..:::::..:.:::....::.::.::::.::.:::...::.,::::::..:::.::...:.i:::.;:.:...;:i:!.: I -=:'11 --- -- , :-c" " f. ~ '70 ...-~-_........, ~ ---............. : ~ ~ ~ ~\ " ~~~ ~ -/ 0/<< ~ ~~ "/ -/': ..... ~~lo...' l~%; " ~ ~ ..~::iif~~, !t\. I~~~ '" .~ J I- 'I I.- :]: . . 1 -- -- -- -- ::~: ::::: !l! .:-:. :.:.: ..... ,:,:: f-- .'.: , j ~ ~~ 'f L~"\.-J..' ~ ~~~ ~ r]Nr ~ ~'J-I{'r.... \..'J~ 1'-1 ,~ \. // ~)~ rfIIf' I ~ , ~ ~i:lpn'k,:~~~::::.......- ...~ k.. ~ : t....m___ ..JtJ.t.. ...:.:.:....6~~~~. .~::::::::.:.:.:.:~:*::; ................--- ................--- .. ---.................. ....._-~.._-.......... ---"............... ---................. AVERAGE HEIGHT OF SLOPED PORTION OF ROOF, EL. = 112.0 ,..------ 1 1 1 ~ ::::> ~ ~ 1 (:) o ..-- 1 I I I ~ ~ G {) ~ ~ o o o ..:{!!fi~~1~~l~~i(~ii::ijj' r ;' ;' SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST '- r- \ ) L----"\ _____ -----~-----'_LL--- r I----.lJ 1----.1----.1 './ 7" o 10" () -....:: ~ ~ ill"II/It .. 7" 10" ()() 8" 5" 5" 5" 0 o 0 0 12" 12" ~9" ~- 0 0 7 ~ 21" o 10" o 00 12" It' \.~ - - 6" / ~ - x ~ ~ ... ( v--------J - I rt-. r--r--- 7 \ 1/ r--r----_____ 7 ..-f- --- \----- ;... ~v IIP'r'T rt1~~_ ill ,I 'L ~ ~~ ~ l - j V J ~ -'---.l!-r---. '---. -- J '---. '---. 1/ '1_ -~ ---- ~c~ . il.:; ~ ~ ~ ! .~ ~ r:r---'B ~, ....__J____ '-- r'''-_.. j / ,~ ,~ / >{ " \. x L... ~ ; --------....... ---- ........... /........----..... L........... j ____~ 1..__ j -~~~~~.- ~\ ---"- , -~"" -"-, _~^' ~"... -17 1\ :"':"'" .'. .,:~..'.MM.:.',.,.. .. ...... .... ........_1I I' >'x~,~'i,~@l: ~~, ........, W.' ., ... , . 'x ... ,....~.. n~....... .'\' , ,..~.......,~,........._,......_.._....... "..,_......... -.......,-.... -............- m..................._......................... -..-,-..,....... -""'~"'" ....._,-'..' ,".....-.., ,...~..',' 1\- ~k'\ f:j:.:.:~~~~; ::~ 1\ \ ~ EL. 125.0 MAX. ELEVATOR AND ANCILLARY STRUCTURES C':; r\:\ \ ~ ~V :7 1\ \- ~ ~'(' /"\ / \ \ \../ ~ }7 7' ~~ \ , / /~ \ \ ~:;::;:: . ..--.......- h_....__ -jll!ililit::~ -~ ~ ~.:,.:.,.. >:::'.' .' ~j~( :I1~ jr fX. {~l~i~~~t![[ ~'7 1./ i ~ : - JI>.l;J, i..._.~~ . . . . . . . , ~ 8th LIVING LEVEL 7th LIVING LEVEL 6th LIVING LEVEL 5th LIVING LEVEL 4th LIVING LEVEL 3rd LIVING LEVEL 2nd LIVING LEVEL 1 st LIVING LEVEL EL. 16.0 -- --PARKING -!- . I . I SECTION A-A PROPOSED TREE LEGEND LIVE OAK ( Quercus lavrifolia ) CRAPE MYRTLE ( Lagerstroemia indica ) EAST PALATKA HOLLY ( Idex apaca v. pal. ) SWEET VIBURNUM (Viburnum odoratissimum) PITTOSPORUM ( Pittospourm tobira ) GROUND COVERS WEEPING LANTANA (Lantana montevidensis) BORDER GRASS (Liriope mascari) MONDO GRASS (Ophiopogon japonicus) CREEPING JUNIPER (Juniperus horizontalis) ACCENT SHRUBS SEMI-DWARF AZALEA (Rhododendron spp.) INDIAN HAWTHORN (Raphiolepis indica) SHINING JASMINE (Jasminumnitidum) EXISTING NON NATIVE TO REMAIN EXISTING TREE TO REMAIN AREA TO BE SODDED ~ I i , ,... J'" ~~ 1 I A 5" 8th LIVING LEVEL Ll -::. ~ ((m~ I \: \ , ~ ! ~, +A 7th LIVING LEVEL I ,).;...., r~ I~- ~::i~ / 1 15",17" () 6th LIVING LEVEL I 1 I ; , .; : : .: 5th LIVING LEVEL I I )l.~_ r::;l , .' ~~ ! ~p :,:' , 1 I \ '\\ y '<Ci 4th LIVING LEVEL 3rd LIVING LEVEL ~.l~ ~n\~ 4" ~ '. ~ ~~ OO~ \"" ' I 2nd LIVING LEVEL I :':5' - COVERED PARKING ~ I \ \\ Y ~ 1\\ ~ I 1 st LIVING LEVEL EL. - 16.0 () BFE ... 12.0-..... . . -. -.- T . I..L.J . . . I I I ::.....) j f'" ..../ ; PARKING - -- ::.' 1:; ." ~' . ('-_.~ ......... BUILDING HEIGHT DIAGRAM SECTION B-B .~~r ~rJ- <~~) ~.~~::~. --....... , .._.J.... f ,', . t....... [:1.~:~ /' NOT TO SCALE ~. ~i: .' ::. j ii' ~ ~- "~ ( ~~~ ~ ~ '\ 13 14 11 80 7 7 7 11 8 J ~ ~ '///. NOTE: 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DISTRIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO MUNICIPAL WATER SOURCES UNLESS IT CAN BE DEMONSTRATED THAT THESE SOURCES ARE NOT AVAILABLE. 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED AREAS, SUCH AS PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDER PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. .,/c. .. .. .: /lr!!:~1 ';' .,,'11 .' 7/~/ ~ \ .:t "::'~:'.~.-.. ".-- ...... ..... .......--.... Irrigation System Shop Drawing Requirements: The contractor shall supply shop drawings for the irrigation system for the owner's and engineer's approval prior to ordering any equipment. A minimum of the following information shall be included in the submittal. "=""c,c::':.~'~:'~~"'" : ~'-s~'j i .\'"'.~'~~~-:.-:.-:.-:........ . ~~ A,Q ("'VL.." :::..~- --~ . ~-<, ':':.:':<~:. ". ~..' " "-:"'" A "'::-",,, .~ '. ....... , \ , List and catalog information on all equipment to be used: 1. Type of pipe 2. Type of fittings 3. Sprinkler heads 4. Timer 5. Valves (automatic and manual) 6. Wiring 7. Drip lines or devices 8. Rain sensor 9. Well and pump SYMBOL DESCRIPTION o OAK ~ PINE o PALM J) CITRUS o OTHER AS NOTED SIZES AS SHOWN NOTE: ONLY TREES 4" D.B.H. OR LARGER HAVE BEEN LOCATED AND SHOWN. TREE LEGEND )'2'-,' 2'?'"...:; ~ I I '.A\ 'Y '.J} -.....; .,/ .............. :l ~~r :-:. ~;~l~~r~~ i1Mf:111:r ~J::" N I); ~ ~5I 0' 10' ~....._..... SCALE IN FEET , , , , , , , , : ' , , , , , i ' i; : ' r I , , , , , , , , ! ' . , , , , i j f i. : ! f i 1/ i , I. ! i ; i ~ :::::::::;:::;::.' iili'~~.I'II!I::i .w/ , ; ~~ ! / , , / , , , , , , , , , , , j i I ! ! I . , , ! , \\ ! , \ \ '\. \" ................. ....... .......... 20' 40' I , , , , , , , , , , , f f , l ! I , , . , ; , , , , , , , ...., ......... " . ..... .. " ". ...-. ............ LLJ ..... ...........-------............ ~~~..~.~ L.t..: /' ..'. ":::~:.::::;::::::::~::: :::::::::: r"!-".-/-'" " .....:;> /f ..,. " ., If 1: II " " ~ : " f! " if ': It Ii J; DESCRIPTION INDEX OF DRAWINGS The drawings shall contain the following design data: 1. General piping layout with main line sizes 2. Approximate head / distribution device placement 3. Zone flow demand information 4. Any other pertinent information required to ascertain function of the system proposed SHEET NO. SITE PLAN 1 10/26/00 No. DATE TYPICAl TREE ---..... - - ~~~( ~~ ~~~" ~~~ / '/ '\:' "" =) '- ~ EMOVE Nf( DElETERIOUS MATERIAL WITHIN 2 1/2' OF ROOT BALL OF TREE AND REPlACE WITH SUITABLE NATIVE SOILS (TO A MAX. OF 4') I - ~ONLY SUITABLE SOIL SHALL REMAIN IN PLANTING AREAS. All CONSTRUCTION DEBRIS AND DELETERIOUS MATERIAL SHAll BE REMOVED lYPlCAL PLANTING DIAGRAM NOT TO SCALE IRRIGATION NOTE: THIS LANDSCAPE PLAN REPRESENTS THE MINIMUM ALLOWABLE LANDSCAPING FOR THIS PROJECT AND IS CONCEPTUAl IN NATURE. FINAL PlANT PLACEMENT AND IRRIGATION SYSTEM LAYOUT WILL BE DETERMINED BY THE LANDSCAPE SUB-CONTRACTOR AND WILL BE APPROVED ~ A SHOP DRAWING. SCREENING PLANTINGS NOTE: ALL SCREENING MATERIAL SHALL HAVE A MINIMUM HEIGHT OF FOUR (4) FEET WITH A FIVE (5) GALLON POT SIZE UPON PLANTING, BEING GRADE FLORIDA #1 OR BmER. THE MATERIAL SHAlL FORM A CONTINUOUS, UNBROKEN, SOLID VISUAL SCREEN WITHIN ONE (1) YEAR OF PLANTING, BEING MAINTAINED THEREAFTER TO SPECIFICATION. TYPICAL REOUIRED PROTECTIVE: BARRIER WHY A BARRIER? 1. To protect 011 the above ground portions of the tree from mechanical damage. 2. To protect soli near tree from compaction and prevent root damage. 3. To provide physical and mental awaren..e of tree'e presence to equipment operators and contractors. TO MAKE IT WORK 1. Place no heavy equipment inside barrier, only hand labor. 2. Place no construction material or soli deposits Inside barrier area. SPECIFICATIONS OF INSTAlUNG A BARRIER 1. Minimum radius to be protected: a. Hardwoods-2!3 of the dripllne or 6', whic;hever us greater. b. Pines-dripline or 6'. whichever is greater. 2. Method of Erection (SEE DIAGRAM): A. Minimum height of uprights 3' and no less than 2" x 2" lumber. B. Uprights should hove horizontal ribboning at the top and 12" below the top. C. Uprights should be spaced at no more than 4' - S' intervals. D. Horizontal members of no less that 1" x 2" lumber. BEFORE PERMIT 1. Barriers ore to be erected around remaining trees before construction. grading. or any trees ore removed. 2. Barriers ore to remain in place until 011 paving, construction is done and heavy equipment is out of the area. HARDWOODS PINES - A. 3'X 2"X 2" B. 12" C. 4'-5' D. 1"X 2" A ~ r ~"Y~ "t...r= ~' f~~~C~IB r ,- ~ ~, "1N 1M R1ER 1 I L~D:I:..J I LFULL DRIPUNE~ NOTE: You may use either ribbon or wooden barrier for hardwoods or pines. ~ ~ -- .., ....m- ~~~ U--c-iJ - WOOD BARRIER L.....-FULL DRIPLlNE~ LANDSCAPE NOTES: 1. ALL GRASS AREAS SHALL BE ST. AUGUSTINE SOD. (FLORITAM) 2. ALL TREES MUST BE 2" CALIPER AND 8' HIGH AT TIME OF PLANTING. 3. HEDGE MATERIAL SHALL BE PLANTED AT 24" -30" ON CENTER AND SHALL BE MAINTAINED AT A MINIMUM HEIGHT OF 3'. ALL HEDGE MATERIAL SHALL BE 24" MINIMUM AT TIME OF PLANTING. ALL PLANTING SHALL BE FLORIDA GRADE No. 1 OR BmER AND SHAlL MEET PINELLAS COUNTY REQUIREMENTS. 4. ALL PLANTINGS SHALL CONFORM TO "AMERICAN STANDARDS FOR NURSERY STOCK" ANSI 260.1. PER CITY OF CLEARWATER REQUIREMENTS REVISIONS RRD ~ ... DRN. CKD.APP. CLEARWATER BAY MARINA RESIDENTIAL AREA LANDSCAPE PLAN CLEARWATER PREPARED FOR: FLORIDA MARINE & DEVELOPERS, INC. % DONALD L. HARRILL 670 ISLAND WAY #305 CLEARWATER, FLORIDA 33767 Phone: (727) 462-5282 PINELLAS COUNTY ..,.,\.,..:'~:./::'if,l..O~PA. DATE: OCT. 18, 2000 APPROVED BY: .:t"~~~ ~...h..':'V ~'. RESOR'! DES" T,G, Rado''', ~ f'!.~t;-~...M $ d">.5.~\j DRN.: R:e. '- }........wJi~. !~" l:~ 8 JP> ~ ~~~~: 1" = 20' S. \I SA~Y" ~,~I! QYlffA~.......-/.~.:;~(':..'-jIJ:{i FL ENGINEER'S 4, .,~ "'~~_f~~g9.~;t:;~~'~1 JOB No. 30220 FL SURVEYOR &. ,ER ~~~" I~ UI 1,162 ~) LLOVERAS. BAUR & STEVEN~';'''rl7'' SHr ~ ENGINEERS - SURVEYORS - PLANNERS '"' 7' I r.. .' .... ,R~ Phone: (727) 784-3965 HLB 0000208 Fax: (727) 784-8153 ..J:.';J;;'~'1C., '5' 29228 U.S. HIGHWAY 19 N. CLEARWATER, FLORIDA 33761 JOB No. 30220 L . . .. . . . . . _ SITE PLAN 2 - . . . . . . . . . _ EXISTING CONDITIONS PLAN 3 - . . . . . . . . . _ MASTER UTILITY AND DRAINAGE PLAN 4 - . . . . . . . . . _ RESIDENTIAL AREA LANDSCAPE PLAN 5 - . . . . . . . . . _ COMMERCIAL AND OFFICE AREA LANDSCAPE PLAN ,'. f "') , 1 i ' l 1 , ' /' ! .. ! ~" ! ,. , , ............. ' I "-" ':':.::~::::~.....-.'// ;/ . /. . .....::.~... .......... ;"" , ' 1 1 , ' , ' , ' ,. " ,. " , . / .: , ; / ; "/ I ..<~~:~~::::::::.... ,...<::::::::::::....... ........ A\\~~I ')1~;)) i;'\\ \): J" A,r i \\ y"~' , i~\~~~ 'f:(;-:;::,., 1'\ ~\ I 'bi,)) ;F~;:\r c:?'.. /~'" \~\_r! ", \\ \\, fI" \,'Il '. ',.i\;~~;!/ ", :. '.' ." .'. .... . :. . .::" CONCRETE DRIVE. . ,.'. . '.. . :.... WOODEN GATE SECTIONS'. WOODEN FENCE SECTION ., .". .....; . . ...... ", A ". . ....... ."... , .', . .' : ...." ., CONCRETE FILLED STEEL BOLLARDS (lYP.) '.~.' .:..". "... .... . . ,.: " Co 10'-8" 13'-4" Pu\N VIEW WOODEN FENCE SECTION N / ./ , ' 1 1 , , , ' , 1 ,. l , ' ......f i".... i ' 1 1 , , I ' , , i ' I / 0' 1 0' 20' ~....._... SCALE IN FEET 40' I , I' ,.' ! ...<::::~:~:::>-/' 1/ , .....~:::::~::::::::..,. /'''1 , ' , , , l 1 ' , , l / ~....<::::::::::>.-. .i I / / ......:.... / / ......~~::"::.":j: / /..') , ' , , , 1 / / ! , , ! .-.....:::::::::::::.~...... , I , I , I I I I , , , , , ,I i , , I i , , ""<~:::~~-:lj ,f"'_~ i I 1 1 , ' 1 1 l ,f , : ....<:::::::::::~....." ....<::::~..,.. .....<:::-..... .:,...~.. ~:t....-::-. :.'::... n -~i:~f' ~j j?\~~:;:;, j('\\ \~:;? IA\ \.. .1 .1.1\\ \\If 1\ n \'11 11'\ \\ h /( ~,~, \y/ /(\\ \\~' "" \\ I! II \\ \\.'1 .1\ \\ \'1 11\\ \\ Ii q~.)! -, ,I ........ , I I ", ......~:::~::~::~:....,.... ,I / ... .I / ( '.....:::::::-!.;:!.... ~ft.::.~\; ~~r)' {'Ij " '~, ......... '~, ,., ~~, .......:::::~ ::~~::...... ....... "- .......... '~ " ~, ", " ........ 1 6" X 16" CONCRETE BLOCK COLUMN POURED SOLID WITH #5 REBAR AT CORNER NOTE: ALL CONCRETE SHALL BE 3.000 P.S.I.-28 DAYS NOTE: FINISH AND FENCE (TYP.) S1YLE SHALL BE IN ACCORDANCE WITH THE ARCHITECTURAL PLANS. A WOODEN FENCE SECTIONS WOODEN GArE SECTIONS WOODEN FENCE SECTION Co 6" THICK CONCRETE ReiNFORCED I.J WITH 6" X 6" #10 WIRE MESH 8,J ' lYPICAL SECTION A-A LLj ...~':-':." <~J~~' <~~r" '~ TYPICAL DUMPSTER ENCLOSURE DETAIL NOT TO SCALE PROPOSED TREE LEGEND ~ ~ G o ~ LIVE OAK ( Quercus lavrifolia ) CRAPE MYRTLE ( Lagerstroemia indica ) EAST PALATKA HOLLY ( Idex apaca v. pal. ) SWEET VIBURNUM (Viburnum odoratissimum) PITTOSPORUM ( Pittospourm tobira ) GROUND COVERS WEEPING LANTANA (Lantana montevidensis) BORDER GRASS (Liriope mascari) MONDO GRASS (Ophiopogon japonicus) CREEPING JUNIPER (Juniperus horizontalis) ACCENT SHRUBS SEMI-DWARF AZALEA (Rhododendron spp.) INDIAN HAWTHORN (Raphiolepis indica) SHINING JASMINE (Jasminumnitidum) (: EXISTING NON NATIVE TO REMAIN o EXISTING TREE TO REMAIN -Ji. o ":i@ijljill!!:jjf:j::!J AREA TO BE SODDED :.~..._) f 1..L.f ~ i ......... (,() t....~) :......~ CI.~ ,....... i I '-....... ;..~: 13 14 11 80 7 7 7 11 8 ,. " II </ i.' / !f /./ ::11 /j, . .,., !il ! / i , , , , , , , , , , , , , , , , SECTION TOWNSHIP 29 SOUTH, RANGE 1 5 EAST 9, \ , , I I , , , I " ; , ' , ' , , 1 1 , , , ' , ' / , '....../ , , , ; ,.. ......... .'. f ./ i ' 1 / / / t....! \ ....... ~- , , , , " / /.... , , , 0 ; i 1 i , i 1 1 , , ~" ......".....'\ /...-....... \ I ....... " i ' I .' i ' I 1 /.../' ", .... " ! /~:'::::::::::.:.. , " <-....i/ " II Ii /...: 012" ,I '. i.l It' ; I ...... 1.1 ,f/..... .r...........-~-..1 .~~~~.......u...... ...............---~~ ! I !-.-..........r ;--------........r i i ! i -"ruumum ,.m.........r-. r......-------'f uu.uuu!,f....... : ! ................... , ..............-.._-~ . , ~~~~_............... , , , , , , . . . . . . . , . . ..ur.......--.- I...........r , /I .II ....... // /,/..-.. 1/ .......... '~, , I' I' //..... // if ;i ". '., ............. ", " " ,. " " " " f! /; I' .. ........~ .... ....~:: ~:~::.:~..... ,i, ....... 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OR LARGER HAVE BEEN LOCATED AND SHOWN. ~ S. \I SA~Y" LLOVERAS FL ENGINEER'S LICENSE No. PE 8508 FL SURVEYOR & MAPPER LICENSE No. CLEARWATER BAY MARINA COMMERCIAL AND OFFICE AREA LANDSCAPE PLAN ......................... ........................... ..... :...... """'" I' \ ....... , \ I , \. , f )J . " '/ , , , ....... ~ ~"...".., .,..... ~................... ~ ...~"..,-.~_.... ~ INDEX OF DRAWINGS ~ FLORIDA PINELLAS COUNTY DATE: OCT. 18, 2000 APPROVED BY: DES.: T.G. Radcliffe DRN.: RRD CKD.: ~ SCALE: 1" = 20' JOB No. 30220 CLEARWATER PREPARED FOR: FLORIDA MARINE & RESOR DEVELOPERS. INC. % DONALD L HARRILL 670 ISLAND WAY #305 CLEARWATER, FLORIDA 33767 Phone: (727) 462-5282 ~....,....._' ....... .................. ........ ~ ~ , , " ,. , " ,. n u ,. / )' L . . . . . . . . . _ SITE PLAN 2 _ . . . . . . . . . _ EXISTING CONDITIONS PLAN 3 _ . . . . . . . . . _ MASTER UTILITY AND DRAINAGE PLAN 4 _ . . . . . . . . . _ RESIDENTIAL AREA LANDSCAPE PLAN 5 _ . . . . . . . . . _ COMMERCIAL AND OFFICE AREA LANDSCAPE PLAN SHEET NO. DESCRIPTION LS 1762 SHEET 5 BAUR & STEVENS LLOVERAS ENGINEERS Phone: (727) 784-3965 29228 U.S. HIGHWAY 19 N. , , , , PLANNERS Fax: (727) 784-8153 CLEARWATER, FLORIDA 33761 SURVEYORS 'LB 0000208 OF , , , 5 SITE PLAN 30220 JOB No.