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FLD2004-01003 (2) FLD2004-0 1 003 409 HAMDEN DRIVE BARROWS, SCOTT J. " .z: 11} .. . . \~ ; I ':-. ~r- CITY OF CLEARWATER / }-':)~\- \! , " '" 0.':: . ..... ~.! " , 1 !j\ ..--,^-. r \ ,\' I,\!:- > .,' I - ,/ \, ,} ,) .,; P/~~' ",., t,.",-~" -"",,{/" ItY{) \ l~ "".0 ; l~ 1"\'0 ~ I O~7DOOfJ PlANNING DEPARTMENT POSl OFFICE Box 4748, CLEARWATER, FlORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYR1LE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4865 LONG RANGE PlANNING DEVELOPMENT REvIEW April 12, 2006 Scott & Judy Barrows Sunwest Palms Development, LLC 130 Bayside Drive Clearwater, FL 33767 Re: FLD2004-0 1 003 - 409 Harnden Drive; now addressed at 100 Bayside Drive Dear Mr. And Mrs. Barrows: On May 18, 2004, the Community Development Board (CDB) approved with 10 conditions the above referenced case, which was a Flexible Development application to permit attached dwellmgs with a reduction of the front (south) setback from 15 feet to 10 feet (to building) along Bayside Drive, a reduction of the front (west) setback from 15 feet to 12.83 feet (to building) along Harnden Drive, a reduction of the sIde (east) setback from 10 feet to seven feet (to pavement), and a reduction of the side (north) setback from 20 feet to zero feet (to pool deck), and a height increase from 35 feet to 48,83 feet under the provisions of Section 2-803,B. You have submitted a proposal to remove decorative street lIghts and a bench, shown on the approved site plan (the street lights were labeled as "post lights", but there is no typical within the plan set) of the approved project referenced above, Subsequently we received from you copies of the Electrical Site Plan, Sheet E-1, dated April 3, 2006 (stamp dated received by the City of Clearwater Planning Department on Apnlll,2006), In accordance with Section 4-406.A of the Code, the removal of the street lIghts and a bench shown as part of the CDB approved site plan are deemed to be mmor revisions and are approved by me, These minor revisions must be shown on the site plans and bUIldmg plans when submitting for buildmg permits. Should you have any questions, feel free to contact Michael H. Reynolds, AICP, Planner III, at 727-562- 4836, Sincerely, ~#~ Michael Delk, AICP Plannmg Director S IPlanning DepartmentlC D BIFLEX (FLD)\Inacllve or Finished AppllcatlOns\Hamden 409 Proposed 10 condommlum resldentwl Units (7) _ ApprovedlHamden 409 Mmor ReVISIOns Letter 4.1206 doc FI(ANI\ IIIBIlAHIl, MA\OI( Bill lO1\C,ON, Vl( I'-MAYOH HOYl HA.\ll1l ON, COUNCIl MI ~lIlLl( * JOIl1\ J)OHA1\, COli1\( 11111'\1111 H CAHII NAI'l III{',J 1\, COli1\( II \11 \IIIII{ "EQUAL EM!'I OYMI N I ANI) AFFII\MAI'IVr A( lION E~l!'1 OYI'I{" l ! . '. .J.", . 9 \ J " ~Fl'C{[~ \ ,~o~~~ uF rl!!~ ~~.:.\ ~ ,.,----~h.'7~ ..~'LL'"'"'.I. .....~/ :r.... ~'1~" I ~.P='" Q;~~''''\ ';i"" " '\ !fi\ ":. ~ .--- - " . .. ...~~ =--- ~~ !l>,~~ =- ~I:J "'\f":~- &"~ "'~~-===- .'f",,'~' V.$:~~I'~"'t~\\ ~..,.~TE~...oo -I1:iffL.D1IV CITY OF CLEARWATER loNG RANGE PlANNING DEVELOPMENT REvIEW PlANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUIlDING, 100 SOUTH MYRTI.E AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562,4567 FAX (727) 562-4576 May 21,2004 Mr. Jay F. Myers, AIA 9170 Oakhurst Road, Suite 3B Seminole, Florida 33776 FILE COpy RE: Development Order - Case FLD2004-01003 - 409 Harnden Drive Dear Mr. Myers: This letter constitutes a Development Order pursuant to Section 4-206D.6 of the Community Development Code. On May 18, 2004, the Community Development Board reviewed your Flexible Development application to permit attached dwellings with a reduction of the front (south) setback from 15 feet to 10 feet (to building) along Bayside Drive, a reduction of the front (west) setback from 15 feet to 12.83 feet (to building) along Harnden Drive, a reduction of the side (east) setback from 10 feet to seven feet (to pavement), and a reduction of the side (north) setback from 20 feet to zero feet (to pool deck), and a height increase from 35 feet to 48.83 feet under the provisions of Section 2-803.B. Based on the application and the staff recommendation, the Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria per Section 2-803.B. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That the final design and color of the building be consistent with the conceptual elevations submitted to, or as modified by, the CDB; 2. That all proposed utilities (from the rights-of-way to the proposed buildings) be placed underground and installation of conduit(s) along the entire length of the site's street frontages be completed prior to the issuance of the first certificate of occupancy; 3. That boats moored at the existing and any future docks be for the exclusive use by the residents and/or guests of the condominiums; BRIAN J AUNGST, MAYOR-COMMISSIONER HoY!' HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMISSIONER FRANK HIBBARD, COMMISSIONER * Bn,LJONSON, COMMISSIONER "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" , . ~ ( ,I '" May 21,2004 Myers - Page Two 4. That all signage meet Code and be architecturally-integrated into the design of the sIte and building; 5. That there be no jet ski or other like watercraft rental businesses at this location; 6. That the site data table indicate both the maximum and proposed impervious surface ratio; 7. That Open Space, Recreation Land and Recreation Facility impact fees be satisfied prior to the issuance of building permits or final plat, whichever occurs first; 8. That all Fire Department requirements be addressed prior to building permit issuance; 9. That Traffic Impact Fees be determined and paid prior to Certificate of Occupancy issuance; and 10. That the renting of any residential units meet City of Clearwater code. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by May 18, 2005). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of the Community Development Board meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on June 1,2004. If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Planner III, at 727-562-4836. You can access zoning information for parcels within the City through our website: www.clearwater-fl.com. S~ere~ A ~?U/t/;P~' Cynthia H. Tarapani, AICP Planning Director S:\Plannmg Departmenf\C D B\FLEXIlnactlve or FInished AppllcatlOns\Hamden 409 Proposed 10 condominium residential Units (T) . ApprovetNfamden 409 Development Order May 21,2004 doc : \ I "-,,' .,..-,"":':; \--,!",,""! ' I P"'" ,'," ",', .. : ,.., .... 'v "'y Vi\/,-~ · "" EXISTING COBRA HEAD LIGHT BY PROGRESS ENERGY ~ -^-- p___'.fi: ",:., ,~-,.~." ',,' 'l : 1:~'---'---~1l"- . ,....___._.. .. .-......__-! 1..,..,.. PROPOSED POI^IER COMPANY PAD MOUNT TRANSFORMER LOCATION (/U~I oj J /.:"'~-4G 15- l' -,,, K /l II' 0 HP6::;'6 I \' ,4iuPl~~;~:-~ J,/;l. ~~._---- .l>HP-S6 HP-~ <1-' A rv ! TO' HP-::fs. ';, ~'~\;" , l I '- - I ., ,~-~P __ ' ~ e-- HP~~ " .~ ,t " 'r L~ \ '.' \ . DOOR I IFA~A ,~~\ ~ HP-21 _11 l> HP-::;'5 Ac.c.ESS, -' ~ l' SYSTEM L_,~,L F L A ~~. ,-'- (UP TO fT" HP-::;'5 I H ~M "': Y'P j ~ :.'S.1 , \ \ . , H ~'G "~' \ i.~ I r ~S; ~:r " (HP-l!; <J ,'; ~ ! I i . . l> 11f!>-4 cty ,.~ .,..,1,' ~r"-'- I ~ 'i HFt-::;'4 <1'- " t .'. ' " "-:, ,r :~:- I · X ;'~IDJ,," TO :, II~, EM I'fP-S6 ,I :TO '-" H~,:,,::;'5 \'~ . '. ~' ~. ~Ft J UP5/ , __A"'''''---~'~'u._.~.- ~P (-~o .~'"'' ::..'~ .~>f.",J'I/!.'~'''' 'y' ,: I /;' ~j \ ,\ TO HP-S6 ~ I L.' -..-.-,------..-.-..."... -....-- ....,~~,~. ./ /=---,...,.. ":'.;,,~ ~ --~ ~--- -.. -..- 'r'. ~"'J__~~~~'A~' - n__.~:;~//~U .~HP-29 ~... ~HP-20 \ ~P we> ) At.....,.~.p~. . .l>PL-14 ~l. \ ~P ~ \ L PANELPL ! ' , t ~v: L -Q , ~ '. I" 'I D _.~ .' ~ \ \ \, HP-::;'1 tEJ f'( . ~ 'I" \ :F'P ,/ ?~ 'fQ-L ~ ~,~ I\n-F : / ( '~~:lK} L ~ ;\ ~ ' 1 N~ \ i ! / ~ \ \ i ; D / ~ \ N~/ \ \ i I ~ \ \ ! I b( \ I N~ , "; ( ...~, h......;.... ~.., " I I I I '~ \ \ \ , cJ \ No-i ; b( \ \ '. ~ \ HP-6 <I. ;-~\ ~ r6.- L <. . 'it-- C> HP-::;'~ ~ t ~P \ J} ~P l>{E] , "Ii< ~ ", '\~'" ",- . " '.....'...... '- .......<'. '\ ........ " " '~ , i I I 6 6 \ ~ TO HP-S6 I '" ! J --,J/ ~P ,.,..~' ......._--~-,..........._~.- '._' _.~ ".._.,,~ --,,- ~.~" ~- ~._,. ~., ~..-. - .~, . --"-'-.< ~,--------, "-"." ''''-' ,. ,--- ..~,-,.. ...--- -,'-' '''1...--1' , \ \ ' (~' ; (--/uv-v .~ EXISTING COBRA HEAD LlGH~ BY PROGRESS ENERGY ') "---"~~.A-jA~ ELEC, TRIC,AL SITE PLAN 5c.ale: 1/e" = " ". ~ ' , o~ J-- C> HP-34 !i -------- .. , .... "e ,./ /' .}"- " '. --/ V-~-~.. EXISTING COBRA HEAD LIGHT.) BY PROGRESS ENERGY .~-^--~_/--. CONTACTOR ItC-1 TIME CLOCK 1::;'OV CONTACTOR ItC-::;' ~ ~ ~ 0 ~ ~ ~ ~ u~ N N N ~ ro ro ro ro V I I I I I I I I 4: ~ ~ ~ ~ ~ ~ ~ ~ Q I I I I I I I I ~ 1111111111 1111111111 ~ Q ~ ~ ~ ~ ~ ~ ~ ~ I I I I I I I 1 ~ < ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1111111111 1111111111 PHOTOCELL ON PHOTOCELL OFF PHOTOCELL ON TIME CLOCK OFF 1::;'OV ,i/ - '/ , ,.,..:-.r 1/ CONTACTOR ItC-1: 10 POLE, ::;'OA CONTACTS, MECHANICALLY HELD, 1::;'OV COILS, HAND-OFF-AUTO S~ITCH, N-1 CONTACTOR ItC-::;': 10 POLE, ::;'OA CONTACTS, MECHANICALLY HELD, 1::;'OV COILS, HAND-OFF-AUTO S~ITCH, N-1 TIME CLOCKlPHOTOCELL: INTERMATIC. 1tT51S116C (OR EQUAL) EXTERIOR LIGHTING CONTROLS (NOT TO SCALE) ELEG TR.IGAL ALTERNATES GENERAL NOTES \. ALTERNATE 1t1: PROVIDE AN ADD AL TERNA TE FOR ALL FIXURE TYPE P AND ASSOCIATED MATERIALS AND LABOR. OY'\NER MAY ELECT TO USE LIGHTING BY LOCAL POI^IER COMPANY. . CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF ~ITH EXISTING CONDITIONS PRIOR TO 5UBMITTING A PROPOSAL. ALTERNATE It::;.: PROVIDE AN ADD ALTERNATE FOR A COMPLETE MASTER LABEL LIGHTNING PROTECTION SYSTEM. IF ACCEPTED BY THE OY'\NER, THE ELECTRICAL CONTRACTOR SHALL PROVIDE COMPLETE PLANS FOR APPROVAL BY THE ARCHITECT AND ENGINEER. . ALL Y'IORK SHALL BE IN Ac.c.oRDANCE ~ITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. . ALL CONDUCTORS SHALL BE COPPER, 1t1::;' MINIMUM. . ALL CONDUITS SHALL HAVE A PROPERLY SIZED EQUIPMENT GROUNDING CONDUCTOR. PROVIDE ALL NECESSARY PULL/JUNCTION BOXES, 5UPPORTS AND MISC. ITEMS FOR A COMPLETE INSTALLATION. ELEG TR.IGAL NOTES · PROPERLY SEAL ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AREAS. . ALL ELECTRICAL ITEMS SHALL BE INSTALLED AS REQUIRED TO COMPLY ~ITH FLOOD PLANE. PROVIDE TYPE ~RITTEN PANEL DIRECTORIES. d' . ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS FOR POOL AND SPA EQUIPMENT ~ITH POOL CONTRACTOR. INCLUDING BUT NOT LIMITED TO: PUMPS; HEATERS; GROUNDING/BONDING; CONTROLS; EMERGENCY SHUT OFF STATIONS; TIMERS; RELAYS; STARTERS. . ALL ~IRING SHALL BE IN A CONTINUOUS CONDUIT SYSTEM. · BRANCH CIRCUIT ~IRING MAY BE IN TYPE MC CABLE, ALL LIGHT FIXTURES SHALL BE SUPPORTED AS APPROVED BY LOCAL INSPECTION AUTHORITY. " .. ~ ,- , . ELECTRICAL Y'IORK SHALL BE COORDINATED ~ITH ALL OTHER TRADES. . S~ITCHES AND RECEPTACLES SHALL BE ::;'0 AMP COMMERCIAL GRADE AND IVORY IN COLOR. PROVIDE MATCHING COVER PLATES. . CONCEAL ALL CONDUITS AND BOXES UNLESS OTHERJl'iISE NOTED . . COORDINATE ALL POI^IER REQUIREMENTS ~ITH LOCAL POY'IER COMPANY ENGINEER . PROVIDE AND MAINTAIN TEMPORARY POI^IER AND LIGHTING SYSTEM FOR DURATION OF THE PROJECT. . EMT FITTINGS SHALL BE DIE CAST SET SCR~. I' . MAKE FINAL CONNECTIONS TO EQUIPMENT ~ITH FLEXIBLE METAL CONDUIT, LIQUID TIGHT ~HERE EXPOSED TO I^IEATHER ORIGINAL RFCEWffi APR 1 1 2000 lectrical nsultit}g roup, Inc. P.O. BOX ::;'6S5 D EDIN, FL S46'11-::;'6S5 PH: (1::;'1)1S6-4QOS L1C. ItE6000111S ~.K. PENHALLEGON, P.E. 1t154eQ PLANNIN''; DEPAf.lTMENl CIlY OF CLEARWATEP 11/1C1/04 REVISION: 03/31/06 JA Y F, MYERS 4959 # AA -0003461 8 0 ~ < . ... @! ~ ~ ..c: ~ ~ 0 00 ::J ~ I-< cu f-4 ~ ~ U r.I:l ~ en f-4 ~ ...... M ::r: B u ~ 00 ('f') en - ~ r--.. CI) ~ V) ~ 0 0"1 cz::: V) ~ r--.. U N en r--.. 0 ~ ~ CI) ~ ~ ~ ~ 0 8 - 0 r--.. CI) r--- - V) ~ 0"1 0"1 ~ V) r--.. N r--.. '-"- ~~Q ~ - ~ ~~.~ \J \' \0.J- iC r I ~ en li i L5 ...J '0 \0 L L <t. ::::) z L lL UJ () a l- > z \0 ~ 8 ill m l-- ~ z D ::::) Z ~ () I ~ ::J \r \0 ~ E-1 ELECTRICAL SITE PLAN OF E-6 ~' ' , ' . ~ '(/YLym~~ ~'I EXISTING COBRA HEAD L1GHT\ BY PROGRESS ENERGY I ~...~- /~^-~j ('.' / (\ 1 ~.J)j \\.......-(> HP-4G ~ K o HP-26 6 ~ \- HP'3e~j~Pl ~~' .~Hp.S6 TO !...... HP'~i: ~~~HP-' A L~ IFA~ ~ -\I... ~HP'21 6 ~,/ DOOR ACCE55 /P \ ~~ I> HP-25 5:TE:~[T;i~/ .~ lUP HP-25 /' ,~_ \ t:M \~~ ":iJ .~ Y'i'{ :) W I HP-l!S <J I ---If i C / \n ct~Y .EM I> HP-4 H~-24 <JP ~A i\<L x; JJ TEl<] Y'iP TO \' EM TO HP.;,96 ~ HP,:?5'~ A \ Y'i~ \ J' UpS ,/' ~___A ' ~ Y'iP L - '::A- -' 1~1 T51 ~ r," T5 \j ..f TO HP-96 L -- 3l: _ /~- Y'iP ) QY ~m ~PL'14 L PANEL PL ~v: TO REMOTE 2 KEY PAD I> HP-20 , .1> HP-29 L Y'iP ;2-, "J} -'1}\ \ r\ ~ D I ~/" ~L --, \ --. \ \ , I ~ \ \ D /~ \ \ EM cG/ HP-21 <J / ! ~ \ ;' . / / / 11(//W..' '~Y'iF: P : rQ-L \ \ " No(/ \ Y'iP[>(E] ! / D I D / 9 q \ -- \ n ! I / ~ 9 \ \ ; N~ \ , / D j ~\ \ \ D I / / 0'1 '---l PROP05ED POV'iER COMPANY PAD MOUNT TRAN5FORMER LOCATION ( .\~ . ~ I " ~.) \ \ ...../VmV. \ ( EXISTING COBRA HEAD~H~ \ BY PROGRESS ENERGY.) \..... ~...Am_jA../,-m / N~ \ i I / 9 I \ ~~\1 (' Ff. HP.6.q..,\' ~. IQL r! ? , ' ~'I> HP-2e. , i ('iP J:h Y'iPl>lEJ ,,~ ~ HP.,q.q{ I / No-i \.. '" ,:~ "\~<''''' ,~, ! i , cJ "\! i ~ TO HP-96 , -, -, '- ". ~h_'t...-.l--- , : . '.' ~~" -"--'~'~~~ -~~...~,. '-1--"-'_.'~-~"'- .~ .. 'L--...J~'" ....-J) Y'iP ELEC, TRIC,AL SITE PLAN 5Gale: 1/8" = l' , I> HP-94 , , r . ,).:l, .,:"7: ---/ V-~ ~- (' . .V~\ ~,EXISTING COBRA HEAD LIGHT ) ~ BY PROGRESS ENERGY ~ ~-,~,A~~' ,. /.(', '" ...----~ "~.J' "..,,,, './ " / I )' . , . ' / ~'- ~ './ t.l 'f . ~ ~ ~ .~ \ " , J CONTAc.TOR #C-1 '<t \Q d;) a N '<t \Q d;) N N N (l\ en en en en I I I I I 1 I I n.. n.. n.. n.. n.. n.. n.. n.. :r :r :r :r :r :r :r :r 111111111 1111111111 CONTAc.TOR #C-2 d;) Q ~ ~ ~ ~ ~ ~ ~ ~ , I I I I I I I .c( ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1111111111 1111111111 PHOToc.ELL ON PHOToc.ELL ON PHOTOCELL OFF TIME CLOCK OFF TIME CLOCK 120V 120V CONTAc.TOR #C-1: 10 POLE, 20A CONTAc.T5, MECHANICALLY HELD, 120V COIL5, HAND-OFF-AUTO 5Y'iITCH, N-1 CONTAc.TOR #(;,-2: 10 POLE, 20A CONTAc.T5, MECHANICALLY HELD, 120V COIL5, HAND-OFF-AUTO 5Y'iITCH, N-1 TIME CLoc.KIPHOTOCELL: INTERMATIC #T51911Bc. (OR EQUAL) EXTERIOR LIGHTING CONTROLS (NOT TO 5C.ALE) ELEG TR I GAL AL TERNA TES GENERAL NOTES " ", ALTERNATE #1: PROVIDE AN ADD ALTERNATE FOR ALL FIXURE TYPE P AND A550CIATED MATERIAL5 AND LABOR. OY'iNER MAY ELECT TO U5E Ll6HTIN6 BY LOCAL POV'iER COMPANY. . CONTRACTOR 5HALL VI51T THE 51TE AND FAMILIARIZE HIM5ELF Y'iITH EXI5TIN6 CONDITION5 PRIOR TO 5UBMITTIN6 A PROP05AL. ,..- AL TERNA TE #2: PROVIDE AN ADD AL TERNA TE FOR A COMPLETE MA5TER LABEL LI6HTNIN6 PROTECTION 5Y5TEM. IF ACCEPTED BY THE OY'iNER, THE ELECTRICAL CONTRACTOR 5HALL PROVIDE COMPLETE PLAN5 FOR APPROVAL BY THE ARCHITECT AND EN61NEER . ALL Y'iORK 5HALL BE IN ACCORDANCE Y'iITH THE LATE5T EDITION OF THE NATIONAL ELECTRICAL CODE. ;-l . ALL CONDUCTOR5 5HALL BE COPPER, #12 MINIMUM. . ALL CONDUIT5 5HALL HAVE A PROPERLY 51ZED EQUIPMENT 6ROUNDIN6 CONDUCTOR. . PROVIDE ALL NECE55ARY PULL/JUNCTION BOXE5, 5UPPORT5 AND MI5C.. ITEM5 FOR A COMPLETE IN5T ALLA TION, ELEG TR I GAL NOTES . PROPERLY 5EAL ALL PENETRATION5 OF FIRE RATED CON5TRUC TION AREA5. . ALL ELECTRICAL ITEM5 5HALL BE IN5TAJLLED A5 REGlJIRED TO COMPLY Y'iITH FLOOD PLANE. . PROVIDE TYPE Y'iRITTEN PANEL DIRECTORIE5, · ELECTRICAL CONTRACTOR 5HALL COO~INATE ALL ELECTRICAL REQUIREMENTS FOR POOL AND 5PA EQIJIPMENT Y'iITH POOL CONTRACTOR. INCLUDIN<5> BUT NOT LIMIi"t:D TO: PUMP5; HEATER5; 6ROUNDIN6/BONDIN6; CONTROL5; EMER6ENCY 5HUT OFF 5TATION5; TIMER5; RELAY5; 5TARTER5. · ALL Y'iIRIN6 5HALL BE IN A CONTINUOU5 CONDUIT 5Y5TEM. . BRANCH CIRCUIT Y'iIRIN6 MAY BE IN TYPE MC CABLE, . ALL Ll6HT FIXT1JRE5 5HALL BE 5UPPORTED A5 APPROVED BY LOCAL IN5PECTION AUTHORITY. , . , · ELECTRICAL Y'iOR.K 5HALL BE COORDINATED Y'iITH ALL OTHER TRADE5. . 5Y'iITCHE5 AND RECEPT ACLE5 5HALL BE 20 AMP COMMERCIAL 6RADE AND IVORY IN COLOR. PROVIDE MATc.HIN6 COVER PLA TE5. · CONCEAL ALL CONDUITS AND BOXE5 UNLE55 OTHERY'i15E NOTED, . COORDINATE ALL POV'iER REQUIREMENT5 Y'iITH LOCAL POY'iER COMPANY EN61NEER . PROVIDE AND MAINTAIN TEMPORARY POV'iER AND Ll6HTIN6 5Y5TEM FOR DURATION OF THE PROJECT, . EMT FITTIN65 5HALL BE DIE CA5T 5ET 5C.REY'i. . MAKE FINAL CONNECTION5 TO EGlJIPMENT Y'iITH FLEXIBLE METAL CONDUIT. LIQUID TI6HT Y'iHERE EXP05ED TO l"lEATHER ORIGINAL RECEIVED APR 11 2006 lectrical nsu It i t:1g roup, Inc. P.O. BOX 2695 D EDIN, FL 946c:r1-2695 PH: (121)196-4c\o9 LIC. #EBO001119 Y'iK PENHALLE60N, P.E, #154E><=! PlANNING DEPARTMENT CITY OF CLEARWATER 11/1'1/04 REVISION: 03/31/06 JA Y F. MYERS 4959 - _# AA -0003461 I I . . s 0 ~ <: u S Q 0 ~ u .... ~ 0 CI) c ~ >< . ... ~ @I ~ ::J ..c ~ 0 V'J ~ ~ I-c CI) E-t :E S' U ~ ~ en E-t t:Q 1?0-o4 M :I:: ~ u ~ 00 M en .-. ~ r- V) ~ VI 0 0\ VI ;$ ~ Eo-- r- U C'l en r- 0 ~ ~ V) ~ ~ ~ ~ 0 8 .-. 0 r- ~ r- .-. VI 0\ 0\ ~ VI r- C'l r- \.<( ND *~ -1 LL I ~ en It ~ L5 -1 \) U) 2 x -1 :J <( Z x 0- lU () D ~ > ~ z \f) 8 UJ m ~ ~ z D :J ~ () Z ~ ::) I u- U) ~ E-1 ELEC, TRIC,AL SITE PLAN OF E-6 --()~\ C)"0~ i~~() ~~()~ r~"l'-~ ::\~ )1' -':J... ~ \~ ~~ ~ \ " '\---\- I /1 ~1- v 5oR211 . "\. ~:...~2!~ I . 5 . '.' -i ~ ~ III 5 <.l I... .0 . ~ ;1JUI ~, 0\ o 0 0 <JO v I --\ - N12094130" E(pT o~ ~ T - - - /' '. ". S;GHT I .. li- - - - - - - - -~o . P~/~TING AREA "" TRIANGLEo' '!~ LOT 1A (PLAT) : Q / ", . , '!b ~ ~ NEV"i LOV"i PLANTER BALGONY' \):-- _~ _ _ _ _ _ _ _ -+ _ _ L1NE7 """ ." ~ 1.)- T , '<]'!.~ I , POOL ",' rnG\ ~ I FILTER ", n\ ~ "- I ~ 0 ~ "- I \J ~ I ~ I ~ /0 ~ IC> EXISTING ~ {!j Ie) TIKI HUT ~ ~ 1(1) V I )~ : ~q I - -~- J' I ~ I ItJ Ie) I~ Ir Iffl I I I I I I \ I I I I ,I I I I I I I I I I I I I I NOTE: UTILITIES ARE GRAPHIGALL Y SHOY'!N BASED ON FIELD OBSERVATIONS AND GITY UTILITY MAPS AND DO NOT REPRESENT THE TRUE LOCATION, I fa I }: I :5 I I ~ I~ I I l I 1= (I 1-0 ~G\ L _ L _X ii\ ~ =-. .--;- GHAT MIXED CONG i ~ ~ y", rffi11\ 1 - -t rY :.'::~ ~ ;;, -. --.:. .---:-0--"- ~ '~';-12033'45" E(t",f)1"9,;~4M) IZr ~ / I 1 "(\ SIGHT /// ' " CON GRETE j : o \ APRON: SIGHT rn--\ ~ ~ 0 I ~ TRIANGL~" PLt'J~!ING AREA : TRIANGLE ---I - ~ '01 '-/ ,. C> ~,' " ~~~GLE.... 24'-0" (): , --+ -- "r <t> ~ \,/// l PLANTING AREA" 1 ~ J ~ROU ~r: I Ci'i / NEV"i LO!^l PLANTER>" .- : MOUN E:/ E;IE N I 0 ~ A~ 1 ;l ex:;; F \--.. / 0 0 i 1 ',: ~\ : "tV: \ I" 'I~ / - .1 i,q'-1OV2"~"</'ii5 I I 8 III '7, .'.1 U "",- L.. BUILDING OUTLINE Cl \ I I I~ i UP ~ J '- I I ~o BUILDIN~ O~TLlNE I \ I I "'Ci" ~ I V '--/ \...-I- I L m PLA~TING I )/. I'I-'.QJ~ I ~ ~ AREt · 0 n ~ II I j k ~ 15T" : o. 0 ~ s II j~ 0 ~ 11.'1 ~- z L \ ('() HANDIGAPffED SIGN 0 I \ ~ \~ II ~ ~ 51~t;EXPO llq~ 0: \ \( "" II I .It-- - 3'-5" I~' ~ '\ r- ~h \ ~ <: IIN I~ 0 0 0 0 0 0 r\ '.' ~ I --.. . i r IlL EJll ~ ll,. ~ lilll ~ . ELEV >[i) , (\ ~ ~() ~ ~ IQ .' II W-! ' rn II I I~ ~~TING \]. II I BALCONY TRASH 0 11 I LINE 0 I I I 1 0 0 ~ I I I :<1: I :: ~ ~. ~ I . I .<:{ [b -',0', ;::' '. 0 v S LID V'{ASTE ~ I uJ 0 :.,'-.;.':::' 0 8 ~ ~ S AGINGAREA-..../ . ~.: .:: ." 0 . ~~TJ-~n, I ~ ~" ill I. ~ .. .~.. . . .:- II I 1 ~ 0- .I UP ~ , II I / ~ 00 I ~ V"iHITE TRAFFIG -L ~"I MARKING PAINT ,\JJ~ II J~ - 6" HIGH CONC CURB -, ~ I 00 I~ _0 I - kN I I 0 I \ PLANTING AREA _, = . \ G. () II') 'I, :::...- - - - - - \ - - - - -- - - - - - - - - - - - - _-..L --r'- ~ \1-6:- ~ ~ u u ~OD !FENCE ~ \11~1~ \ t\\c~ d ~ ~(\ 1.iQ lU I I ~ ~ If\ If\ BAYSIDE SUB. NO.3'! ~ I ~ C? C? ONE STORY MASONRY HOME I t-J ~ I I i~ - ~ I ~~ I roro I ~~ . ~ I ~~ ...---.. ...---.. I ~~ lid I~ -l I~ I + I (60' RIGHT OF V'tAT) HAMDcN D~IVc (60 ~/~) =-rk-- / , / / / / / / / ~ ~9 T- N ~ DIREG TION OF FLOY'! ~~ Ow Z--\ (l\z LL (\(1\ () ~w ~~ l- ~~ :t Z-< \!) rnw OC ~ C) If\ '- - , 2B sa FT~7 EACH . =a: ill ,7 ~~O[7 -1~ :Ir \S) l.I...j I // r- ~ , ~ "'F= a~ C~ ~~ ~ 1'1'-0" #40Cl L '" /1 SH EAR V'JALL-, - "'- , /' ~ , ~u- ~ 3'-0" N L {L ~ () , N .- 1'1'-0" '" ~ 3' V"iIDE OPENING /1 ~ I SHEARl^J.ALL ~ () , u- .- 24'-3 1/2' \ ~ 1 'r-o" o ~ 24'-0" I 1 i, 1 I~ I /1 ~ 26'-0" DIREG TION OF FLOV"i ~ REGYGLE AREA () , u- STORAGE 348 SQ FT - 1(( - 1.~ ~() ~~ () ~ \ SEGTION 8, TOV"iNSHIP 2'1 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA LEGAL DESGRIPTION: LOT 1, "GOLUMBIA SUBDIVISION NO, 5" AGGORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 31, PAGE 16, PUBLlG RECORDS OF PINELLAS GOUNTY, FLORIDA FLOOD STATEMENT: THIS LOT LIES IIN FLOOD ZONE "AE" (BASE FLOOD ELEVATION: 11.00') AGGORDING TO F,E,M,A. FLOOD INSURANGE RATE MAP #12103G-0102G, DATED SEPTEMBER 3,2003. D I SURVEY IS SUBJECT TO A TITLE SEARCH FOR EASEMENTS I RIGHTS-OF-V'tAY AND 'OTHER MATTERS OF RECORD. BASIS OF BEARINGS ARE PLAT, UNLESS OTHER~ISE STATED NO UNDERGROUND LOCATED UNLESS SHO~N HEREON. I SITE PLAN \ BAR SCALE: 01 101 20' 1ftfHmRftR 401 I Sc.ale: 1" = 10 ft 601 I 801 I \ ~b~1 ...;>0 ~,,~C) ~()D ~"l'-1. ~ ~ 1. \ 1?: --z. ~ j SCHEDULE OF DR~INGS A-l A-2 A-3 A-4 L-l G-1 G-2 G-3 - .G-4 G-5 SITE PLAN EXISTING GONDITIONS SITE PLAN ELEVATIONS ELEVATIONS LANDSGAPE PLAN DEMOLITION PLAN HORIZONTAL CONTROL PLAN PAVING GRADING a DRAINAGE PLAN UTILITIES PLAN DETAIL SHEET NOTE: CIVIL DRA~INGS ARE BY EAGLE CONSULTANTS INC I I o ~~ it~ /{v ~v 'r' PAVERS -- .-1 o Ul J ~ () m ~ ~ ;2' VALLEY CURB 4' CONe. SIDB^iALK ..n ~~/ }1 (j\tH -1 -1 o t.J U1 -~ ,...l...;.,_ T - ~__ m ~ I (NE~SPA ~ ~i0 ~ :::: K EXISTING PAVERS 1) TIKI HUT '-' r EXISTING / DOGK 18'-0" EXISTING POOL ~~---~~~ I / I / 1 / I / 1 / / / / / / / / , :If / vV- BALGONY ill -1'/ LINE =~=Q ~ 7 1----1'r =Ul\;;L 7 L / /1".- n PAVERS I~n~/ II ElUILDING OUTLINE........ // 1 PLANT!NG AREA : /' 1 / / , 1 PLANTING AREA // : - -----------~/_-------_: /\ ---------- -- / I~ \ / --"1\ u u TI ( "D 7..() S 12026146" Y'i 123.351(M) ~ ~ ~\~ S 12034130" V'i 123.021(P) ~ ~ I "I- ...;> ~-jl 0 rl~ =-\\1\ \G ~~~~ ~~I~~\ ~ $ Z 0 " I~' ~ \~1 t'\' '6 \\~\C) I ~- ()~" .~ .=-\ ~ I . i I 't- I I I 100' =.J () , T- \J 30,00' Ii () I1l OC <( J: OC ~ <( LU -1 \) (-z. - .--=--- ----{ :::l) - 1.~ l\ ~~ ti\~ SITE PLAN APPROVED CASE # pJ-l) 140 ~- tJl () 0 3 CASE TYPE ~t../) DRC DATE - if- ()~ COB DATE r -Ill.. "y SIGNATURE frt,-/,4/'V DATE r,1...1 - () if f ;7) G u I f - \ ~ ~ ~ ~ard Passage 12s;f (~,. SUN WEST PALMS o (60] a~~ 12461 (699) f:j e ~ Iu o f M e X I C 0 -', 11831 AREA MAP i :_----' i ---._1' i' i / .. '-~-'-'-12J1 II . I ~ II i ~ i ! G u I f 0 f ill :i:-:'11 Mexico II 8' . ! I ~" : I ~ ,1===_, ___ .___ ii,'!' - --. '-.-.-..,--.-,----,-------,---.- ~-l2~~1_. .~W S~~-WESTPAl.MS--..-:~<:-~.: ~"._ J, " I'" '''';:f ---LL. i (699) i I L_ '. .' 'I 1.-_. 1\ 1" '" i CI'-a.fW.at-if-= J3aYS:iife~$'t:_ 't" '.', ;''i._'''''.',-/ / \\ '.. ....~ . '.'" i,.. Best Western -".!,:' Sea Stone .,\ Marina STREET MAP /' ( , SITE DATA \ ZONING = "G TF" USE = EXISTING MOTEL SITE AREA PROJEG T AREA = 14,806 SQ, FT. (0.34 AG.) = 14,806 SQ, FT. (0.34 AG.) EXISTING IS 15 MOTEL UNITS PROPOSED IS 10 GONDOMINUM UNITS UNITS VARY IN SIZE FROM 2110 SQ FT TO 280'1 SQ FT ALL ARE 3 BEDROOMS EXISTING BUILDING EXISTING ASPH./CONG. EXISTING OPEN SPAGE EXISTING PERVIOUS AREA = 6,540 S.F. = 1,253 S.F. = 1,013 S.F. = 1,013 S.F. PROPOSED BUILDING 18' GROUND 0' BUILDING 12'-10" BUILDING 10'-0" BUILDING 10'-2" GROUND l' 6,83'1 S.F, PROPOSED CONG. SIDEJ..^{ALK = 2,438 S,F. a DEGK PR.OPOSED OPEN SPACE = 3,5'12 S.F. IMPERVIOUS AREA = 10,854 S,F. OR 13% PERVIOUS AREA = 3,5'12 S.F. OR 21% THERE IS NO ENVIRONMENTALLY UNIQUE AREAS, SPECIMEN TREES OR Y'iILDLlFE HABITAT ON THIS SITE PARKING TABULATION PROVIDED: 1.5 PARKING SPAGES REQUIRED PER LIVING UNIT 1 SPAGES @ 12' x 1'1' (HANDIGAP) 16 SPAGES @ '1' x 1'1' 11 SPAGES PROVIDED ........ --- NOTE: THIS PROJEGT V"iILL BE CONSISTENT V"iITH BEACH BY DESIGN GUIDELINES INGLUDING TEXTURED V"iALKS STREET FURNITURE UNIQUE LIGHTING TROPIGAL LANDSGAPING THEME FILE COpy NOTE: DATA FOR THIS SITE DRAV'iING V'{AS TAKEN FROM A SURVEY DATED 12/02/'18 CARRIED OUT BY GUY D, HALE OF GUY HALE L.AND SURVEYING 231 DOUGLAS ROAD SUITE 4, OLDSMAR, FLORIDA 34611. JOB NUMBER '18586 SITE PLAN 09/11/04 JA Y F. MYERS 4959 - # AA .0003461 I s 0 ~ < .- @) ~ :1 ..c 2 0 ~ Vl ~ Z .... ~ - >> ~ ~ S U.J C/J co ; ('f') U.J E-< - ::J 00 ('f') C/J ..... 0 r-- ~ , < ~ E-l 0 If') 8 0::: , E-< r-- N C/J r-- c.G ~ ::J rJj ::c: ~ ~ ~ ~ 8 ..... 0 r-- ~ r-- 1 ..... ~ 0'\ If') I ~ r-- -<( n L ~ ~~ () -l lL --- - ~ :I: * ~ ~C'() lU -- /) In It i -<( lU -l \) U) L X .....1 :) <( UJ Z > X lL It () l- n D z z U) lU 8 D UJ ~ \- ~ Z :I: ::) Z 0- () ~ ..- :J U) A-1 OF A-4 NOTE: UTILITIES ARE GRAPHIGALL Y SHOV'iN BASED ON FIELD OBSERVATIONS AND GITY UTILITY MAPS AND DO NOT REPRESENT THE TRUE LOGATION. I fa \ :r I~ I ~ I [i I l I ( , L L +-+ I -t IF~ ~:r ---1--t I \ \ -, ~ ~~ ()U\ Z-\ G\Z LL (\G\ () ~U\ n\f l- ~-\ :t: r~ \!) ffl-< U\ Ii ~ () U) '- 0-' \ ~ ~ "- Ii () 11\ '-' w > - Ii n w n \0 ~ III 1.~ ~~ '1:.1- () ~ \ SURVEY IS SUBJECT TO A TITLE SEARCH FOR EAsEMENTS, RI6HTS-OF-~Y AND 'OTHER MA TIERS OF RECORD. BASIS OF BEARINGS ARE PLAT, UNLESS OTHERV'4ISE STATED. NO UNDERGROUND LOGA TED UNLESS SHOV'4N HEREON. \ \ 4' GONG. SIDEV'iALK ~G\ Xn\ I I ,- I~ ~ ~ N j ~ l to < -r- r ~ (\ c ~ UJ I I I II I III I ~I III :~I Il\~\ ~ II \I'Q \-i- ~I~I~\ I () ~ 0"\\ I~I ~ 'oq I ~ Q~ I: ~ I I I I I I I ~()R~11 ~:....~:i~ -\~zrn, :r: rnU\t0 ~ ~U\ = ~ HAMDEN I~ I~ ..J I I~ I I D~IVE (60 ~/~ ) I -t (60' RIGHT 9F V'IA f) ---()\~ (\ "\\ C) 1 .- (\ :Z~~C) c:~~~ 3:=\~1. c~ ~ i~ ~ 1.,& ~1) ........z ~ ()\~ "\\ C) ~ ->(\ ~= "!\ C) ~C)~ ~"1-~ ~ ~ ~ ~ "t- -- - -'f\ --- I':'.. ~5 Ir~ ~i~ ~ ~"'- "^ om ~ ~ I ~ ~ l ASPHALT PARKING ~ 11 ~'Oill _ ~ 1L _ _ _ _ -- N 12033145" E(M) 123.201(P4M) - - N 1203430llE (P) I I 4' GONG. SIDEV'iALK .2' VALLEY GURB o \--- - - - - - - - - - -~-- 1~ TO ~% LOT 1A (PLAT) : () ~? Ie) ~C) t~ -~ -------i- I I I I ~ c 11 11 r rn ~ ~ ~ 8 c 7J -\ \ il to \ It' \_~ I I I I I I \ / \ I I / I I I I I I \ I \ I I I I I I I 1/ 1/ I 11 f I I I I , I \ I \ / \ \ , \ \ \ I \ \ \ \ \, I f II, I I \1, / I II, I -----1 \ i I I I I I / I I I I I I I \ I I I I ~ I , ! a \ I fJ I I '.; 1/ V \1 H \1 V \1 m I, (\ I I, 7\: i \ I I, I I \ I I I I I \ I I I I I , I I , I / I I I \ I I I I I , I I \ I I I II \ II ,I ,/ ,I II () () r ~~ ."1- (\ 0- - - - --- IT 2Q'-~;- I I · ~ ~~~~Gd:{ O I I ~ // : i-- 21.21 I ~-J-~ - --,/~/- - - -- I I I () /// I I CN// I I I ' I II I I II I I 1\ k I I ~ (J]() I pil ~I~ III \ ~I~ \ rn L I I I i~" III I g ~~ III~I ~ ~~ II N ~ II I~ I IT- ~ -\ r- III~I IZ III~ 10'-2 1I2G:,1 ~,O' - -- -- -- -- -:...-----:- --=----- -=- --- -- -------- ~~ :t ,<'I s Z ~ ~ EXISTING FOOL ~ ~ () tJ D , " (\ 7\ - S 12026146" ~ 123.351(M) () S 12034130" ~ 123.021(P) "I ~ \J\ 'Q. U'U' ~~ w~ o ~ ~~ ~ - - ~ ~~ mm ~W , ~ ..n~ -1 _ -' ......... \l"!. "-' "-' BAYSIDE SUB, NO.3 ONE STORY MASONRY HOME SECTION 8, TOV'XNSHIP 2Cl SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA LEGAL DESC.RIPTION: LOT 1 "COLUIMBIA SUBDIVISION NO.5" AGGORDING TO THE PLAT THEREOF, RECdRDED IN PLAT BOOI<. 31 , PAGE 16, PUBLIC REC,ORDS OF PINELLAS COUNTY, FLORIDA. FLOOD STATEMENT: THIS LOT LIES IN FLOOD ZONE "AE" (BASE FLOOD ELEVATION: 11.00') ACC,ORDING TO F.E,M,A. FLOOD INSURANCE RATE MAP #12103C-0102G, DATED SEPTEMBER 3,2003. EXISTING CONDITIONS SITE PLAN ---~----_._--- - --- --- - - Scare: 1" = 10 ft z \!) \J) I1ll :rG\ ~ ~8 ~~ 9lr'}} ~ I IC) IC) I ' ,2 I I ~ I r. I - _1_ I I ItJ I() I~ Ir Iffi I I I I I I I I I I I - - - - - - - - - - - - --t-i I I I I I I I I \ I I I I tf\ -l -l o Ul ~ Ul () ~ ~ ~ ~ 1-~ ( \\ I \~ ~ ri9. ~I'\ I t~% ~\~ ~ 0 ~ I ~\ ...., ~ ~ ....> ~ '1' \) I ~\, \ ~ ~ f'\\ ~ ~~~ I ~ - '~ ~ \)\ I ~ .:t I t- I I I = m ~ ~ ...n , ...n () ~ X '--" - () I a- U- (j\ -l -l tJ ~ \J1 () Ul tJ () ~ = () m ~ ~ ~ to ~ ~ ~ () r ~ Z 11 G\ '--" (\ r m ~ ~ m J{J :t: )>- J{J OJ () J{J 03/11/04 JA Y F. MYERS 4959 - # AA -0003461 I I a 0 -< <: ~ a =- 0 0 ~ u ..... ~ 0 Q.) c ti .~ @J ~ ~ ..c: ..J ~ 0 ro [/.l ~ Z I. Q.) - ;;.-, ~ ~ a r/j ~ co C'f/ u.J t- - ::J 00 (1') r/j --< Q r-- ~ I <: ~ ~ 0 tr) ~ I t- r-- N r/j r-- ~ ~ 00 ::J ~ ::r: ~ <: ~ 0 8 --< 0 r-- ! t' I ,.....; tr) 0\ 0\ tr) , ~ r-- I I 1.~ 1\ ~~ @ ~~ \\ ~~ +-< UD , It - () .~ ..J H __ \ lL. ~ vu :r: ~v-- [I ~ m It I U.1 ....1 \,) LE6END 0,00 = DENOTES ELEVATION NAVD 1<=188 BASED ON BRASS DISK LP-15 USCE 1<=168 f,I.R. = found Iron Rod 4 cap f.P.P. = found Pine-hed Pipe f.O.P. = Found open Pipe 4 cap P,C.P, = Permanent control Point F,C,M, = found cone-rete Monument S.I.R. = Set Iron 4 cap 1/2" L.S. #4626 L6 = corporate certifie-ate Number P.L.5, = Professional Land surveyor C,S, = cone-rete Slab CONC, = cone-rete S/V'! = Sidewalk 'i = centerline D/V'! = Driveway V'!V = V'4ater valve SSMH = Sanitary Sewer Manhole GV = Gate Valve fHA = fire Hydrant Assembly - . = Overhead V'!ires - -- - = sanitary Sewer - - - = V'later - - - = Gas - -- - = Storm Sewer U) L :r-J ~ <( ~ 5 lL ~ D \- z z U) U.1 8 ~ D l- ~ - :r: 5 0- () Z ~ ...-:) U) I P,O.c. = Point of commene-ement P.O,B. = Point of Beginning (D) = Data per Dese-ription (M) = Measured Data (c) = cale-ulated Data PG,(s) = Page (s) O.R. = Offie-ial Ree-ord Book P,B. = Plat Book R = Radius 6, = Del":;! Angle EP = Edge of Pavement R/V'! = Right-of-way SMH = storm Sewer Manhole M,E.5. = Mitered End See-tion T.O.B. = Top of Bank T,O,S, = Toe of Slope V'!M = V'later Meter LIP = Light Pole A-2 NOTE: DATA FOR THIS SITE DR~ING V'\AS T AI<.EN FROM A SURVEY DATED 12/02/Cl8 CARRIED OUT BY GUY D. HALE OF GUY HALE LAND SURVEYING 231 DOUGLAS ROAD SUITE 4, OLDSMAR, FLORIDA 34611, JOB NUMBER Cl8586 EXISTING SITE PLAN OF A-4 - ._"~'- ~-- -~----- ~-- -~. ---- r --- -- - ~---- ~ MID POINT OF ROOF z z ~ -- ill ill - """" ~ ~ ---- ~ (L -- '"""I ~~~~ --- () --- ~e~ ~ r-- ---- ~ r--t--.... ~ _.~ -- , -- -. . ~ r> -. --, / --' -"V""" -- P.AJNTED <: I I I 1 I I ALUM R.AJL ~ I '----.. 31 --- -- - l ------- . ' m --- = --- f--' --- -- -- ,-- ~----- .- ,- . - - ~ () ..- I ,-- - ~ I 1------ ----- - 1- - ' ....: . -- -- . - -----.---------- -- - - --- --- ',.,'--------= ,- -.,'-:-,=-=-= .- -- ~~~~ - -- -- 1- .--~ f-- , - - ------- - - --- ---- f------- --- I-' ~ ,-- -- = , --- ---- -- - - ~ ~-- ~ --~---- .- - - ------ ~- - . . . --. - ,~ /7 1--' . V .--.----- r ---- -- -_.-- ~- P.AJNTED STLCW ON BLOC/<. I r NORTH ELEVATION sc-ale: 1/16" ::: 1'-0" MID POINT OF ROOF r1rl~JIGlrt~\ ~:EI i \~rl ------ I 7 - I '\ OPEN \ Pl.-ANTER tm-=-=-=----~ --:- -- -- - BOX - - - - - - -- - Em - - - - -- 1----___ f-- - ----- - --------=--- - - - ..--- f-- OPEN ,-' () \ ~L-.- ..- I PLANTER - - - , ~ BOX -- - - - ~ -='- ~-~_:.~,- - ,,~,-- - -- .- :.-- ~ 1- -- 1m -= _:_ _'~~CC =--=- -1-- --\ 1 - - - - OPEN -- I -t- -t-'- I~ r 1-- -1-- -t METAL I! .AY'lNINGS ~ ~ I~ .--- -- -- -- --'-- " -- -- - --- --- ----" ,- - - ------ --- ._- - --- -- --I ---- --- ,- -l- . -- -' --- - --' I .,- -- OPEN --,-,.. ~.- . -+---,-- --- -t- -t- -t -, ~ 1 r -=r- -1-- -t 1 ~ I I ~ - , -- _d__ -~-- -- "\ --' 1--- -- I ----- - I~,,-- P.AlNTEDST~ -- 1--'-- - ~ ON BLOC/<. I r a ~ I 'N..- EAST ELEVATION sc.ale: 1/16" ::: 1'-0" BASE FLOOD ELEVATION ---- 11'~" 03/11/04 JA Y F iv1YERS 4959 - # M -0003461 11 . BASE FLOOD ELEVATION --- --- 11'~" E 0 < <I:: u 8 ~ 9 0 0:: u ..... < 0 ~ q < ..J ;:.< ~ .,.. ~ @) ~ ~ ..c: ~ 0 ~ ~ z ~ - ~ ~ ~ s C/1 co ; ('f') U.) ~ 00 ::J ('f') C/1 ...... 0 r- ~ I <I:: if) ~ ~ 0'1 if) 1 8 ~ r- N r./) r- 0:: ~ ::J ~ ~ ~ ~ < ~ 0 8 ...... 0 r- I r- I ...... if) 0'1 0'1 if) I r- N r- I +- g~ . -_'.;>1 ~ Q' ... ~~ -- i)~ ~ ~ ~ ~ \) \S) 1: ~ ~ ~ :r lL It 8 \- ~ z \S) IS ~ ~ ! z u- ~ Z () ~ :J ~ \S) I A-3 EXTERIOR ELEY A TION5 Of A-4 BASE FLOOD ELEVATION ---- 11'-0" BASE FLOOD ELEVATION ------ 11'-0" ~ ...--:::l~ ~ ~1J .~ . -// ,., -'l _ MID POINT Of- ROOF PLANTER BOX C) ..- , ~ 't N^lNING I -, L-- ..,:;..' - -.1-----,- ___ un_ <: - -'~'-" -, -- - -- ----- -, -- -"'..-- I- ~ ~ ...@. .- - """'- -- C) MID POINT OF ROOF s+1b,~~ JJJ LJT l' JoG~ - - --- -_. I I I , I I I I I II I I I I --------- --- -- - - ----.'"--... - \-- ---- -, - -.---, ---- .. - .._-------~ ~~---------- ------ 'n - nn\ ---- ------- ------_.~-- __________n. -, ----. -- --------..--- - -- ----- -----~--.- '---..-J ~~----- ----- --------- ,,- -, '- , ~ - - .~----- --. .--. 10- PAINTED ) ALUM RAIL OPEN I~~ PLANTER ;;; - - - ;;-;;;;';;"~",":';;-;;; - - -~'~';;; - - _.;.~-;;-;; - - --;;;- ~OX ----IIlJ.;--.;.~ -.--. ---~-- ----.-..--- ..._- - -' -I-' - ---;;;- ~"'"------ ~----- -,- -'~---r_::n- -- ------------ - -. -~--------- 'n --------.- , - - _n -, ----. ---. ~ - OPEN I - -h-- ~ ~ I PLANTER _.-- ::-:im-~-~--:- - -~-~--~ P.I'iX - -------.--- ..-- ------- ---- -------- -------- --- . -- ----- n__ -._- ---- n - --------.. ------------ --------t -- -- ---------- ----~ --- -.. - ---------- - -- -,- 1 -- -f- t- -t- -t- I I r METAL [ --- -- -- --- OPEN ~ rn N^lNINGS / -- ------- - -------------- -- - --- ---- ----~ -- - ----- --- -- , ,- - n, -'- -- -- ~._------ I -.----- ~--- -- ---- . ._-~ ---------.-- -----~- -j ---~ I--- - -~- ------ -._----- n, I---~,-, ---- - - - " ...---- -" ------------ -- ---- ------ -- --- -- ------------ - --------- -_._------~ -- --- ..,- __________.u --_._--~- ~- --- .- -, -----~--- ------ -- -- ---,- - ---- -- -- I -- -,- -- -r-- t- -t- -t- I I \ --- --1-- --- 1 ..... rn OPEN 1\ I ~ _ _______ __ n__ -- ...------ --- ----- --- ---- -, --. -" .. -" ---_.~-- ----- - ---------- ------ ------- ----- - ---------- -- - - -- -----"- _.~,---I ----------- ----- __.n - ~,--- I---- ._~_._- - ----- ---- -.-. -------- --- -~------ -. ----- --.---- -- "'-- PAINTED ----- ---- - STUGGO ON BLOCK - ------- OPEN ~ ~ k---. - r I I ..- I ~ 't ~EST ELEVATION Sc-ale: 1/16" = 1'-0" _ -------- .- .. ~ -n-r--~ --......... -- -,... ~-- ..- ~r--- .g.. 'lsl~ '- .-:: =-'~---=- -- -~~ ,~ - ....- ... -~ -- ---- -- --- ~ ............... ~ o{- 4'~ -- ~/ ~^ --- -,-. ;;;;-,-'---lnI'- .-'-.--.-.;;;_ -.---1---- '0 '-J ~~ =t.=t..-:- - - - ~. - c~~ t- c Co - --- - ---:-= ,;.;.... -D:.::..-=_-= ,- ::::::-_-=::::-:-_=- _'_ - ___'u, .-- ..,--, ~-- =-=:.:.::: ~::: - ----:::..-Im-_ -.;;.:-::-:::- ~ -,.::::.-.-. -::.::= ~ -----:::- -,=::'--'-:-'- ::---=.--,-.... ' - :dm- 'I -..'-----. E :.3YE - :.:.-::::.::-=' - :-=;.;;..__-Q;-::- n. -.- =-::.:::::::::::::::::::: -.-- 1--- ) &_---- _~;_u~ --.--::::-'~ ,:_ ::.:~:::._:::''''-~:::::''= .- - ..::.~-=-=-=::::.:::: = ---,-- ""--~, r I SOUTH ELEVATION Scale: 1/6" = 1'-0" 03/11/04 JAY F. MYERS 4959 -- # AA -0003461 I I TT E o u -< ~ E ~ ':'1 0 ~ B ~ ~ ~ ~ ~ ] ~ Z t g m ~ 8 i ~ r-- ~ ~ ~ ~ : ~ rI), ~ "'" ~ ~ if ~ 0 ~ R r-- ! ~ ~ ..--- ~T~, - oc (f> () r .- I -1 Tf ,u... i \VJ _ D ~ -< U.l m oc i U.l -1 \) -~/ :::-:::::::: ;;;;=--- ::-=tm=__..:: - =-::--__::::::::1-_ '-..:::-:..--=-..:::::Jm- -'_ .::: \f) L ~--1 ::) <( U.l Z > ~ lL oc a l- ~ ~ ~ ~ ::) u- () Z ~ '-::J \f) A-4 EXTERIOR ELEVATIONS OF A-4 BAR SCALE:- - 01 101 201 HAMDeN D~lve (60 ~/Y'!) 1: (60' R.IGHT OF ~y) TOTAL HANDICAP ACCESS -~-..-..:::~: , ...:.. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~"~'-. ~., :" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 "'~ ! .'/ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~~ '/0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,/ ! 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~\ CURB 6" !^tIDE --1/ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 / 0 0 0 0 0 0 0 0 0 0 0 0 0 'NE~ 5'oMLl<. 0 0 0 0 ]\ X 6" HIGH ~ /{o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 /' 00000000000000000000000000 I 1;00000000000000000 00000 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L,~ 0 0 0 0 0 0 0 ~ ~~ 0 0 0 0 ..o__~ 0__ ,_. _" 0 0 0 0 ''"..________u...h""',,__ ." R-"--'--------.-----------.--.--.----""'..'..------ _____,"_.___".n.__ --.-----.-. i l / 4' CONe. SIDEV'iALK ----j-- TY'lO EXISTI G CABBAGE PALMS TO E REMOVED LOT 1A (PLAT) 12093145" E(tvf) 000 000 SIGHT TRIANGLE o 0 o! : I: : o 0 0 ----S~HT TRIANGLE I I I I , I "':~ SIGHT TRIANGLE 000 o 0 000 "" "" EXISTING "" TIKI HUT ~ ~ "" [- I I I I I I I I I I I I I I I I I I I I 000 o 10 0 000 o 0 0 ~ ~ .. PAVERS T!^tO EXI TIING CABBAGE PALMS T BE REMOVED ----- '\ \{ ~ ~ -0 . -0 () i' '- """"" ~ lU Z lL 9 0 in "- en l-- J: W \!) > Ii Ii - n C) IW U) '- n - \0 ~ Itl SHEAR Y'lALL :',.:- --.-; .- __ _ _ _ 1 . - ( --- () ~. ~! = m EXISTING POOL 1~ --- I ~. ~. SOLID V'lASTE ST AGING AREA I o !~ 7 o - -.. :1 i , iI 101-2 1/2" , < I ~ J I , I._~__--.. i PAVERS" I \J-' o b 0: , o f 01 o o~ o 01 o ! 01 o 01 o 0: o 0 01 I o 0: : 0, ~ CURB 6" Y'lIDE ,j X 6" HIGH . UP 0\ RECYCLE AREA o i---, -.---".-..-------,,--, .-, --_..,.~--- i , i ~ SOD SOD N I o NEY'I LOY'l PLANTER S 1202614611 ~ 123.351(M) S 12034130" ~ 123.021(P) L SIGHT TRIANGLE LANDSCAPE PLAN Se,ale: 1" :; 10 ft 1B" TO 24" SPREAD PLANT LIST 40. I -~- - r- iC) Iq ~~ ---------f- T I I I I I I I() IC) I . 12 I I I r _1_ 601 I 80. I 1001 I FOR l^lA5HINGTON OR CABBAGE PALM INSTALLATION-~ TRIM ALL FRO~I':"S AT TIME OF DIGGING PoND PLANTING it. () lO it. <( :t Ii UJ ~ it. <( UJ -1 \) KEY QT'( BOTANICAL NAME COMMON NAME SIZE CONTAINER REMARKS B 5 BOUGAINVILLA BOUGAINVILLA 4' TO 5' HIGH 1 GAL CG 42 CARISSA GRANDIFLORA NATAL PLUM 1B" TO 24" HIGH 3 GAL CN 6 COCOS NUCIFERA COCONUT PALM 12' TO 15' HIGH BaB CLEAR TRUNK HEIGHT CU 14 COCLOLOBA UNIFERA SEA GRAPE 30" TO 42" HIGH 1 GAL FB 1 FICUS BENJAMINA FICUS 2 1/2" CAL 10' HIGH MIN CONTAINER OR B a B HRS 36 IHIBICUS ROSA-SINENSIS HIBISCUS 18" TO 24" HIGH 3 GAL MIXED COLORS - JC 82 JUN IPERUS CONFERTA SHORE JUNIPER 18" TO 24" SPREAD 3 GAL PA 6 PRUNUS AUGUSTIFOLlA CHICKASAV'l PLUM 2 1/2" CAL 10' HIGH MIN CONTAINER. OR. B 4 B !^tR 1 Y'lASHINGTONIA ROBUST A Y'lASHINGTON PALM 14', 16', 1B' HIGH SOLID EARTH BALL CLEAR TRUNK HEIGHT JM B20 JASMINE MINIMA JASMINE 8" TO 10" SPREAD 1 GAL PROVIDE TREES, SHRUBS AND PLANTS THAT COMPLY ~ITH STANDARDS OF FLORIDA GRADE **1 OR BETTER AS GIVEN IN GRADES AND STANDARDS FOR NURSERY PLANTS, STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. ALL PLANTING AREAS AND OTHER AREAS AS INDICATED SHALL RECEIVE A MINIMUM OF 3" OF PINE STR.AY'1 MULCH. 50D AS INDICATED SHALL BE DOT GRADE PENSACOLA BAHIA. PROVIDE AUTOMATIC IRRIGATION SYSTEM TO PROVIDE FULL COVERING OF PLANTING AND SOD AREAS. - SURROUNDING ALL NEY'I PLANTING AREAS. SYSTEM TO HAVE RAIN SENSOR Y'lITH AUTOMATIC SHUT OFF. ALL TRUNKS MUST BE SMOOTH AND NOT FIRE 5c.ARED 20 LAYERS BURLAP PAD AT SUPPORT GONTAGT - NO NAILES IN TREE V'OOD ROOT BALL 16" MIN RADIU FROM TRUNK 2" X 4" P. T. BRAGE SPAGE THREE AT 120 TYPICAL V'lA5HED IN PoND TAMP PLPoNTING SOIL MIXTURE EXISTING SOIL SAUCER RII" FINISH GRADE PALM PLANTING DETAIL N.T.S. CROffi SPREAD ~ :I: \!) !!! ~ ~ C) - REtv10VE DEAD AND INJURED T~IGS, TRItv1 AND RETAIN NATURAL SHAPE /3 - 12 GAGE GALVANIZED ~IRES SPACED AT 120 AROJND TREE AND SET AT 45 ANGLE ~ITH 3 116e DUCK BILL ANCHORS OR EQUAL REMOVE BURLAP FROtv1 TOP OF BALL PLANTING SOIL MIXTURE TREE PLANTING DETAIL. N, T. S. 3" tv1IN SAUGER REtv10VE GONTAINER FROtv1 RooTBALL EXISTING SOIL 5HRUB PLANTING DETAIL N, T, S" NOTE: DATA FOR THIS SITE DRAV'lING V'\AS TAKEN FROM A SURVEY DATED 12/02/C\B CARRIED OUT BY GUY D, HALE OF GUY HALE LAND SURVEYING 231 DOUGLAS ROAD SUITE 4 OLDSMAR FLORIDA 34611, JOB NUMBER C\B5B6 I LANDSCAPE PLAN 03/11/04 JA Y F. MYERS 4959 - # AA -0003461 .11 . . 8 0 < <1:; ~ 8 ~ 0 0 - C!: u ..... ~ 0 0 = ti ~ .- @J ~ uS .c ..J ~ 0 ~ V,) ~ Z ... 0 ~ - >--. ~ 8 \/J ~ co ('I") ~ E- - ~ 00 ('I") \/J ,....; 0 r--- ~ , <1:; ~ ~ 0 c.G if) , E- r--- \/J ~ c.G ~ 00 ~ ~ ::r: ~ <1:; ~ 0 8 ,....; 0 r--- ~ r--- , ,....; ~ 0\ if) I ~ r--- .{ D oc () -J LL J: ~ ill (Q OC i ill ..J \) U) L }:~ ~ <( ~ G lL oc D ~ ~ Z U) ill ~ ~ ~ ~ Z \r ~ ::J ~ U) L-1 OF L-1 (" 3.05 iMii' SANITARY ___ MANHOLE , 4.01 2,94 APPROXIMA IT LOCA TION OF 10" SANITARY LINE I I i (58 ! 2,93 2.92 I . 7000' / I I I ~ I / ~ : L I -J I /' I CLEARVVA TER D~K LINt --- HARBOR J- --- BUILDINGS, CONCRETE, WALLS AND WOOD DECKS TO BE REMOVED EXCEPT FOR THE SWIMMING POOL NOTE: ALL UNUSED DRIVE APRONS AND/OR PARKING SURFACES ARE TO BE REMOVED IN ITS ENTIRETY, BY THE CONTRACTOR, AT THE APPLICANT'S EXPENCE. THE RIGHT- OF-WAYS ARE TO BE RESTORED WITH NEW SIDEWALK AND SOD AS REQUIRED. /' --- --- /' --- --- --- --I -- L.w ~ try 0 :r: o' >- < Q < crJ 0 ,:) UJ , 4,81 UJ <:{ L.w ~ a >- - Q:- ~ 0 P.B 31. PAGE 16 <:{ I-- PINELLAS COUNTY FL en C/) L.w < o I J I ! I ", / I --'-,i'..,L-- R[CLAIM J I ---E~-L--~'~--- / / --"--1-- / I ---... 4.28 I / ---::::--- -.---- __________ iMif / / / - - <::::.:::::: :Jse'iiAi i - - -- - _ -------------__ - - 5 31 SA","" ~:-r- +-: N 77"2 . 4. -- -<:!'Bffyji;i . - - . -------- - - ","HOU 1/ I / 8AYs7~ :DO~RWI(P~~[:~ ____1 7 8'02'~:::--:::~-;:~:;-- " I (50' [ RICH r Or __ 4.43 WAy) ~ 8 1.48' 14" E 82"14'52" E 2. 14'(M) 1.97'(P) --- --- --- --- -- -- -- -- ~6 -- [x I S n-;;; -- :-::----.- ALONG c SANITARy -- [N7tRLlNE: SE:~R __ 4,62 '-- -- --- .-- -- ------ -- - __,~.84 -- ---- ---- -- -- --- NOTE: NL UNUSED ORNE APRONS AND/OR PARKING SURFACES ARE TO BE REMOVED IN ITS ENTIRETY, BY THE CONTRACTOR, AT THE APPLICANT'S EXPENCE. THE RIGHT- OF-WAYS ARE TO BE RESTOREID WITH NEW SIDEWALK AND SOD AS REQUIRED. -- SEC. 8, TWN. PINELLAS 29 S, COUNTY, RNG. 15 E. FLORIDA l'J o 20 ~ Scale 40 I 60 I 1 1 " 20' LEGEND P,O.C. .. Point 1>1 Commencement P.O~B. .. Point 1>1 ~innin~ Dl .. Data per Deecriptooo 101 .. "'eotur~ Data C .. Coleuloted Data PG.(.) .. P0ge (I) 0.1'(, .. OIllciol Recotd 800k P.8. .. Plot Book R .. Rodiu. /> .. Delto An91e EP .. Edge 01 Pavement R/W .. RI9ht-ol-woy sNH .. Stotm Sewer Monhole I.l.E.S. .. loIitered End Section T.O.B. - Top 01 Bonk T.O.S, .. Toe of Slope 'MI .. Water loIet... L/P . Li9ht Pole F.I.R. . Found Iron Rod '" Cop F.P,P. .. Found Pinelled Pipe r.o.p. .. Found Open Pipe &c Cop P.C.P, .. Permanent Control Point r,C.N. .. Found Concrete loIonumlrlt S,I.R. .. Set Iron at Cap 1/2" L.S, ,.626 L8 . Cotp<ltote C...tilicote Number P.L,S, .. Proleasionot Land Sur...eycw C.S. .. Concrete Slob CONC. .. Concret e SjW . Sidewalk t . Centerline D/W .. Driveway wv .. Water Vol.. SSMH .. Sanitary Se_ loIanhole GV . Cote Vol... FHA - Fire Hydrant Allembly --- x 0.00 . DENOTES ELEvAnON NA"" lSl88 BASED ON BRASS DISK LP-1S USCE 1968 --- --- --- BUILD!N0S, CONCRETE, WALLS AND WOOD DECKS TO BE REMOVED EXCEPT FOR THE SWIMMING POOL , 5.21 x 5,31 -- -- 467 ---- WAR N N G CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL" 1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS PRELIMINARY PLANS U) ti en (0 0 .- -.:t J- Z 0::: .- N -0 .- ,.... ~ I Z ~ I") It) 0 It) ,.... (0 I") Z ~ 0::: -.:t -.:t :::::> It) I") ........ oj ,.... en a < N ..J < a ,.... . 0 '-'" Z ~ 0::: i2 x 0 en 0 1= ~li < :J 0::: u. < l.&J z>-=, N Z 0::: (f) :::>w .- 0 Z O:r: 0 j; < Uu .- .- Z --I 0- I :::> a.. ....JO::: It) < 0.... ,.... 0 . -.:t~ I") U. 0 CJ) ........ LOa.. ,.... I=! 0 0::: oo~ N l.&J ,.... < l.&J w '-'" u Z z w G: ~ C) u 1= it 0::: Z W W 0 U C) ~ Z F --I :::::> CJ) z 0 () "<1- '.= = C'-J :"1.-..: ~ a: c:::( :2: (f) 2 ~ - Z f'.. Z - (f) (0 2 f'.. <( ~ I"') 0 II"') --' 0 l- et: :J<( (L 0::: 00 (f)- 0 <{ 0:::: m wO >-.J Z Z _lL.. >- 0::: o .. 0 0 D:: 0 I 0 zO '"- ::> W<( I- U J OW ~lD - ~ <(0::: --' I~ 0 ~ I- 0><( I- 0;: 2 (f) o -.:t 0::: U <( W (f) W W -.J 0 0 S z ~ (f) .q- .q- o 0 I I ~ ~ g <( I I o 1'0 1'0 a::: a::: w ~ I- <( <( 3= 3= c:t:: c:t:: <( <( W W ....J ....J () () u.. u.. 0 0 ~ >- I- U U a::: a::: w w 0- 0- . . 0 0 (f) W W Z (f) (f) 0 > > (f) W W > a::: a::: w a::: ..- N 1'0 v 1O to DATE 1-23-04 PROJECT NO. 040020.1 DRAWING NO. C-1 N 12"33'45" E (M) I I 123.20' (P&M) N 12"34'30" E (P) I I I INDICbES BUILDING OUTUNE (ABOVE) I 2 I X 20' S~E TRIANGLE ~ 0 lip, BOTH SIDES -< I c.o I '<:('-- :r:j I PROPOSED 5' CONCRETE SIDEWALK 20' x 20' SITE TRIANGLE I / / / / / / --- [~ /20. 0 '(P) J ~ ~ ~ ~ ~ ~ (:~;:(MLJ I ~ D DOCK ~n -- ___ H RAILING -- I / II II II II II II II 811 $11 ~ '" II II II II:S I 1;1 I II K I I; -,. I Il/ II '=::~ II II II II II II II II II II II I II I II 1 I 1 1/ I CLEARWA TER / ; ~./)-. ~ D~k .i:'..N[ ~ I II / BUU-< H[AD --- v S LiN[ I /11 S 77"25'30" v---:::-77"34'JO" t L0 ~ t I HARBOR I I PROPOSED 5' CONCRETE SIDEWALK I --- --- I PROPOSED J BENCH I --- --- -- I I [XISTING SWIMMING POOL I 1/ al / INDICATES BUILDING I..w OUTLINE (ABOVE) ~ f'r) 0 ::r: o' ).. < Cl:: , < QJ 0 .::J U) U) -::( I..w ~ a ).. o Cl:: EASEMENT ).. [: PB, 31, PAGE 16 -::( U) PINELLAS COUNTY f"L QJ I..w < o ~~ 'I t 1/ (Do I ..ot:t- ,." b co .. rv~ C\J" _C\J - PROPOSED 3,0' DRAINAGE/UTILITY EASEMENT S 81"48'14" S 82"14'52" f 2. 14'(M) 1.97'(p) --- PROPOSED --- :: --- 5' CONCRETE --- -=::: --- - N 77"25' --- -=::: --- , ' ~ID~WALK 30" --- -=::: --- "'" ' 0) ,3.21". :---- W(P&M) --- -+~' ' , . ---___ SA - ::::---- 178.o2'(M ~ ~ ~-=::: --- ---' --- --- YSIDc- - ~ ~ 118.04'(p\ 2' VAlL[yCu- ;::: ~ _ --- (5 C DRI - I Rg -- - 0' RIGHI OF VE ---- - ----.r.-- SOLID WASTE - WA'r) 1:. - ____STAGING AREA - --- CONCRETE SIDEWALK TO BE CONSTRUCTED PER ADA SPECIFICATIONS AT INTERESECTION - - - - -- - --- -- ---- -- ------ --- ----- --- ----- ----- --- -- ----- ----- ---- SEC" 8, TWN" 29 S, PINELLAS COUNTY, RNG" 15 E. FLORIDA 1'J o 20 ~ Scale 40 60 1 1 " 20' LEGEND P,O,C, .. Point of Commencement P,O,B, .. Point 01 ~innin\l {O~ .. Data per O.tcrlplion M .. MeallUred Data C .. Calculated Data PG,(al .. P~ (al 0,1{, .. Officio! Recotd Book P,B, .. Plot BOOk R .. ROdlus A .. Delta An9'. EP .. Ed9. of Pavement R/W .. RllJht-of-woy SNH .. StOl'm Sewer t.lonhole t.I,[,S, .. t.litared End Section T,O,B, .. Top of Bonk T,O.$, .. Toe of Slop. 'MI .. Water Met... LIP .. LI9ht Pol. r.l,R, .. rOUnd Iron ROd It Cop r,p,p, .. round Pinched P;p. r,o,p, .. round Open Pipe" Cop P,C,P, .. Parman...t Control Point r,C,M, .. round Concrete Monum...t S,/,R, .. Set Iron" Cop 1/2" L.S, '4626 LB .. Corporate Cartificota Numbar P,L,S, .. Prof.nlonol Land Sur.eyOt C.S. .. Conetet. Slob CONC, .. Conct.t. S /W .. Sidewalk It. .. C...tarline O/w .. Driveway WV .. Wat.r Valve SSt.lH .. Sanitary Sawer 1I0nhole GV .. Gote Vo/ve rHA .. rite Hycltont Assambly x 0.00 .. DENOTES ELEvAnON NAill) 1988 BASED ON BRASS DISK LP-15 USa: 196B LEGAL DESCRIPTlON: LOT 1, "COLUMBIA SUBDIVISION NO.5" ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 31, PAGE 16, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. - - -- WARNING CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL" 1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS PRELIMINARY PLANS (f) ti en to 0 ~ V J- Z a=: ~ N -0 ~ " I >- t') to 0 Z ~ to " vtO t') Z ~ a=: 1O~ ..-.... . ::> " II! en 0< N ...J <0 " . 0- ....... z :-I ~~ X 0 (f) 0 < 1= :J a=: ~ii lL. < La.J N Z Z>=, a::: (f) =>w ~ 0 Z 0 O:c or- ~ ~ Uu ~ Z 0- I => 0. ...J~ to < 01- " 0 . v~ t') lL. 0 ..-.... en LOa. ~ ~ 0 a=: lX)~ w " < W w .......u Z Z w G: ~ C) u 1= Z It ffi w o u C) ~ z 1= ....J ::> (/) z 0 () (j) 2 z <( :) ~ - (L Z " - (f) <D ~ 2 " ;: tt') 0 0 If'oI") 0 I- 0::: 0::: :::)<( CY: 00 ~ (/)- 0 <( a::: m wO Z >....J Z _u... 0 >- a:::: o .. 0 D:: 0 I U 0 :::> zO L.. W<( U J OW ~ ~rn ~ <(a:::: IW <( ~ O)~ r- r- O~ ~ (j) OVa:::: Z U <( (f) W 0 W ....J 0 S N - 0::: Z 0 :) I (j) ~ ~ o 0 I I ~ ;: g <( I I o I"") I"") a:: a:: w ~ I- <( <( 3: 3: a:: a:: <( <( W W -.J .....J U U lL.. lL.. 0 0 ~ >- I- U U a:: a:: w w a.. a.. . . 0 0 (f) W W Z (f) (f) 0 > > (f) W W > a:: a:: w a:: -r- C'\I I"") ~ L{) (,0 DATE 1-23-04 PROJECT NO. 040020.1 DRAWING NO. C-2 RETENTION AREA T.O.B. EL.=3.80 BlTM. EL.=3.30 MITERED END SECTION I.E.=2.55 21 LF 12" DIP CD 0.00% FOOT TYPE C INLET GRATE EL.=4.05 I.E.=2.55 21 LF 12" DIP C 0.00% MITERED END SECTION I.E.=2.55 RETENTION AREA T.O.B. EL.=3.80 BTTM. EL.=2.80 I I I / i fr--q, 1/ I I / / / I (' 1 1 I (" 1 I -- 305 I r ((1ft II II II ~J I/j 1/1 1// I &1' ;:) 'I (JI >- I !::J Ii! 2 93 -..II ~I 1-v 1/1 1/1 1/1 III ~ I I ;: I 1/1 ~ 1/lll I lJ I 1/1, ~ 1/ I I 31ii!L/~ '/, -= .' I Iii: / I I ;/;/ I , ~ iJj.. . I ' / /3. .8:. x 4.01 II 2.94 II II II II II II II II / II 2.92 I II I ~ I I } I II I I : L II J-- __ I 3 ~ / I I' / BUU-< H[AD I ; v LiN[ /11 I / CLfARWA TfR D~K LiNt -- HARBOR -- -- [6,; _ _ _ _ _ ex:::; --J ,', 7 00 DOCK :---- _ Il1TH R~/LlNG :-- J 388 1 ~ -- :--- I / I I / I I 1/ I / I / I / --- --- SEC. 8, TWN. PINELLAS 29 S, COUNTY, RNG. 15 E. FLORIDA l'J o 20 ~ Scale 40 I 60 ~ 1 " 20' . . LEGEND P.O.C. .. Point 01 Commtnctmtnt P,o~Bl .. Point 01 ~innin~ o .. Data per OitcrlptHltl II .. 1I~lUred Data C .. Calculoted Data PG.(ll .. P~ (I) O.Fl'. .. OfficioJ RecOld BOOk P.B. .. Plot BOOk R .. ROdiul A .. 0"'0 An9'e [P .. [dge 01 POWll'lltnt R/W .. RI9ht-ol-woy SNH .. Storm Sewer lJonhOle IJ,E,S. .. lJittl'td End Section T.O,B. .. Top 01 Bonk T.O,S. .. Toe of Slope ......, .. Woter Uet<< lIP .. li9ht POle F.I.R. .. Found Iron ROd & Cop F,P.P. .. Found Pinched Pij>t F.O.P. .. Found ap.., Pij>e & Cap P.C.P, .. Permantnt ContrOl Point f'.C.II. .. f'ound Concrete lIonumtnt S.I.R. .. Set Iron at Cap 1/2' L.S. "'626 LB .. Corporate Certificate Number P.L. S. .. ProfesolonoJ Lond Surlle)'Ct C,S. .. Concrete Slob CONC. .. Conetete SjW .. Si<lewolk ~ .. Ctnterlint D/W .. Driveway wv .. Wattl' Vall/t SSUH .. Sanitary Sew<< UanhOle Gv .. Gote Valve f'HA .. ~ir. Hydrant A.umbey x 000 .. OENOl[S ELEvAnON NAVO 1~88 BASED ON BRASS DISK LP-15 USCE 1968 OUTFALL STRUCTURE ALU~INUM SKIMMER TOP EL=3.80 BTTM. EL.=2.50 / SEAWALL 350 :-- C -..;;;;;:-::-- ~--- ----... --- 3,50-__ - :-- IS" C~p ALONG PROPERTY LINE fNvtRT AT AWAlL .. 015' ~ 3 8 I L I / ! / / / / I -- -- . 4 '.- 1 I I I / I ! L<-i ~ IV) 0 :r: o' )... :< Q:: :< . 0 !5 I./) U) "'t L<-i ~ Q >- Ci) ~ EASE~ENT )... :2 ~i~EL~~sPt~N\~ f'L ci U) L<-i :< o MITERED END SECTION I.E.=2.55 22 LF 12" HOPE o 0.00% --- --- -- ------- -. 44:1 ~-~6 -- 4 ~2 -- -- ::::'-- - - ---- 69 LF 12" HOPE o 0.00% --- 462 --- JUNCTION BOX TOP EL.==5.00 I.E.=2.55 -- - __ 484 .'--- ---- -- 457 --- ---- ---- ---- ---- -- --- RETENTION AREA T.O.B. EL.=3.80 BTTM. EL.=2.55 . RIP-RAP , ~:' 1 , .5:11 - --- -- -- -- FLOOD STATEMENT: THIS LOT LIES IN FLOOD ZONE "AE" (BASE FLOOD ELEVATION: 11.00') ACCORDING TO F.E.M.A. FLOOD INSURANCE RATE MAP #121 03C-01 02G, DATED SEPTEMBER 3, 2003. SITE DATA ZONING = USE = CONDOMINIUMS SITE AREA PROJECT AREA PRE -DEVELOPMENT EXISTING BUILDING EXISTING ASHAL T /CONC./WOOD EXISTING OPEN SPACE = 14,806 SQ. FT. (0.34 AC.) == 14,806 SQ. FT. (0.34 AC.) = 6,539 S.F. = 6,624 S.F. = 1,643 S.F. == 13.163 S.F. OR 88.9% = 1.643 S.F. OR 11.1% IMPERVIOUS AREA PERVIOUS AREA POST-DEVELOPMENT PROPOSED BUILDING PROPOSED ASPHALT/CURB PROPOSED CONC. SIDEWALK PROPOSED OPEN SPACE IMPERVIOUS AREA PERVIOUS AREA FLOOR AREA RATIO == 1,577 S.F. = 6,775 S.F. = 2,346 S.F. = 4,016 S.F. = 10,790 S.F. OR 73% = 4,016 S.F. OR 27% = 0.11 -- - - - - PARKING TABULATION REQUIRED: 1.5 SPACES PER LIVING UNIT PROVIDED: 1 SPACE 0 12' X 19' (HANDICAP) 16 SPACES CD 9' X 19' 17 SPACES PROVIDED WARNING CONTRACTOR TO CALL "SUNSHINE STATE ONE CALL" 1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS PRELIMINARY PLANS (f) ti en I--~~ ,.., Z ~ V ~ ~ ~;~ .... · ~ i2 -I (/) g --. ffi ~ lL. ....J z~ (f) ~ 8 5 z~gi2 01- a ; ~~ OmtO~ z Z ~! !I ~ ~ ,.... N ,.... ,...... I LO d ~ z r:::'ai N .J ,...... ........z x 0 < 1= lL. < N ir 5 0 ;:: ~ I ::> LO < ,...... ,.., lL. o '" ~ ~ ,...... < ........u W lL. U 1= tt: ffi o u ~ C) C) C'--.J z (f) <( -..J 2 (L ~ W - (!) Z " <( - (f) co z 2 " ?: 1"1 - 0 I 1"1 <( 0 I- 0::: :::::><( Ct: 0::: 00 C/)- 0 0 <( a::: en wO >-' Z _lL. ~ >- 0::: o .. 0 Il:: 0 I 0 ZU lL. :J W<( J .. U OW (!) ~ ~(]) <(0::: Z IW ~ O>~ - ~ 0 ~ O~ (f) o v 0::: <( U <( (f) W fr: W -' U (!) S .. z (!) z :=) > (f) <( n... v v 0 0 I I ~ ...- 0 ...- I"') <( I I a I"') I"') 0::: 0::: W ~ .- ~ <( 3: 0::: 0::: <( <( W W .....J .....J () () lL. lL. 0 0 >- >- .- .- () () 0::: 0::: W W a.. a.. . . a a (f) w w z (f) (f) 0 > > (f) w w > 0::: 0::: W 0::: ...- N I"') v l[) CD DATE 1-23-04 PROJECT NO. 040020.1 DRAWING NO. C-3 PROPOSED SANITARY CLEAN-OUT TOP EL.= TBD I.E.= TBD I I I I I I -- iMif SANITARY ~ MANHOLE I I II II II II II II II II II II II II II II II ;::- i I II : I. II J-- -- -' I~;UL It- / K HEAD /1 I L~ -- -- NOTE: EXISTING SANITARY SEWER, RECLAIMED WATER, AND POTABLE WATER SERVICES TO BE UTILIZED APPROXIMATE LOCA TION OF 10" SANITARY LINE I I I I CLEAR W A TfR D~K LINE -- HARBOR -- // -- -- 5 LF 8" PVC <<>> 1.00% -- -- .............-- I I I I ;/ I I I -- -- -- -- -- [XISTING SWIMMING POOL SIZE OF WATER LINES TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION '-"-1 ~ f'r) 0 :r: o' >- t ~l ~ IJ) U) "'t '-"-1 ~ / EXISTING 9 >- lU 2.0' UTILITY VJ 00:: :z' EASE~ENT -- I--- ,'"-' P 8 ~1. PAGE: 16 "'t IJ) ~ PINELLAS COUNTY FL en '-"-1 <- o EXISTING 6" WATER LINE PER CITY ATLAS NO. 276A EXISTING FIRE HYDRANT PER CITY ATLAS NO. 276A EXISTING CONC. POWER POLE TO BE RELOCATED I I -r-.J_ I - : I I ' I I iMif I J SANIT ARY ~ ;--+ - MANHOLE I J I I I I I I I I I I I , --- PROPOSED BACK FLOW PREVENTER -- -- - - - - -- EXISTING 6" WATER LINE PER CITY ATLAS NO. 276A ----- ---- -- E:X/S n;:;; - :-::---..- - AlONG CE:~iNITAR'y SE:...... - _ ERliNE: "oR -- --- --- PROPOSED FIRE -- - __ HYDRANT ASSEMBLY --- PROPOSED 6" WATER LINE -- -- ---- -- CONNECT TO EXISTING 6" WATER LINE CONNECTION TO BE COORDINATED WITH THE CITY OF CLEARWATER JACK &: BORE ROADWAY FOR PROPOSED WATER LINE SEE DETAIL -- -- --- SEC. 8, PINELLAS TWN. 29 S, COUNTY, RNG. 15 E. FLORIDA 1'J o 20 ~ Scale 40 60 1 I I 1" - 20' LEGEND P.O.C. .. Poinl 01 Commenctmenl P,O.8, .. Poinl 01 B~innin~ {OJ .. Dolo pe, DetCrlpt.on II .. NeollU,ed DolO C .. Calculoled Dolo PG,(.1 .. Po~ (Il ~R'. .. Official RKO,d BooI< P.B. .. Pial BooI< R .. Rodiul '" .. Delta M91e EP .. E4ge 01 Polltn'lenl R/W .. RI9hI-o/-wo)' SNH .. Storm Sewe, lion hole N,E.S. .. Nllered End SKllon T.O,B. .. Top of Bonk T.O.S. .. Toe of Slope 'MI .. Wele, Nel... L/P .. LiQhI Pole F.I.R. .. Found I,on Rod 8( Cop F.P.P. .. FOOJnd Pinched Pipe F'O.p. .. Found ~ Pipe &I Cop P.C.P. .. P.,.monenl Conlrol Polnl F.C.N. .. Found Concrete Nonumenl S.1.R. .. Set Iron & Cop 1/2" L.S. '4626 LB .. Corp<<ole C.,.tifi<:ole Number P.L.S. .. Profesolano! Land Surveyor C.S. .. C~rele Slob ca<<:. .. Conerele S/W .. Sidewalk Ii . Centerline D/W .. Dri..wo)' WV .. Wel.r Vol.. Ss.AH . Sanitary Se_ Nonhole GV .. Gote Vo/ve FHA . F..e Hydrant A'ltmbly x 0.00 .. DENOTES ELEvAnoN NA\1) 1988 BASED ON BRASS DISK LP-15 USCE 1968 CONSTRUCTION NOTES: 1. ALL ABOVE GROUND UTILITIES TO BE BURIED. 2. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA-241. 3. THE CITY OF CLEARWATER, AT THE APPLICANT'S EXPENSE, WILL REMOVE/RELOCATE ANY/ALL WATER METERS THAT HAVE TO BE RELOCATED AS PART OF THIS DEVELOPMENT. NO WATER METERS TO BE LOCATED WITHIN A DRIVE APRON, SIDEWALK, ETC. 4. ALL UTILITY CONNECTIONS TO BE COORDINATED WITH THE CITY OF CLEARWATER. 5. CLEARANCES OF 7.5 FEET FRONT &: SIDES AND 4 FEET IN THE REAR OF HYDRANT ARE REQUIRED TO BE MAINTAINED AS PER NFPA 1, SEC. 3-5.6. \~UA~~_ r:EDGE OF PAVEMENT EXIST. FLOWUNE OF DITCH " .<' ,/ " ~~~~ ~D~ SEALED WI1ll CASCADE COES CASING END S~ - - -- - - - CASING PIPE INSTAU..AllON 1YP1CAl FOR FULL PIPE LEN<mi STAlNlDS STm. ~ING SPACER CASCADE WATERWORl<S MF'G co. APPROVED EQUAl..) -- --- -- WATER t.WN ~E FROW P1rE JOINT TO END OF C4S1NG IS 7 OR ILSS. NO SPACER IS REQUIRED. CARRIER (WATER MAIN) & CASING SIZES WATER MAIN 4" 6" 8" 10" 12" 14" 16" 18" 20" CASING 8" 12" 16" 20" 24" 28" 32" 36" 40. CASING / WALL THICKNESS ,188 .188 .219 ,250 .281 .344 .406 .406 ,500 JACK & BORE DETAIL NOT TO SCALE WARNING CONTRACTOR TO CALL "SUNSHINE 5T ATE ONE CALL" 1-800-432-4770 48 HOURS PRIOR TO ANY CLEARING OR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS PRELIMINARY PLANS (f) d en (0 ~ .- I- z 0:: .- N -0 .- I'- I >- t") I{) 0 Z ~ I{) I'- (0 t") Z ~ 0:: V V I{) t") ,....., . ::;) I'- m en 0 <( N .J <( 0 I'- . 0 a::: '-"Z :.J a::: X 0 en 0 <( 1= ~ -l :J 0:: I..L.. I..L.. <( LLI N Z >=' a::: Z :::::> .- 0 (f) Z 0 w 0 ~ U I .- ~ U .- Z 0 a::: I :::::> Q. ...J I{) <( 0 l- I'- 0 . a::: t") I..L.. 0 V 0 ,....., en .- a.. ~ ~ I{) 0 0:: IX) 3: LLI I'- <( LLI w '-"u Z Z W [L ~ C) u 1= Z 8: ffi w o u C) ~ z 5 ::;) en z 0 (J (J) 2 ~ - Z I"- - (f) to 2 I"- Z 3: I"") 0 II"") <( 0 I- 0::: ::J<( 0::: 00 --1 (f)- 0 <( a::: D- en wO >--.J Z _LL >- a::: (f) o .. 0 II: 0 I 0 :J ZO W u.. W<( U J OW ~m J- ~ <( a::: - I~ ---.J r- I- 0) <( I- 03= J- o ~ a::: (J) 0 <( ::) (f) W W --.J 0 S z ~ (J) .q- ~ o 0 I I t=! ::: g W (k: (k:(k: t=!t=! - I- U U (k: (k: W w a... a... a 0 w w (f) (f) > > W W (k: a:: ...- N I"') v l{') CD DATE 1-23-04 PROJECT NO. 040020.1 DRAWING NO. C-4 l r 15" ~ to X 3' 18" MIN. . 61111e,UII ( 112" .1- 5 3 \. PROPOS~;"r' SIDEWALK I. ~I POST OPTIONS: 2"x4" OR 2.5"DIAM. WOOD; 1.33LBS.jFT. MIN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPECS. OR EQUAL EXIST, GROUND 6' MAX. ,..,.., r/ x xx x >< m )< 'Xy xxx x x x / ~JI: 11111111 x : IX x'Xx><..;><}<y xx 20' ~ OPTIONAL ----: V POST <{ POSITION S:? f- a::: '- w > SILT I ... FLOW / 1111=1117) ~11I1=1I11=1I11=1111= PRINCIPLE POST POSITION, CANTED 20' TOWARD FLOW FILTER FABRIC EXIST, GROUND SILT BARRIER DETAIL NOT TO SCALE PROPERTY/ R/W LINE HANDRAIL [PROPOSED SIDEWALK - -- 5 r 0.25' - -;- 4 3 2 ._-----~~--~ ~~~---~._-~-,_._._-~----,-~-~,.I-.,----' 2 1 POOL AREA SEE ARCHITECT'S PLANS 5 3 2 1 POND BOTTOM- EL=2.80 1 POND SECTION B-B NOT TO SCALE 1 POND SECTION C-C NOT TO SCALE co I o ,- 14'-8" J [6" DIA. STEEL BOLLARDS CONe. FILLED (TYP.) ---- --------------, I. · - 1'- 1-' : - 1-- -~-------U---I -: I - I (0 I - I I _ I ~ ~~ I- : - 9 ~ ~; ~ = I - I u gCL I IJ) I _ I tn I - I. I 12' CEARANCE MIN. I · 1- I I - I I I 1- I I- I., @@ : I ~ I I I ~ I : L__ __ ~__ _____-l I GRADE x <{ :2 co <t- . - z :2 "" (2) SWING GATE- (TYP.) I DROP PIN HOLEJ~ (TYP.) PLAN , 6 :J- {: ,'I'.~ ') ('V:. , / II11 IIII U IIIUIII 6" ~ 2' GROUT TOP OF HOLE 6' LONG PRECAST CONCRETE WHEEL STOP W /HOLE TO ACCEPT #6 tI FOR A SNUG FIT 8" FROM EACH END 2-#6 tI DRIVEN THROUGH WHEEL STOP TO COMPACTED SUBBASE ~ PAVING BASE COMPACTED SUBBASE LOCATE WHEEL STOP 2-1/2' FROM EDGE OF PAVEMENT TO CENTER OF WHEEL STOP WHEEL STOP DETAIL NOT TO SCALE ALUMINUM SKIMMER - PROPOSED 30' EASEMENT POND BOTTOM EL=255 ,----- EXISTING 2,0' EASEMENT I I PLAN TOP OF EXIST.- SEAWALL EL.=3.50 1.50' TOP OF SKIMMER EL.=3.80 -\ r-- L . '" . . . . A 6" I ~:~~:!'~~T~~ffl'!'ll rUj#i 1I~11 i~ " ' EL.=2.55 J I 4" x 4" PRESSURE TREA TED MOUNTING POST SECTION A-A OUTFALL STRUCTURE DETAIL NOT TO SCALE -TIE BEAM WITH 2 -#5 REBAR CONTINUOUS 12' CLEARANCE MIN, tn .1. t ~ I ~L. - -6" L8" 8"X16" CONC. FOOTING W/2-#5 REBAR (TYP) 14" ELEVA TION DUMPSTER \ 4" THICK CONCRETE 4000 PSI. MINIMUM STRENGTH LOW SUMP (MAX 3" - 4") NON-~'DNFORCED . .,SLOPf: VARIES (o.5~ MINIMUM) .. " . \ ,... ., ".,,' ',", ,. .. I ;11--01 IIIII! IJ ~u' ;111; :!J.I;;IJJ, d. . ..' .... .',' . :-:11[';--,11 1;-IT.l1 1.;'--'11 I 1'=r,1 Il'T:11 1:..:1 ~ !-! 11-111-1 [ [-.J II-II !-III--=' I 1=---=1.1 1:-.:1 LI' ,--.., "---I --'~II ---:1 1::1 1-111-: 11'-111-1 [ r-i 11--11 [-'11 :--: I ::-'-'11 r'-'III"--"~ , 'm 'iT I =11 I :TT1= '11= =11 I I Ii ~. ' 12" STABILIZED SUBBASE (LBR 40) GENERAL Co.NCRETE PA VING No.TES' ,. ALL JOINTS AND CuRVE" EDCE o.F PA VEMENT RADII TO. HA VE BELL FOOTER (ADD 2- THICK Co.NCRETE). BEGIN 2 FT. FRo.M EDGE FOR MINIMuM 1.5' FT. mDTH Fo.o.TER Bo.TTOM 2 TO. ELlMINA TE SMALL NARROW Uf:DGE SHAPED AREAS THA T MA Y CRACK up, AN EXTRA 2 FT. A T TAPER TO. BE Af)f)ED 3. SAW JOINT SPACES: 8" THICK - 12 FT. o.C (MINJ - 3" DEPTH 5- THICK - 12 FT ac (MlN) - 1-1/2" TO. 3" DEPTH 4. NO. JOINTS SHALL BE LOCA lED IN VALLEY or INVERTED CRo.WN. 5. JOINTS SHALL INTERSECT WiTH EDGE o.F PA VEMENT AT APPRo.XIAlA TEL Y 90' e. Jo.INTS SHALL INTERSECT WITH o.THER JOINTS AT APPROXIMATl'L Y 90' 1. NO. JOINTS SHALL STOP AT AN INTERSECTIo.N WITH ANo.THER JOINT. 8. USE CuRING Co.MP()(jND AF7'ER SETUP. UNLESS o.THERWlSE APPRo.VED BY ENGINEER, CURING Co.MPOUND SHALL r:o.NFo.RM TO. THE REOUIREMENTS o.F AASHTo. DESIGNA Tlo.N M 148. TYPE D-1, 9. .KJINTS SHALL BE FlLLE/) WITH APPRo.VE/) JOINT SEALING MA TERIAL BEFORE THE PA VEMENT IS OPENE/) TO. TRAFFIC PRIOR TO. SEALING EACH JOINT SHALL BE THROuGHL Y CLEANE/) o.F ALL FORIGN MA TERIAL (INCLU/)ING ANY MEMBRANE CURING Co.MPOUN/)) 10 APPRo.VED JOINT SEALERS: A. PREFORME/) JOINT naER, uNLESS OTHERmSE APPRo.vE/) BY THE ENGINEER, PREFo.RMED Jo.lNT FILLER SHALL MEET THE REOUIREMENTS OF AASHTo. M 15.). B JOINT SEALER FOR PA vEMENT SHALL Co.NFORM TO. THE REOWREMENTS or AASHTO DESIGNATlCW /) 3406, EXCEPT THAT WHEN THE SEALER WILL BE IN Co.NTACT IMTH I-SPHAL TIC MA TERIAL IT SHALL MEET THE REOUIREMENTS o.F ASTM /) 3405. STABILIZED SuBGRADE: " THE STABILIZING SHALL BE FDOT TYPE 8. 2. IT SHALL BE THE CONTRACTo.R'S RESPONSIBILITY THA T THE FINISHED Ro.ADBED SECTION MEETS THE BEARING VALUE REOUIREMENTS. REGUARDLESS o.F THE OUANTITY o.F STABILIZING MA TERIALS NECESSARY TO. BE AD/)E/)' 3. AFTER THE MIXINC o.PERA TII)NS HA VE" BEEN COMPLETED AND REOUIREMENTS FOR BEARING VALUE. uNIFo.RMITY. AND PARTICLE SIZE HA VE BEEN SA TlSlFIED, THE STABILIZED AREA SHALL BI Co.MPACTED TO. 98~ MooIFlID PRo.CTo.R PIR AASHTO T-180. TYPICAL CONCRETE PAVING SECTION NOT TO SCALE FINISH GRADE FLUSH TO TOP OF CURB 1" RADIUS MEDIUM BROOM FINISH CONC. ~ ~ A ,illl 6" PAVING + . -- .1111 .. \ BASE \ ~..J ~11111111 ~"IIII HII A_ III~II 12" . . COMPACTED SUBBASE CONSTRUCT IN 10' LENGTHS TIE-IN LENGTHS 8' MIN.-10' MAX. VERTICAI_ CONC. CURB NOT TO SCALE NOTES: 1. WALLS a. NEW CONSTRUCTION MAXIMUM 6'-0" HIGH AND CONSTRUCTED OF CONCRETE BLOCK (8"x 8"x 16"). MATERIALS USED SHOULD BE CONSISTENT WITH THOSE USED IN THE CONSTRUCTION OF AND ARCHITECTURAL STYLE OF THE PRINCIPAL BUILDING. (SECTION 3-802 MATEF?IALS). b. EXISTING: MAXIMUM 6' -0" HIGH REPLACEMENT MATERIALS CAN BE MADE OF THE SAME MATERIALS AS LONG AS THEY ARE MADE OF APPROVED OPAQG:':: MATERIAL. 2, FOOTINGS 8"x16" CONCRETE W/2-#5 CONTINUOUS REBAR IMBEDDED. 3. CONCREi'[ SLAB MONOLITHIC, MIN. 6" THICKNESS W/IMBEDDED 6">:6"/1 OX1 0 WELDED WIRE FABRIC (W.W.F.). 3000 p.s.1. 4. CONCRETE FILLED CELLS WITH 1-#5 VERTICAL REBAR TIED TO FOOTER STEEL AT EACH CORNER AND EVERY 4' O.C. 5. GATES CONSTRUCTED OF MIN, 1-1/2" DIAMETER GALVAI\IIZED TUBULAR STEEL W/PRIVACY TYPE SLATE INSERTED IN GALVANIZED STEEL MESH FABRIC, HINGE-MOUNTED ON MIN. 3" DIAMETER GALVANIZED STEEL POST, (GATES AND POST CONSTRUCTED AND INSTALLED PER APPLICABLE BUILDING CODE BY LICENSED FENCE CONTRACTOF~.). 6 DROP PIN 1/2" DIA 18" LONG METAL ROD GATE LATCH. PF'OVIDE 3/4" DIA HOLE 6" INTO CONCRETE FOR RODS. IN ASPHALT PROVIDE A 3/4" PVC SLEEVE, 6" LONG OR EQUUAL. 7. SOIL SOIL BEARING CAPACITY TO BE AT LEAST 2,500 F'.S.F. ENCLOSURE DETAIL NOT TO SCALE VARIES (SEE PLAN) I" -I SLOPE 1/4" PER FOOT , 111-'1111/ 1111.. 4" .. .. .IIII~ MEDIUM BROOM FINISH CONC. WALK CONSTRUCT ON 10' LENGTHS TIE-IN LENGTHS OF 8' MIN.-10' MAX. PROVIDE 1/4' CONTROL JOINTS @ 5' O.C. & 1/2" BITUMINUOUS EXPANSION JOINTS @ 40' O.C. FOR 4' SIDEWALKS. 50' O.C. FOR 5" OR GREATER. FINISH GRADE TO 1" BELOW EDGE OF WALK COMPACTED FILL OR UNDISTURBED SOIL CONCRETE WALK DETAIL NOT TO SCALE PROPERTY / ' : ~ PROPOSED 5_.~~~~~0~g_.~ R/W LINE ',( 0~~~TER ,--- ~- ,--- --.~-. ~~------------'--'~'---._-'=--- - ~ f-.-----" 1.0' _ _ - - - 0.25' '. L___~-~--_ :.__r -?-~~:f~oB~N~. I~, - -~--- s" " " , "" J =III=~II~ S.S A'" ~I: 3 . " '. \, "1 1:~=lil--==m=~ ~III~m=', . _______ _._____ \ _ ~__~___'~~U1--III--III- l=--=m~'--=iJJ=-~" PROPOSED ~ l "1-111--111:=111- 2 SIDEWALK -------,--- - --~------ -- - -- - -- -_.~,~--~, -.- --,--- --- . POND BOTTOM- EL.=3.30 5 4 3 2 1 1 POND SECTION A-A NOT TO SCALE 1.5"R 12" I * FTO-25(F.D.O.T.) I 1fI~ ----;: --+- --:::. --::. ~ --= ~ ~ ---;: ~ to ..0.. /"/C SIGN RAMP 12: 1 1/2"- - PARKING BY DISABLED PERMIT ONLY RAMP .. 12: 1 5" INHITE- / ~ /6" BLUE / .. 6" BLUE\ >:; 5L&~IT' - I $255.00 FINE F.S, 318.14 ] 2 <( --l 0- W I- tn W W (/) I 12' 1 I # FTO 55 F.D.O.T.) I q I'- ( 6 .........--- /......... s' I 12' / GRADE 6"2"6" ;n~ NOTES: 1. ALL LETTERS ARE 1" SERIES "c" (F.D,O.T.) 2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED WHITE BACKGROUND WITH BLACK OPA~UE LEGEND AND BORDER. 4. SIGN FABRICATION FROM 0.063 STEEL, POST TO BE "U" TYPE FLANGED STEEL AND SET IN CONCRETE 12" x 12" x 36" DEEP TOP OF SIGN TO BE SET AT 7' HIGH. HANDICAP PARKING PAVEMENT MARKING NOT TO SCALE CONCRETE MASONRY WALL CONSTRUCTION MATERIALS CONSTRUCTION, AND QUALITY CONTROL OF MASONRY SHALL BE IN ACCORDANCE WITH UNIFORM BUILDING CODE (UBC), CHAPTER 24. GENERAL CONDITIONS AND CONSTRUCTION REQUIREMENTS SHALL BE APPLIED AS SPECIFIED IN UBC, SECTION 2404 (t). DURING GROUTED MASONRY WORK. 1, ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615, GRADE 60. VERTICAL REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM. 2. IF A SLA-B DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS (1 :6). 3, HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE DUR-O-WALL (OR EQUIVALENT) AT 16' O,C. 4. HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT CONFORMING TO ASTM C-90, WITH A Mlt .IMUM COMPRESSIVE STRENGTH OF 1,900 PSI. 5. MORTOR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C-207. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLTETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. 6, COURSE GROUT SHALL CONFORM TO ASTM C-476, WITH A MAXIMUM AGGREGATE SIZE OF 3/8" 8" TO 10" SLUMP, AND A MINIMUM COMPRESSIVE STRENGTH OF 2,500 p.s.1. AT 28 DAYS, ' 7. MINIMUM 3"x3" CLEAN-OUT HOLES (SAW-CUT) ARE REQUIRED AT THE BOTTOM COURSE OF ALL CELLS TO VERIFY GROUT PLACEMENT. CLEAN-OUTS SHALL BE SEALED AFTER MASONRY INSPECTION PROVIDED IN ACCORDANCE WITH ACI-531-4.6, AND BEFORE GROUTING 8. PRIOR TO GROUTING, THE GROUT SPACES SHALL BE CLEAN, WITH NO MORTAR PROJECTIONS GRATER THEN 1/2", MORAR DROPPLlNGS OR OTHER FOREIGN MATERIAL. ALL CELLS SHALL BE IN VERTICAL ALIGNMENT, AND SHALL SOLIDLY BE FILLED WITH COURSE GROUT AS SPECIFIED. 9 DURING PLACING, GROUT SHALL BE CONSOLIDATED WITH FLEXIBLE CABLE VIBRATOR, FIRST GROUT POUR SHALL BE STOPPED A MINIMUM OF 1-1/2" BELOW THE TOP OF THE MIDDLE BOND BEAM MASONRY. PRELIMINARY PLANS U1 ti (/) I-~~ I"') Z ~ v ~ ~ ~ ;~ .. · ~a:= --I (/) 0 :J ffi ~ ii z ~ ~ (J) Z 0 ~ Z ~ ~ ~ o ; ~~ O~OO~ z z ~~ gi (0 0 or' V or' C\I or' l""- I 10 0 l:1 z ~ai C\I .J I""- ~ Z x 0 < F I..L. < N or' a:= o 0 :: FE I :;:) 10 < l""- I"') I..L. o ",-... ~ ~ I""- < ~U w G: U F It eJ o U I "I}:) ~~ g U'l ~ 0-J ::It''l o co ~-; ~ J::! e.~ . ci =-- ~:ri ~ ., --I (j) L :J Z L o o Z 02 U '" (f) ~ ~ I~ 0..... 0:::: ::> <( 0:::: 0 0 <( (/) 0::: wO OJ >--' _u... >--gs.. o zr5 :::J w <( J OW ~(Il 6d <( 0::: I~ I- 0> <( I- o~ o v 0::: U <( (f) ~ U [EXISTING GROUND ----------- -- ---~--~--~------~--~~-~~--~-_.- 4 - - -1-;-.; -/TO~ OF BANK EL.-3.80 ___~__~~_~_________ 1----,,--- -----~-- " ~ ~ ililU~1~S.S. A'.I S'~III", - ~~m~m~ ~~ffjgJ~ ~ , , 111: ,;llJ11 j~~ LLI=-':I'k'--=III=III~j I TYJ, ,I :'-::~. :. ' '-III-~j I jl.'..'lrtg: III ~., , , I r HANDRAIL V PROPERTY rTO~ OF BANK LINE 5 EL.-3.80 .~ ~~_ '~'':'''- -r" 'r- =- _ _ _ _ _ _ GROUND _L_.~_+__.__m_~4. I -- .,!:!'~ .~-III-III= ----- " ~I -111-<7: 7 S \ S?:""'I i I JIll=IT~:.-tl 3 -,- ..':TT= .s. ~'. =m' I" _________ _, - 111=111=. ,-111=1,1 , "~111-1 =-':111=1" , , - -I II~W W~~ ll1=ll1!, II'- 2 -111-111f--III-III.-__ ____.________ L POND BOTTOM EL.=2.55 rSWING GATE (TYP,) .., f1: I ~-1-#5 @ f+ 4' CENTER rr ~ ~I f-'- GRADE J 1 L 3000 p.s.1. CONC~ SLAB -MONOLITHIC, MIN. 6" THICKNESS 6"X6"/10X10 W.W.F. ~ (j) W S Z :J (j) ~ ~ o 0 I I o I"'J I I"'J w ~ I- ~ <( I OI"'J ~ W W I (f) --3 <( ~ W o a::: a::: ~~ <( <( ~ ~ a::: a::: <( <( W W -.J -.J o U LL. LL. o 0 ~ ~ U u a::: a::: ww a.. a.. .. a a (/)ww z (/) (/) o > > (/) w w > ~ ~ w a:::~NI"'J.q-lC')<D DATE 1-26-04 PROJECT NO. 040020.1 DRAWING NO. C-5 ----CJ\~ o \\ CJ \l -- 01J 1.'{~CJ ~~~~ ';~ ~ -1...:..(, ~ "{~ ~~ '--':.( ~ SCHEDULE OF DRAY'iINGS NOTE: UTILITIES ARE GRAPHICALLY SHOV'lN BASED ON FIELD OBSERVATIONS AND CITY UTILITY HAPS AND DO NOT REPRESENT THE TRUE LOCATION. I I I I I I + CJ\~ \\ CJ \l -" 0 1J G'" ~ CJ ~a't: ~-z."{ 4 ~ '1\ {\\ "{ ~ -z. lfi) I~ -1 I~ I I + d I (60' RIGHT r V'tAT) - \ ~ ~ ~ ~ard Passage ~ e E (I) ILr A-1 A-2 A-3 A-4 SITE PLAN EXISTING CONDITIONS SITE PLAN ELEVATIONS ELEVATIONS ifa }: Icl ill Ilt l \0 I L -+-- - HANDICAP ACCESS I -t- G u I f o f 12~~J 16~rl SUN WEST PALM_~_ o I:_~OJ a~ 'Ot [~~] 16991 I I I. I~ L-1 LAND SCAPE PLAN M e X I C 0 01/2'1/04 C-O C-1 C-2 - .G- 3 C-4 C-5 COVER SHEET DEMOLITION PLAN HORIZONTAL CONTROL PLAN PAVING GRADING 4 DRAINAGE PLAN UTILITIES PLAN DETAIL SHEET HA!VfDEN D~IVE (60 ~/~ ) .1 \ 1 I \ 11 II~\ --l-' i.-:;') II \ \ (I()(U--l-(, I NOTE: CIVIL DRAY'tINGS ARE BY EAGLE CONSULTANTS INC BENCH [!8~ 8(1\ x@ 2' VALLEY GURS ~ ,.... ,.... ,.., ...- :; 50~211 AI~~~AI -\~zrn~ ~ rnlflt0 0 ~u ~W .ft~-~ =-_= ~ ___ AREA MAP - - - - -- - - - --,::,- NEll'{ 5' V'JALK I ~ (i\ ~ ~ ti\ EXPOSED AGGREGATE ~ ~ ~ f; ~ I~~~ CHAT MIXED CONC~ ~ ro """ ...... {\\ ro~~. " 1} 1\ ~ illD {\\ om 1\ -;. 1- ______ (S\ illD __1L_ N 12033145" E(M) 143.20'(P~M) CONCRETE .- APRON : SIGHT TRIANGLE PLANTING AREA 4' GONG. SIDEY'iALK "{~ ~\ -:L ~~ < <( Q.. Q C!:: < q ....... < LL. ,.... ,.... I , I ----- N 12034130" E (P) Q :; ~ ':J ,.... ,. is ~ a II ,'- i i?~5l rl SUN WEST PALMS ~2.~J 0 1,6991 Gulf of M e x i C 0 --t- 1---'\ -- 20'--- . I I I \ ~~~GLE 01, : y- l I () ~ PLANTING AREA ~ROU I I N -, NEll'{ LOll'{ PLANTER tviOUN E lslc:tN I A~X 1 <1 FT I II~ \ I Ir8 ~ I 1 ~ i IIII!~ II Ilk ~ II N 12 ~ II ~ I~ 'III~ Iz IIII~ IIII~ IIII~ II I I II ii, II I I POST LI G T II I I (TYPICAL II, I I III I ~ III I G I~ III I ~ III I 111 ~ - ---- t :g1~1~\ ~ I () ~ ()\\ :5 I Q I Y- '() '1 \) I ~ QM liI I I ~ I I I I I I I I .~ ...c :.L; ~r" , ,-., '-' ~ z r- ~ r) :.L; ~ J) ~ :::c ....... ~, :I: ~ :.L; :z:: - .-. --' "'<:.l.., 'Z ~ 1- 1fI z-\ E~ -tx C':: ~ ':J ..... ~ -,- - T - Ie) IQ t2 ----+- T I I I I I I Ie) Ie) I . 12 I I I r _1_ ~~ ~1' ~;n ~CJ -w X~ .rn(l\ ~ rrl (S; , 'AI ~ '" " PLANTING AREA SIGHT TRIANGLE LOT 1A (PLAT) ~- () 24'-0" ,--- I ~t NEll'{ LO)./\l PLANTER BALCONY LINE Clearwater Ba)Side Dr . ~g'-101/2' 00 Best Western Sea Stone Marina x ~, POOL F-,L I t:f< - r--- ~ ~ r ,-., ....... '-' < =' ....... r \ - ""'" :r; ~ =' ""'" z --' Z 1: < ~ ,-., ~ '-' ~ '-' r~ ~ Q:; 0' ~ ~ STORAGE i j ~BU'i ~. Ir, 0' Ir, BUILDING OUTLINE PLANTING AREA ~, G OUTLINE ~ ~ UP !: r--- r~ ,- STREET MAP ~ EXISTING ~ ~'< <( J... PLA~ TING ARE~ I I 18'-14" I 1 I :1 I HANDICAPFfED SIGN SEE INDEX NO. 11 Cj 10' -0" ~ PAVERS DIRECTION OF FLOll'{ "" }- ~ lL () l- I \!) It () 1f) '- ,-. x '-' - r--- ~~ ()1fI z-\ (l\z 0(1\ ~U' n1f ~~ z-< rn U' ; Co ~C ~~~ #40C! ~ , . I = I ~ I .' I 10 - .\ 'r, 0' Ir, - dJ I ~ ~ ~I 18'-0" SITE DATA .. ,~ r~ r~ ~ m ~ 1- I I (L' >- I- ~ ZONING = "C TF" USE = EXISTING MOTEL SITE AREA PROJECT AREA EXISTING POOL :13'-8" I I t to < l>- r r ~ o c: AI OJ ~ ~ .~ () , \'l .J.) ~ ~ -l/ I-l y~ If\tH -l -l o t-J U1 UJ = 14,806 SQ. FT. (0.34 AC.) = 14,806 SQ. FT. (0,34 AC.) 1 '1'-0" -<t D It () -1 LL 6 >- >[[} W[[} -l() W-l EXISTING IS 15 MOTEL UNITS PROPOSED IS 10 CONDOMINUM UNITS UNITS VARY IN SIZE FROM 2110 SQ FT TO 280'1 SQ FT ALL ARE 3 BEDROOMS EXISTING BUILDING EXISTING ASPH./CONC. EXISTING OPEN SPACE EXISTING PERVIOUS AREA () , r__ 10 -, 1 '1'-0" ~ ~ ~ ~ ,~ BALCONY LINE ~ SHEAR V'lALL .. . I \) -<t ill [[} It ill ~ <t ill -1 \) PLANTING AREA BALCONY LINE () , 10 = 0,540 S.F. = 1;253 S.F. = 1,013 S.F. = 1,013 S.F. 1 '1'-0" 24'-3 1/2" 24'-0" I .1 PROPOSED BUILDING = 1,511 S.F. (GROUND FLOOR) PROPOSED BUILDING = n,'141 S.F. (LIVING UNITS) BUILDING HEIGHT 48' FROM BASE FLOOD ELEVATION TO MID POINT OF ROOF UTILITY EASEMENT EAST SIDE OF PROTERTY PLAT BOOK 31 PAGE 16 PUBLIC RECORDS OF PINELLAS COUNTY FL. SETBACKS REQUJRED NORTH-V'JATER SIDE 15' )./\lEST -HAMDEN 10' TO 15' SOUTH-BAYSIDE DRIVE 10' TO 15' EAST-SIDE PROPERTY LINE 10' .1r~ , 4. W It 4. ~ Z I- Z 4. -l (L , ~ .~ ~ '~ ~ UILDING OUTLINE STORAGE .. ~ 26'-0" DIRECTION OF FLOll'{ oc () (1) OC <( I OC W \- ~ OC <( W --l () ~ EXISTING TIKI HUT RECYCLE AREA . I () I , 10 PROPOSED BUILDING 18' GROUND 0' BUILDING 12'-10" BUILDING 10'-0" BUILDING 10'-2" GROUND l' = 6/83'1 S.F. '" PAVERS UP , EXISTING DOCK ~ / PROPOSED ASPH.AL T 4 CURB ~ ~ PROPOSED CONC. SIDEV'lALK = 2,438 S,F. 4 DECK PROPOSED OPEN SPACE = 315'12 S.F. IMPERVIOUS AREA = 10,854 S.F. OR 13% PERVIOUS AREA = 3,5'12 S.F. OR 21% THERE IS NO ENVIRONMENTALLY UNIQUE AREAS, SPECIMEN TREES OR )./\lILDLlFE HABITAT ON THIS SITE U) L }: ..-1 z .-{ ~ }: lL II 2 ~ ~ Z U) ill 8 w ~ ~ ~ ~ ~ \J () Z ~ :J U) PLANTING AREA 30.00' ~ , PLANTING AREA PLAN TING AREA () () -=--, _1 -------------------~--.r__~-------------------______________ ~ ( ~ll ~\\ {\\f\\ y- -" ~:11 0 ~cr\'?- ~{\\ \~ '" "t, ("\ - I )"" 'i 0 --1---""---1- \ -- '{ \~~~ I ~\~ ~~~ II ~\Q >~ro ~ i I ~ I I I ET ~~~ ~r() \i)~() 1- -I... - ~ ~ S 12026146" Y"i 123.351(M) S 12034130" Y"i 123.021(P) PARKING TABULATION PROVIDED: 1.5 PARKING SPACES REQUIRED PER LIVING UNIT "{~ ~~ -:L1- CJ ~ NEll'{ LOll'{ PLANTER If\lf\ (j)C? t0~ ~~ ~~ ui~ t0~ rum BAYSIDE SUB. NO.3 ONE STORY MASONRY HOME 1 SPACES @ 12' X 1'1' (HANDICAP) 18 SPACES @ '1' x 1'1' 1'1 SPACES PROVIDED SECTION 8, TOll'{NSHIP 2'1 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA LEGAL DESCRIPTION: I SURVEY IS SUBJECT TO A TITLE SEARCH FOR EASEMENTS, RIGHTS-OF-V'{AY AND 'OTHER MATTERS OF RECORD. BASIS OF BEARINGS ARE PLAT, UNLESS OTHER~ISE STATED. NO UNDERGROUND LOCATED UNLESS SHO~N HEREON. I Ii, . J~ rr-~.ic II.~I ~~i i LOT 1 "COLUMBIA SUBDIVISION NO.5" ACCORDING TO THE PLAT THEREOF, RECdRDED IN PLAT BOOK 31, PAGE 16, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA FLOOD STATEMENT: Fl h ) 4 '0w NOTE: THIS PROJECT lI'{lLL BE CONSISTENT lI'{lTH BEACH BY DESIGN GUIDELINES INCLUDING TEXTURED lI'{ALKS STREET FURNITURE UNIQUE LIGHTING TROPICAL LANDSCAPING THEME ,: .l~~j~ ;~.~ .! i..:.', (_, eil {II; Cl ~, , .\]f.:, -; A-1 ~t0 '.Jl ~ -1~ -::. ~ \11. '--' '--' THIS LOT LIES IN FLOOD ZONE "AE" (BASE FLOOD ELEVATION: 11.00') ACCORDING TO F.E.M.A FLOOD INSURANCE RATE MAP **12103C-0102G, DATED SEPTEM BER 3, 2003, NOTE: DATA FOR THIS SITE DRAY'lING V'JAS TAKEN FROM A SURVEY DATED 12/02/'18 CARRIED OUT BY GUY D. HALE OF GUY HALE LAND SURVEYING 231 DOUGLAS ROAD SUITE 4, OLDSMAR, FLORIDA 34611, JOB NUMBER '18586 SITE PLAN SITE PLAN BAR. SCALE: 0' 101 201 I ' : , 1 ; . .. I " j , I. ! 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S ----J N --J d(1 ,:,:::::I V~~V 9NI.lNVld ~NIl.l(10 9NIGll(18 'Jt .,c 'Jt Z/l.:?l-'b~ ~9V~0.1S oc; " .~~ ~ 4- C)'i Jw ~/' ~t -- ----- 1- - ~ -\0 ~ :: ~ Nij)LU I "LUZCo~ >l1VM:JCJIS '?NO? ,v oc ~ ~ 0 ~ _-lL{0z + .. , E'U!lE'~ auolS E'as UJ alSaM lSa 8 [l] >-J=1 1 11-::1 lOOd --J J; ~ ~ '.H == ::c ~ --' J; ~ :T C ~ ~ ~ z ~ :) ~ :T1 '.H 'X ~NIl ).,NO")lV8 ~l9NVI;,u t .lH91S " ~ to I ~ ';0 ap!S1\B8 Je:aeMJE:eIO ~~.lNVld MOl M~N "O-,-I;7e: 16691 () o r'~z'J SW1Yd .lS3M Nns ~ [~'~~J ~,-- t f? g. i ~ 8- ~ ~l9NVI~.l .lH91S (.1V1d) V~ 1.0'1 V~~V 9NI.lNVld I i I .. ~.1~~,,)NO,,) J (~l;>d),02:'~~l (~)~ 1I~17It;t;o2:l ~ , lr------ i \S') fiIili [ill] f,J h,~\'L.~ ~um~~~ ~\~ \~T 1~ - - - - -~- - NO~dV -- ....J ...... r,; -~ . .--"'""--- . o -- (d) ~ IIOt;I17t;02: l N ----- I \, I r: ::r '5~ O~iX8Vl1 J 0 J I n 8 'Y.':1 ttc) t:\ \~ 11 > - ~ 8 > :N v -= )> > ~ ,,)NO"J G~XIl^i .1VH") ~.l V 9~~99V G~SOdX~ '>1lVM ,S M~N -. ~ ::; n, - r; I"' V -- -' d'tH 't3~'t r; o ::; ....J (t"tM dp l.H91~ ,09) t I I I ~I I r il I ell g~(l? ).d'11V^ ,~ 0'1 I I I H,,)N~8 [9~J ~NI S..LN~..L l(1SNO~ ~l9~~ ),,9 ~~~ S9NIM~~CI ll^l~ :~..LON .1~~HS llV .l~G NVld S~I.1IlI.1(1 NVld ~9VNIV~G ~ 9NIGV~9 9NI^Vd NVld lO~.lNO,,) lV .lNOZI~OH NVld NOI.lIlOl^i~G .l~~ HS ~~^o") S-") -1;7-") ~-")' - e:-") l-,,) 0-") 16691 r 917Zl $l~e 1:.09) 0 SW1Yd .l$3M Nns ~__~~~ 1 99Z' __.J I ,)t\()()() \ \ II ( M/~ 09) 3^I~CI N;CI~"'H ()~:()t ,,;-1/\1\ 1 \\1 ~ ~\\: ~l ~ \'S 1tt:~ "-h? C)':i~~ ~0\1.-G \kC)C),-" :;(J 'b 4. ~ ~ ~ ~~1 C) ':i "~ \'L 0 .,- \\- C) \I.- ~JC) t'O/bC:/LO o ~ I X 8 VlI l-l NVld ~dV,,)S GNVl J 0 J I n 8 ~6~sS~d pJ~~ ~ ~ \ ..- SNOI.1V^~l~ SNOI.1V^~l~ NVld ~.1IS SNOI.lIGNO") 9NI.lSIX~ NVld ~.lIS -1;7-"1 ~-v e:-v l-V 171 11) J ii ~ 'NOI.lV?Ol ~(1~.l ~H.l .lN~S~~d~~ .lON OQ QNV SdVH ^-iIlI.1(1 ^-il? QNV SNOI.lV^~~SgO Ql~ld NO G~SVg NMOHS )., llV?IHdV~9 ~~V S~I.lIlI.l(1 :~.lON S9NIM'v'~CI dO ~l(lCl~H?S NOTE: /3" 3.05 ~ SANITARY ~ MANHOLE SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA Boundary Survey UTILITIES ARE GRAPHICALLY SHOWN BASED ON FIELD OBSERVATIONS AND CITY UTILITY MAPS AND DO NOT REPRESENT THE TRUE LOCATION, x 4.01 2.94 I -( ft\I.]- I 2.')2 ;::- :5 -S :! 30.00 ' ---------; '~~ / ~() (~ (<' CLEAR~1A TER ~ LiN[ ------ HARBOR 0' 20' ~ 40' I 60' I I f- a -.I x 388 I ------ ------ ---- APPROXIMA TE LOCA TION OF SANITARY SERVICE (CITY UTILITY MAP) LJ-1 ~ Q j 398 ~LAIMfD a IV ______ IV ----- -IV ------ w <: G..J a ~I :r: x 4.51 LEGAL DESCRIPTION: LOT 1, "COLUMBIA SUBDIVISION NO, 5" ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 31, PAGE 16, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, ----- w LLJ ~ IV) 0 ::r: o' >- x 4,81 < ct: < cr:j 0 .:::J UJ UJ "'t LLJ ~ a >- O2 ~ UJ LLJ < o FLOOD ST A TEM EN T: THIS LOT LIES IN FLOOD ZONE" AE" (BASE FLOOD ELEVATION: 11,00') ACCORDING TO F,E,M,A, FLOOD INSURANCE RATE MAP #121 03C-01 02G, DATED SEPTEMBER 3, 2003, CcRT/FIELD TO: SUN WEST BEACH MOTEL x 5.21 S 81'48' 7 4" E E 2.74'(M) 1.97'(p) LEGEN D x 5.31 P.O.C. = Point of Commencement P.O.B. = Point of Beginning {OJ - Data per Descrlptlon M = Measured Data C - Calculated Data PG.(s) - Page (s) O.R. = Official Record Book P.B. - Plot Book R = Radius {:, - Delta Angle EP = Edge of Pavement R/W = Right-at-way SMH = Storm Sewer Manhole M.E.S. = Mitered End Section T.O,B, = Top at Bonk T,O.S. = Toe of Slope WM = Water Meter L/P = Light Pole F,I.R. - Found Iron Rod & Cop F,P.P. - Found Pinched Pipe F.O.P. - Found Open Pipe & Cop P.C.P. = Permanent Control Point F.C.M. = Found Concrete Monument S.I.R. = Set Iron & Cop 1/2" L.S. #4626 LB - Corporate Certlficote Number P.L.S. - Professional Land Surveyor C.S. - Concrete Slob CONC. - Concrete S/W - Sidewalk Ii - Centerline D/W - Driveway WV == Water Valve SSMH = Sanitary Sewer Manhole GV = Gate Volve FHA - Fire Hydrant Assembly - E - - Overhead Wire. - ss - - Sanitary Sewer - 'W - == Water -G-- Go. - S - == Storm Sewer UJ ----- I f:-- ~ ______ 4.62 x ---- --- 4,B4 --- ----- ~ x 0.00 = DENOTES ELEVATION NAVD 1988 BASED ON BRASS DISK LP-1S USCE 1968 GUY HALE LAND SURVEYING SURVEY IS SUBJECT TO A TITLE SEARCH FOR EASEMENTS, RIGHTS-OF-WA Y AND OTHER MA TTERS OF RECORD. BASIS OF BEARINGS ARE PLA T, UNLESS OTHERWISE STA TED. NO UNDERGROUND L OCA TED UNLESS SHOWN HEREON. JAN ~ ',\ illll" CERTlFlCA TlON: I, GUY D. HALE, THE SURVEYOR IN RESPONSIBLE CHARGE, HEREBY CERTIFY THA T THE SURVEY REPRESENTED HEREDN AND THA T SAID ABO~ GROUND SURVEY AND SKETCH ARE ACCURA TE TO THE BEST OF MY KNOWLEDGE A/'f(} BEf./EF I FURTHER CERTIFY THA T THIS SURVEY MEETS THE MINIMUM TECHNICAL. STANDARDS IN SECTION 4 .027, FLORIDA STATUTES (OR RULE CHAPTrR 61{J!7..:6.." FAC.) SURVEY VA Z SE. ED WITH AN EMBOSSEOSb4L. I ,f\JL DA TE.' 1/05/04 1110 OVERCASH DRIVE SUITe C DUNEDIN, FLORIDA .14698 (727) 7.14-4266 FAX (727) 7.14-.1228 NOTE: /37> 3,05 ~ SANITARY ~ MANHOLE SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA Boundary Survey UTILITIES ARE GRAPHICALLY SHOWN BASED ON FIELD OBSERVA TIONS AND CITY UTILITY MAPS AND DO NOT REPRESENT THE TRUE LOCATION, x 4,01 294 I I -( f-ALJ- I 3(1,00' ~ '~~ / ~O (~ ~ CLEARWA TER ~UN[ ------ HARBOR 01 201 ~ 401 601 I x 3,B8 I ------ ------ -- APPROXIMA TE LOCA TION OF SANITARY SERVICE (CITY UTILITY MAP) Lu ~ Q j 3,98 -!!!..ELA/MED a IV ______ IV ----- -IV ------ IV x 4,51 LEGAL DESCRIPTION: LOT 1, "COLUMBIA SUBDIVISION NO, 5" ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 31, PAGE: '16, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. ----- IV L.J ~ IV) 0 ::r: o' >- x 4,81 < Cl::' < cr.i 0 .::::J U) U) <:( L.J ~ a >- O2 ~ U) L.J < o FLOOD STATEMENT: THIS LOT LIES IN FLOOD ZONE "AE" (BASE FLOOD ELEVATION: 11,00') ACCORDING TO F.E,M,A. FLOOD INSURANCE RATE MAP #121 03C-01 02G, DATED SEPTEMBER 3, 2003, CERT/FIELD TO: SUN WEST BEACH MOTEl... ; n-)~; , ',I . ,~\r-- : 1',1 , ILJ Uj MAh'''' .;'~i; ,'" j >-'-1' l ~::---,--:---_._,_.....__ f . J\i~NIr-.(.. :', 1'\',' ," ',' . ",";, f', -. ...,. t'......... . c ". l\..l" ., CllY OF CL!: MlNr\" ['r~ .... '"' ... x 5,21 , S 8 1.48' 7 4" f f 2,74'(M) 1.97'(p) LEGEN D f-- ~ _______ 4,62 x -STORM MANHOLE P,O,C. = Point of Commencement P,0.8, ~ Point of 8eglnnlng {OJ - Data per Descrlpflon M - Measured Data C - Calculated Data PG,(s) - Page (s) O,R, = Official Record Book P,B. - Plot Book R = RadiUS (:, - Delta Angle EP = Edge of Pavement R/W = Right-of-way SMH = Storm Sewer Manhole M.E.S. = Mitered End Section T,0,8. = Top of Bonk T,O.S, - Toe of Slope WM = Water Meter L/P = Light Pole F.I.R. = Found Iron Rod & Cop F,P.P. - Found Pinched Pipe F.O.P. ~ Found Open Pipe & Cop P,C,P. - Permanent Control Point F,C.M. ... Found Concrete Monument S,I.R, = Set Iron & Cop 1/2" L.S, J!f4626 L8 - Corporate Certificate Number P,L.S, ~ Professional Land Surveyor C.S, - Concrete Slob CONC, = Concrete S/W - Sidewalk Ii. - Centerline D/W - Driveway WV = Water Valve SSMH = Sanitary Sewer Manhole GV - Gate Valve FHA - Fire Hydrant Assembly - E - ~ Overhead Wires - SS - "" Sanitary Sewer - 'W -= Water -G--Gos - S - = Storm Sewer x 5,31 I ----- ---- ------ 4,84 ---- ------ ~ x 0,00 = DENOTES ELEVATION NAVD 1988 BASED ON 8RASS DISK LP-15 USCE 1968 GUY HALE LAND SURVEYING SURVEY IS SUBJECT TO A TITLE SEARCH FOR EASEMENTS, RIGH T5- OF - WA Y AND 0 THER MA TTERS OF RECORD, BASIS OF BEARINGS ARE PLA T, UNLESS OTHERWISE STA TED. NO UNDERGROUND L OCA TED UNLESS SHOWN HEREON CERTlFlCA TlON: I, GUY D. HALE, THE SURVEYOR IN RESPONSIBLE CHARGE, HEREBY CERTIFY THA T THE SURVEY REPRESENTED HEREON AND THA T SAID ABOl-f GROUND SURVEY AND SKETCH ARE ACCURA TE TO THE BEST OF MY KNOWLEDGE AND BELIEF I FURTHER CERTIFY THA T THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS IN SECTION 4 .027, FLORIDA STAT1 TES (OR RULE CHAPTER 61GI7-6,.., FAC.) SURVEY VA 'L Sf:. ED WITH AN EMBOSSED SEAL 1,f\JL DA TE: 1/05/04 1110 OVERCASH DRIVE SUITe C DUNEDIN, FLORIDA 34698 (727) 7.14-4266 FAX (727) 7.14-3228 NOTE: /3" 3.05 w SANITARY ~ MANHOLE SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA Boundary Survey UTILITIES ARE GRAPHICALLY SHOWN BASED ON FIELD OBSERVATIONS AND CITY UTILITY MAPS AND DO NOT REPRESENT THE TRUE LOCATION, . 4,01 2,94 I -{ fM.]- I 2.')2 I ;s 30.00' ~ '~~ / ~() (~ <:' CLEAR V\lA TER ~ LiN[ ----- HARBOR 0/ 20/ ~ 40/ I 60/ I 1% I- o --J x 3,88 I ----- ----- -- APPROXIMA TE LOCA TION OF SANITARY SERVICE (CITY UTILITY MAP) 0.J ~ Q j 3,98 ~LAIMEO a IV _________ IV --------- ----- IV --------- IV LEGAL DESCRIPTION: x 4,51 LeT 1, "COLUMBI/.. S'J8DIVISION :\10, 5" /6,CCClRDING T:::> THE PLAT THEREOF, RECORDED IN PLAT BOOK 31, PAGE 16, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. --------- w L...i ~ IV) 0 ::r: o >- x 4,B1 < Q' < cd 0 ~ U) U) <( L...i ~ a >- {0 Q' /- ;;: ~ U) L...i < o FLOOD STATEMENT: THIS LOT LIES IN FLOOD ZONE "AE" (BASE FLOOD ELEVATION: 11,00') ACCORDING TO F.E,M.A, FLOOD INSURANCE RATE MAP #121 03C-01 02G, DATED SEPTEMBER 3, 2003, CERT/F/ELD TO: SUN WEST BEACH MOTEL . 5,21 S 8 1 . 48' 1 4 I, f f 2.14'(M) 1.97'(p) LEGEND I 2' ~/DE (50' ___.433 0 RI V[ RIGHT OF ~_________ 4.43 t>OSTI/VG WA Y) ------ ALONG C/ANITARY N TERUNE SEWER ___ x 5,31 f-- ~ _______ 4,62 . P.O,C, = Point of Commencement P,O.B. = Point of Beginning {D} - Data per Description M = Measured Data C - Calculated Data PG,(s) - Page (s) O,R, = Official Record Book P.B. = Plat Book R = Radius /:, - Delta Angle EP = Edge of Pavement R/W = Right-of-way SMH = Storm Sewer Manhole M.E.S. = Mitered End Section T.O,S. = Tap of Bank T.O.S. - Toe of Slape WM = Water Meter L/P = Light Pale F.I.R. = Found Iran Rod & Cap F.P.P. - Found Pinched Pipe F,O.P. - Found Open Pipe & Cap P,C.P. = Permanent Control Point F.C.M. .... Found Concrete Monument S,I.R, = Set Iran & Cap 1/2" LS. #4626 LB - Corporate Certificate Number P.L.S. = Professional Land Surveyor C.S. - Concrete Slab CONC. - Concrete S/W - Sidewalk II - Centenlne D/W - Driveway 'NY = Water Valve SSMH = Sanitary Sewer Manhole GV - Gote Valve FHA - Fire Hydrant Assembly - E - = Overhead Wires - SS -:::lJ Sanitary Sewer - W -= Water - G - - Gas - S - = Storm Sewer w --------- --- 4,B4 -- ----- ~ x 0,00 = DENOTES ELEVA liON NA \ID 198B BASED ON BRASS DISK LP-15 USCE 1968 GUY HALE LAND SURVEYING SURVEY IS SUBJECT TO A TITLE SEARCH FOR EASEMENTS, RIGHTS-OF-WA Y AND OTHER MA TTERS OF RECORD. BASIS OF BEARINGS ARE PLA T, UNLESS OTHERWISE STA TED. NO UNDERGROUND L OCA TED UNLESS SHOWN HEREON. CERllFlCA llON: I, GUY 0 HALE, THE SURVEYOR IN RESPONSIBLE CHARGE, HEREBY CERTIFYII:iA T THE SURVEY REPRESENTED HEREON AND THA T SAID ABOllE' GROUND SlfRVfy'-AND SKETCH ARE ACCURA TE TO THE BEST OF MY KNOMEDGE AND BEUEF I FURTHER CERTIFY THA T THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS IN _ ~ SECTION 4 .021, FLORIDA STAr, TES (OR RULE CHAPTER 61G17-6,.., FA.C.) SURVEY VA 'L SF. ED WITH AN EMBOSSED SEAL I-AL DA TE: 1/05/04 1110 OVERCASH DRIVE SUITC C DUNEDIN, FLORIDA 34698 (727) 734-4266 FAX (727) 734-3228 NOTE: UTILITIES ARE GRAPHIGALL Y SHOY'iN BASED ON FIELD OBSERVATIONS AND GITY UTILITY MAPS AND DO NOT REPRESENT THE TRUE LOCATION, \~ (\~C)~ .-- \:'j, ~~_~C) c7--~ 3';\~1. C~ ~ ==t~ ~ "t'& ~1-) '-':(, ~ C)\~ -n C) \\ .... \:' -1\ ~:: "!\ a ~C)~ ~"1-~ ~ ~ "t ~ "t- I~ I~ -1 I~ HAMDeN DRive (60 fiV~) I 1 (60' RIGHT 9F ~t) I fa I }: I ~ I I ~ I l 1 \Q I I L I +--+ HANDICAP ACCESS I ~ + 4(J~ jE~ ~'rll.' i {\;i~~/. 6LE PLANTING AREA -j ~ -+ ~- 0 II:. : ; \\ / / I 0 ~ // I I ~ / / \ I ,. 1,",,1 // \ I I: I~i./ [ I q OJ \ I Ii ~ I , Iii I: I~ ~ ..' III! I~,~ , l~rn II ~ b~ ~ I en: HANDICAPPED SIGN II l~\ in.1 SEE INDEX NO. 11'1 ~ ~ N! 10'-0" _ 1/ 1 II ~I -- ( !II 1111 :~ I ELEVk ~~IL . 1~'-O" ~l II I I~ PLANTING I ~ AREA II I I TRASHI !,tttL.....- . . += ...~ Irr~ ," <(J ... 10'-2 1/2,,1: ~ I I I: I! \D II Ii I i III' I il ~ IIII ,I ~I / n ' .. II !I.J~I -- ~ II j ,J~I - "'" ~ . '! \ PLANTING AREA 9. PLANTING AREA I I, i ~----- \ ------------_______.1.>--_________________________________---- 0 -.r> --.. :~ - \. .-- "i\ i~ LJ~ U ~ u Y'iOOD FENt:.E~ u U 0 n 0 ~ C) ~ I ~ 7- \ I 5 12026'46" ~ 123.35'(M) ~ ~ \\'I'i <( I 81 ~ () ~ NEV'< LOI^! PLANTER \ ~ ~ 5 12034'30" ~ 123.02'(P) ~ ~ I \'; cl I I 1 \ ~~ ~'1.Q \\'c ~~, O\i\\ 1 '% ~ I I ::\ \fl \fl BAYSIDE SUB. NO. 3 ~ ;. ~ ~ Q -L~I ~->-\ \1\ \:ll \:ll ONE STORY MASONRY HOME ~ "t <l' \ ~ \ 7'" 1 ~ 1 SECTION B, TOI^INSHIP 2"lSOUTH. RANGE 15 EAST, PINELLAS COUNlY, FLORIDA ,~1> I f'\\ ~ I I ~ N\_ ~~~ I ~ - ....... \J" [ LEGAL DESCRIPTION: v \l ul ~ '-> "!\ n\ I I ~ -+; LOT 1 "GOLUMBIA SUBDIVISION NO, 5" ACCORDING TO THE PLAT THEREOF, ~ ~ RECO'RDED IN PLAT BOOK 31, PAGE 16, PUBLlG RECORDS OF PINELLAS -\ r I rn rn COUNTY, FLORIDA. I \ FLOOD STATEMENT: I ; ~ THIS LOT LIES IN FLOOD ZONE "AE" (BASE FLOOD ELEVATION: 11.00') I I -1 ~ ACCORDING TO F.E.M.A, FLOOD INSURANGE RATE MAP #12103G-0102G, I 1i I DATED SEPTEMBER 3,2003, I '- '- SITE PLAN I ~ I I 1- I~ ~<J\ xrrl ------- .----- NE~ LO~ PLANTER - ,~~ i ~...I ,_'n.. _ ,.,_ ,_, , .. ~ 1'1'-lOv2"~ U ~ '-7 ~ Up. ---; ~ , ~ ~ - -------_..---- ~i . ,,' --.-, J -.-. -----.----f '-- ~I I ~- ------------1 i i I POOL () I i- N i i i~ ..-... PLANTING AREA 4~ PAVERS -- / rSHEAR I^IALL B~ """' ~ / .-1 o U) ~ Ii I(} d\ ~~ Olfl z-\ <J\z lL (\<J\ () ~lfl ~~ ~ r~ \!) ffi-< - ~ ~ 10 '- [j ~]~l:~ ,u=~u'~.=-=, ~1,i.i'IIIIII~1 , 1 E I, --.z; o O-'k c~ ~~_.~ .' ..... ~ I. ""-- 1~ ~ 9 i- 0- , (() I ~ , ; ( : ~ "=== 1B'-0" ~ I 0- = rn j'~F- '- lL ?= o I ~ 1'1'-0" i LU I F=~=={ ! ~ r =I-d I =0) r!'" ! .t:. U ,_.,~.:! EXISTING '-. ~ ' - \ < r- r ~ (\ C ~ OJ III > Ii C\ 'Ill C\ \J) ~ Ul N ..- I .--.i ~! I ____,__ . __. _ .__. __._______ _ _ ______ t I ~ !i 24'-3 1/2" ~ I. ~. _.__1 I IBil ~I . --,_.,--, ,-------- . -,,-, ---..- ~ # ~ () ..1) F' , v-- BAL0::::>NY LINE L F'/ LU , =~-f t <( ~ F' 8-1' ! =~ ~ "== a Ei S 9 0- ..- , 1'1'-0" 1/ / ~/'C~ lr--- ~ 1/ i"'.1 .,' t 'lSHEAR I^lALL L 'I 24'-0" 11111111, 111111 """' "II'" "' L ! all f/ ~__ m I NE~SPA1;: · to '..~ I~~ ~ PAVERS ~ r EXISTING / DOCK 26'-0" PAVERS " ..___ __ ., ,__ .. n.. ;If EXISTING TIKI HUT REG YCLE AREA () I 0- UP ,__,_ _, __--' '--.' n._on STORAGE ~~ "- BALCONY LINE I:, '" ........ _,;I<,' PLANTING AREA 30.00' "t~ \~ C)':t ~ 0-' \ \ SURVEY IS SUBJEC,T TO A TITLE SEARC,H FOR EAsEMENTS, RIGHTS-OF-V'iAY AND 'OTHER MATTERS OF REc'oRD. BASIS OF BEARINGS ARE PLAT, UNLESS OTHER~ISE STATED. NO UNDERGROUND LOC,A TED UNLESS SHO~N HEREON. 1 \ S.AR SCALE: 0' 10' 20' 1001 l SGale: 1" = 10 ft 40' I 601 I 801 I SCHEDULE OF DR~INGS - ~ a.. ~ ~ ~ ~ard Passage 125;{ (699,> SUN WEST PALMS ~" (60) ..8~~ 12451 (699) ~' i ._-.' l',___ f; i r -.-~-es! I!.'I~ ,Bi, I ;'!' i i8 /,/ ~/..: ,~ . i I II" $!'" --.__n_," , '__n '--. 12~f=I~55Jrl"SUN WEsT PALMS ... ,..Ll,. "II .--~ f.,699) ! :' L ..,_ iTj, I i ,ere-arWate'i : Bays ide . 6:" ". , \" , ....". \ 1_..../ ]1 '.-(!) ."" " " 8 est Weste rn , ',.1' i Sea Stone. ", Marina A-1 A-2 A-3 A-4 SITE PLAN EXISTING GONDITIONS SITE PLAN ELEVATIONS ELEVATIONS ~ ~ ~ ~ ~ ~ ~ <..<l' /~~~ ~ ~ ~ ~ ~2~~~ ~ ~ 4'CONC,SIDEJI'lALK "t )r' ~(\ -\C?Z , f-------I-- ----1-"-- , --- --. .--, -.----......~ 12033145" E(M) 1~3.~,Q~~4M)----~~2_~.~~?'?___~ (PL..__ -,u_':r-'c- _ _ _ _ _ _ _ : CON GRETE j I I i \1 ~ 1,:1 APRON i PLANTING AREA ~.:: ~ ~ 24'-0" ~ II, ~~ ~ -L;;i . .... ~ NE~LOI^!PL:TER E~7NY ~ ,,-~ - - - - - I ~ POOL ! ~ <J\ ~ I Ie' fiLl t:R : mC;\ ~ .~., . ....,__ .,._.i STORAGE PLANTI~G b.'.r 11 " AREA ~ ~ EXISTING ~ TIKI HUT ~ ~ ~);: J' q;~ ~/ ~/ }~ U)tH -1 -1 o tJ U1 ~ - - -,- - YO LOT1A(PLAT) 10 i . ~g --1- I I I I I I Ib 10 I . 12 I I I r. 'I - _1_ L-1 LAND 5GAPE PLAN 2' VALLEY CUR.B 'l5 e 1: U] ILl G u If.' 0 f M e X I,C 0 , "-. AREA MAP I I ICJ I() I~ Ir I~ I I I I I I I I I I I I I I I I I I I I I I I I I :,' ':~ 11831 G u ," I f 0 f M e x i C 0 STREET MAP SITE DATA ZONING = "CTF" USE = EXISTING MOTEL SITE AREA PROJEG T AREA = 14,B06 SQ. FT, (0,34 AG.) = 14,B06 SQ. FT, (0.34 AG.) EXISTING IS 15 MOTEL UNITS PROPOSED IS 10 CONDOMINUM UNITS Ii o lO Ii <( J: Ii ~ ~ Ii US ~ \) EXISTING BUILDING EXISTING ASPH./CONC, EXISTING OPEN SPAGE EXISTING PERVIOUS AREA PROPOSED BUILDING PROPOSED BUILDING PROPOSED ASPHALT 4 GURB PROPOSED GONG. SIDEI^lALI<. 4 DEGK PROPOSED OPEN SPAGE IMPERVIOUS AREA PERVIOUS AREA PARKING TABULATION 1,5 PARKING SPACES REQUIRED PER LIVING UN IT PROVIDED: 1 SPAGES @ 12' x 1'1' (HANDIGAP) 1B SPACES @ '1' x 1'1' 1'1 SPACES PROVIDED NOTE: DATA FOR THIS SITE DRA.V'iING V\AS TAKEN FROM A SURVEY DATED 12/02/'18 CARRIED OUT BY GUY D. HALE OF GUY HALE LAND SURVEYING 231 DOUGLAS ROAD SUITE 4, OLDSMAR., FLORIDA 34611. JOB NUMBER '1B586 = 6,540 S.F. :: 1,253 S.F. = 1,013 S.F. = 1,013 S.F. = 1,511 S.F. (GROUND FLOOR) = 11,'141 S,F. (LIVING UNITS) = 6,B3Q S.F. = 2,438 S.f. = 3,5'12 S,F. = 10,B54S.F, OR 13% = 3,5'12 S.F. OR 21% SITE PLAN 01/2'1/04 JA Y F. MYERS 4959 - -~-.~L\~-()()()~~l-U- I E 0 -< -< ~ E ~ 0 0 - C!: u ..... ~ 0 0 = ..J >< ~ .- @J ~ uS ..r:: ..J 2 0 ~ <;I) ;;J Z ~ 0 - >--. ~ ~ E [.l:l r./) ~ CO ('1") [.l:l E- - ~ 00 ~ r./) - 0 r-- ~ , -< lr'J ~ 0 0'\ lr'J d c:: , E- r-- N r./) r-- 0 C!: >< 00 ~ ~ ::r: ~ ~ -< ~ 0 8 - 0 r-- ! r-- , ....... lr'J 0'\ 0'\ lr'J I ~ r-- <(, 1U [Q. oc' i <( 1U -1 \) to L }:--1 z <( ~ }: 0- oc 8 l- ~ z to lU 8 lU ~ i ~ ~ :) U- () Z ~ ..-~ to A-1 OF A-? NOTE: UTILITIES ARE GRAPHIGALL Y SHO~N BASED ON FIELD OBSERVATIONS AND GITY UTILITY MAPS AND DO NOT REPRESENT THE TRUE LOGATION, I~ I }: Id I I~ I l I ( i L L t--+ I + IF~ ~I ~--t I \ \ ~ ~~ OU\ z-t G\Z (\G\ ~U\ ~~ Z-< m U\ ~ ~ LL () l- :r: \I) - It () L{) '- ~ Ii () 11\ '-' w > Ii n w n to ~ m \ ~~ l~ ":I:-1. CJ ~ \ SURVEY IS SUBJEGT TO A TITLE SEARCH FOR EASEMENTS, RI6HTS-OF-V'iAY AND 'OTHER MATTERS OF RECORD. BASIS OF BEARIN6S ARE PLAT, UNLESS OTHERV'tISE STATED. NO UNDER6ROUND LOGA TED UNLESS SHOV'tN HEREON. I \ UJ(i\ ~n\ HAMDE:N I I t I~ lfa I~ -J I I~ I I D~IVE: (60 ~/~ ) I -t (60' RIGHT 4F Y'tAt) ----CJ'~ (\ ""'" CJ -"\\ - (\13 :t~~CJ G't--y., 3:=\<t't c~ ~ :( ~ ~ ~'& "11 '-":.( ~ C),,, ""'" C) 1 -->(\ G':; ~ CJ ~aD ~-z.~ ~ ~ 1\ ~I 1. \ }: -z- +--- 5()~~111 ~:""7i:i~ -t~zm, I mU\w ~ ~U\:; ~ 4' GONG. SIDEY'iALK ~ I - - ~ ~~ Ir~ ~~~ ~ ~'" ~ illD ~ ~ I ~~"i ASPHALT PARKING ~ 13 ~" rIIil illO m tS' Ll!lJ _ _ .-SL _ _ _ _ N 12033145" E(tvr) 123.201(P4tvr) N 1203430llE (P) 1~ ,"1- (\ --- 0--- I I J ;2Q'-.-r----;- "i\ T /' I (\ SI0H ,/ I ~ TRIAN~~E : i-- 21.21 ~..j-~ - -"..,!.'- - - -- - , <D ,,' C'N /// , , , , , , ~ L '- N w < )- r r ~ (\ c: ~ OJ 1 .01 :..J-- - --L.: I I I II I III I ~I III : ~I 11\ ~I ~ II \i'Q \-t - --L.:. =31~1~\ I () ~ 0""'" lell ~ 'o'l I ~ Q~ I: ~ I I I I I / I ~ ~ ~ U\ I c: 11 11 r m ~ ~ el 8 c: ~ -; ~ / / / U\U\ C?C? ~~ o~ ~C? ~- - ~ \J\~ ~= mm ~~ , ~ ..n~ -1 _ - ..--... ::UI '--' '--' --------~ z \!) \0 I I I ---------------- I 9' ---- \ ~-l f~=~ 9/ ~ /, .6// / /' // // \ /: // // / - / / / // / // / -/ // / \,' I / / / / / / / / \,1 //// // /// ,/ /// // /// / / // // // / /m \/ i // // // / // / /' / / / / //; 1\: / / / / / / / /~ / / / / / I /// // // /// ///// ,/ //' /// / /// / Fr~5~' // / \ i / // /' / / / / // / / I \1 /// / 1~:2'// // // .// ,// //// ,/ A2.v' // /_--J // / , / / / / / / ,/ . --- . --- I " / ", /// // // // /// ----_ _---- I '",/ / /' / / _--~--_ I // ,//', / // / / / _-- --__ 1 / // " /' /' / /, --:.----,---------~ / '/ // // / II ////////1/1 / / / / / // I II / / / ,\ /1 / / / / / // ,1 II ///' // ////// /// / \ / ! / / / / I r / / // --1// / \ ! : / ///~/// //.. \ / i ////() -/1 II // // /~//. '/' \ !: / /.L. / \ /1 / // / I I I / / / /}- / / // I I I / // / .' / / / / \ I I // /// // (\/ / // ~/ I\!: , / // /lL / /11~ \, I / / Z /. \ / , / // / / / II I I I / // / /()/ // Z 0' \ ! I // // / ~ / /~/'_ II! / ///"'1...//'/ /1 / / .' ~ / / /\ r- / / .L. / / / '\ /// /}-/ //. / ! \ r-/. // // / / I \ / /// // /li / /// / \ / / / () / , I / / /1--/ 1\ /'/// ///' /// 0)/ // / // / \ ////W/ / ,\ / / / / / I \ /. /Z /, 1l"'\1 / .// / / /:: I" \ : - /' / //() /./ ! () \ : / / / I Z I I / / / / I (\ I I NEI^I SPA W ,///'/.// /.//./////'. / ~;U \i ~ (\ / / / ,- / / II ' / / / / I I / . / / / / / / I II / //~'/////'/' /// I I: 1 //'~/////// / )//~ / / X(/ ///;/ / / // ./ // ///// /////;jf/ V///// // // / /,,/.:; / / / ' / / / // ~ ~ 2.9V /,,/ // / / / / ..,~ . j ///// ////// /// - .:/ ././ .// //// / / /' ~// / / /// / / / / /// . ~fi?' / ~~5?24~// // // // / //' > / / 46'.4' GONGRETE ----- ----------------~~~~~~~NGR~fE--- ------- $ f ~"( ~ // ) . / // // // / / / ./ ,/ A,/// // ,)./ ./ // J.1n / , /". ' }//ir/ / ./ 8 z (\ ~ ~ / / / // / / ~ /' ,,/ / / / / / / / / / / / / / / // / / / // // /' / /// / // // / / / / / /' / / / / / '/ / / / // // / / / , , / / / //,-/ ,// / / / , / / / / / / / / / / / / IT" . / \J // / / /() / // .' ~ / / 'I / . /# / / / / / , .' () // ,/ // ~ / // EXISTING POOL 1) () () r ~ () 'J el T11 (\ 7\ - 5 12026'46" ~ 123.351(tvr) () S 12034130" ~ 123.021(P) I ~ ~ \ ;t I --> ~::\ I \S''it-~:; ~~ fi\l'" <t (\ --L.: I 1,(\\"1 :.( \) I \~~ II ~ C) I () \) .~~, ] I I I I \J\ 'Q SECTION 8, TOI^INSHIP 2'1 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA LEGAL DESGRIPT~ON: LOT 1 "COLUMBIA SUBDIVISION NO.5" ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 31, PAGE 16, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, FLOOD STATEMENT: THIS LOT LIES IN FLOOD ZONE "AE" (BASE FLOOD ELEVATION: 11.00') AGGORDING TO F,E.M,A, FLOOD INSURANCE RATE MAP #12103C-0102G, DATED SEPTEMBER 3,2003. EXISTING CONDITIONS SITE PLAN Scale: 1" = 10 ft tf\ -1 -1 o OJ ~ OJ () m ~ ~ ..1\ , ~ ~ :r '- 4' GONG. SIDEY'iALK o \--- ,,@ ~t ~1\ ~;n ~CJ -~ ~ = tf\ -1 -1 tJ ~ ~ g () 'J = () m ~ ~ ~ tv -t () I . ;u () ~ ~ z 1) G\ '- ~~ \S'~ \~% c.r-\ \-> ~\~ lQ 'r 2' VALLEY GURS -@ ~\5' 1\ ~~ ------ -~- - ~- I() IQ ~9 --------+- ~ I I I I LOT 1A (PLAT) ~ ~ ~ ~ - () I r- 0- I I() Ie) I . 12 I 1 I t __1_ (\ r rn )> }J ~ m }J I )> }J OJ () }J LEGEND P,O,C. P.O.B, (D) (M) (C) PG.(s) O.R. P.B, R /':;. EP R/V'l SMH M.E,S, T.O,B, T.O.s, V'lM LIP II I I II I I II k I ~ OJ () II pi'~lcO I z := II I I ~I-- III ; ~ IIII~~~ I ~ 06 II 13;1 ffi ~ cO 1) N ~ III~ I It- ~ -t r- III~I IZ III~ 10'-2 1/2~,1 1~:4' // / \---~ , / / \ / '/ \ / / / / \ / / / \ / " / /- \ / / /' // // ./ 9/ \/ // / / / / / /\[) / / / // / ,/ / .- / \ / // . // / /~ /// / /\// / ////// - /11//// / \ /// / . / \IY / / \ / / ({)//~//. / \ / / / if . (:?/ / / / / / /.,/ / 4. / / / // / // /// // // //,,/ // / / ./ // /// // // / / / //' /// /// ./// / / / // // / / // / //4 .1' '<0 I !~. I . - -L.j . \ 1// I I I I \ I I I I I \ ! \ I \ I \ I I I I I \ I \ I \/ 1/ I II J \ I I / I I \ I \ I \ , \ I \ I I I I I \ I \ I I , I \ I \ I \ II I \11 I \1\ I \11 _____JI 1\ 1\ I I I I I \ I I I \ I \ 2 i \ () I \ I /' () I I I H I I' 'J' \ / I \1 'J I I' m: II (\ I '\ 7\ I 1\ I 1\ I '\ , I \ I I I I I \ I I I I / \ I I \ / / I I I / .- I I I. / // I I \. I I \ // I I I / II \ ,/ II 1/ II \ II \ II I I' I 111) IG\ ~ r 8 ~~ n\r~ ~ ;u ~ I I I I\J I() I~ Ir I~ I I I I I I I I I I I -----~.1 -------- -....- I I I I I I I I I I I I I = Point of Commene-ement = Point of Beginning = Data per Dese-ription = Measured Data = Calc.ulated Data = Page (s) = Offie-ial Rec.ord Book = Plat Book = Radius = Delta Angle = Edge of Pavement = Right-of-way = storm Sewer ManhOle = Mitered End Sec.tion = Top of Bank = Toe of Slope = J.^Iater Meter = Light Pole ~ 1.\5' \\ ~~ F.I.R. = Found Iron Rod If Cap FP,P. = Found Pine-hed Pipe F.OP, = Found Open Pipe If cap P,C.P, = Permanent Control Point F.C.M. = Found Cone-rete Monument S.I.R. = Set Iron If cap 1/2" L.S, #4626 LB = Corporate Certific.ate Number P.L.S. = Professional Land Surveyor c.s. = Cone-rete Slab CONC. = Cone-rete S/V'l = Sidewalk ct. = Centerline D/V'l = Driveway V'lV = V'later Valve SSMH = sanitary Sewer Manhole GV = Gate Valve FHA = Fire Hydrant Assembly -- . = Overhead V'li res - - -- = Sanitary Sewer - - - = V'later - _.. - = Gas - - - = Storm Sewer 0.00 = DENOTES ELEVATION NAVD 1'1BB BASED ON BRASS DISK LP-15 USCE 1'16B NOTE: DATA FOR THIS SITE DRAI^IING I^IAS TAKEN FROM A SURVEY DATED 12/02/'18 CARRIED OUT BY GUY D, HALE OF GUY HALE LAND SURVEYING 231 DOUGLAS ROAD SUITE 4, OLDSMAR, FLORIDA 34611. JOB NUMBER '18586 SITE PLAN 01/13/04 JAY F. ~JYERS -1-959 II iU .0003-1-61 , --------_________l__ ---[1)--- ~OOD FE ET ~~~ ~r() fi1~() ':{ '"" - BAYS/DE SUB. NO. 3 ~ ONE STORY MASONRY HOME E 0 -< <r:: u E =- 0 0 - cG u ...... :s 0 il) :::: ...J :>< -< u.. ,- @J ~ wi ..c ...J 2 0 C'j Vl ~ Z "- Q) - >--. ~ ~ E UJ r:/) ~ CO ~ UJ f- - 00 :J ~ r:/) - 0 r-- ~ I <r:: If'j ~ 0 0', tr, d cG I f- r-- N [j) r-- 0 cG >< :J ~ :r: <r: ~ ~ :.r.. <r:: ~ 0 8 - 0 r-- ~ r-- , - ~ 0\ If'1 I r-- ~ N r-- "'.Jt:" k <( . D ~ ' ~~g .~- ~~ lJ G " .<( lU rn ~ ~ ~ <( lU -J \) \f) L }: -1 <( lU Z > }: lL ~ () l- D D z z tJ) lU () D \) W }: I- ~ <( Z :t :::) 0- 0 Z ~ ~ :J tJ) A-1 OF A-? 9 ~ ~ ------- ~T~dl~61 slJJ ~JT ~ ~dJF I I I I I I I I I I I I I I I I ~ I I I r I I I I I I I I I I I I I I I I I I I I .V'" ~ -- PAINTED ALLJM RAIL OPEN PLANTER i !bB BOX : IT'Tl - ~ - OPEN I PLANTER I ftJI I l::l.I"'"'lX - I I I T I 1 I r ME -AL I I 1 OPEN I AV'{NIN6S / : i / I i i I I i : I - It - I I I I I I I I \ I I I OPEN I I I I \ ! \ - 1--- - I - "- PAINTED STUc,c,o - ON BL.OC.K --- I OPEN I ----. I I I 01/2Cf/04 JA Y F. MYERS 4959 - # AA -0003461 1 I I FLOOD PLAIN ------ 11'-0" E o < < Co! =- a 8 ~ .8 ~ ~ .~ @J ~ ~ ] ;;;J z ~ ~ ~ ~ 8 ; ~ t' ~ ~ ' ~ ~ ; 00 ::J ...... ~ ~ it ~ 0 ~ o t' ~ ~ ~ ~ I t' N t' ~EST ELEVATION Sc,ale: VB" = 1'-0" ~nr- -rlT~ ""'" ~-- - ~/ ' ~"~ - - -- - -~ PLANTER .... " SOX~ /' ,~ - :.... .wJ- ~- := - .a-- - .-- -= -1_- - .- .- - - .JIV .........---. - - '"'"'1- -I - ,.... - ~ ~ I 01-~~ "I 2 -, -Q- ~ -~~6 - ...g. - ,- -, -1- - - < --0 ,- - c+~~ ~ - CCb AV'{NIN6 --~ -Q- jgJ - -==~-a <:: -. ,- -. -1_. - ,- ,- ,- - - > f-o. - .g... ~' - -Q. .- -. '-..-' - '- ,- '- - - FLOOD PLAIN ------ 11'-0" I 1 I I i 4: JjD. Il ~\ ~ ~: _____ ,.p: u:. _', /' '-,. ~. [Q Il ~ LS ...J \) \f) L ~ --J <( ~ z ~ 0- Il () I- D D ffi z \f) 8 D ill ~ I- ~ Z J: ~ tJ C) Z ~ .-- :J \f) SOUTH ELEVATION Sc,ale: 1/B" = 1'-0" A-9 EXTERIOR ELEVATIONS OF A-? 01/21/04 JA Y F. MYERS 4959 - # AA -0003461 1 I .--::~ ....,,:::: ==-- - -, f=::=:::::::.-. ~ ~T ArJD1ING IS~~MI ~Et k.1 ~OO~ ~ I I I I I I I I I I I I I I I I PAINTED -< - > - ALUM RAIL ~ . ~ I w - - III ~ - --= III , rei ~ - , lei ~ II!: !fl! ! - -Ia - ~ v v PAINTED STUGCO / ON BLOCK I 1 E 0 -< . ~ ~ E UJ r./). i CO ('f') UJ E-- - ::;J 00 C'f') C/'). ...... Q t'- ~ I < ~ ~ 0 ~ I E- N r./). t'- 0 ~ >< 00. ::;J ~ ::I: rt: ~ < ~ 0 8 ...... 0 t'- ~ t'- I - If) 0\ ~ I t'- ~ NORTH ELEVATION Sc.ale: 1/e" = 1'-0" .. -~~~ ~~. ~ ~, J: ~ In it .~ ~ ~ JTI~DIN~ IsW JE~LIJob~ ~ I I I I I I IllTTTT I I I I I I I I I I I I I I I I I I I 1TTI I I I I I I I I I T T ~ I I I ""V OPEN Sf ~ = PLANTER I~ == BOX ~ '"'""" OPEN ~ ~ , ~ I. . ! I, I I I I I II I I I I I -t- '"""1 I I i METAL ~ I~ OPEN .AV'tNINGS~ "" ~ I T T I I I I I I I ~ I ., I I I I I I ~ ~ I~ OPEN I , ! ~ I , "- '" I ~ PAINTED STUk/ I ON BLOCK 9 ~ \f) L ~--l z <( ~ ~ 0.... it 8 ~ D Z \f) ffi ~ ~ ~ ::) u- () Z () ..- ~ 'If \f) FLOOD PLAIN 11'-0" - - -- OF A-? A-4 EAST ELEVATION Sc.c:~le: 1/e" = 1'-0" EXTERIOR ELEV A TION5 HANDICAP ACCESS - ---1 - ~ lL () l- :t \!) - OC o U) '- "rPA\/ ~\2) .' Ii I() an '- OJ > Ii C\ IOJ C\ to ~ Ul I 0-' BAR SCALE:- - 01 10' 201 HAMDt:N D~IVt: (60 ~/~) 1:. (60' RIGHT OF ~y) ~ ~ 401 \ - -~- - r- IC) IQ ~g --t- T I I I I I I IC) IC) I · 12 I I I ---- -'. NEY'l5' ~LK ~ ~.d . . ..Nl 12099'45" E(M) r ~~ SOD I . ~~~ AREA I // 4' CONe. 51DEY'W.-1< ~ ~ SOD __ H'~ , '--' -- .,201 ,--. ... ([iC;\:: SODSIGHT // _ _~ ~:~ ~~~~6 . i '" ~' , \J Y' <-' ~~; i Ci (:1J ~~\i_~~.{ / I : . /: ;::t..-~;Jfff'!! ! I i ~ YI " ,'" ,,~\ ~ L~ / '~" ~, // ~ ~rY1 ~II ~ -------~ y ,,1 XI,) \, (""\ I v.r '7 '-J I r , . : IJl CC ""'V'~ /'/ sqD! ~y I '-1CP I fA, i fI/A '-. 1r. ~~~SOD n...,~ ,-IZ ~ ~!~ r I . 0 ~ , en I U) 1 Nl i 0 r- \" S DD i r- Z / / / f:X\ /~_ __.__ _~_____'_n . I SOD ,/', \ "'"7 ~/.f.. ~ . '---::o-Y- I ~, / I ~; ( --- 3\ ~2 l) " V , i u. [I rHF ~ )----- ~~, ~/ ~' 'J ~l::< ~ ~ ~ ( ( 'l::< ~ ~ / r LSHEAR Jl'iALL ~ .-' . -l - ~,f /1 !v I~ ~rnH::=::~~':=-n:. .:: 1111111111.11 0-1: c~ ~~... ~ -- -- -- ~ ~ SOD I ,.. I LL m EXISTING I ill i _\D==( I E -<( I g tV '!""=":::: IL I := () I ~ =~di I VI r ~ t:: I t= : ~ I t:: It='E I ill I =\D ==( , ~<( Ii +=- () I =to ==( L I POOL ~ ~ ...n . ...n () ~ '- ": 5:'~ \4 ' > 'i It nn ;, -- ~ \ ,:~ " r-:' . -II ,. I I ~~ R I I rCD~ ~j ~ ~:tV >- ELEV GJ ffi I( -- I ill3 ~ c ~ I .' ~ ~ ~ ---.-- :::1 ',11,1111 !1I1111:1:IIIIIIIIII'1I1 1iIlIIllllllll:illlllllTJ1 :=i 19;~:1 _11li. . ~ ~ Ul -l -l o to \J1 Ul l ~,_._\ II~ '-,~~~ ~ ,/_ ~:::;] I i(-~.~ I,X ..... rASH I \"// ~ \A~ ~,~ , . SO~/ilt"'~; ""=,,,,_,_"=:_q.,~J!.gll\ll;0~1 -I __ _L PAVERS Ii () [Q Ii <( :r Ii UJ ~ It <( UJ ....J \) LANDSCAPE PLAN ~ I 18" TO 24" SPREAD PLANT LIST Se,ale: 1" :: 10 ft 60' I 801 l 100' I FOR V'iASHINGTON OR CABBAGE PALi'-i INST TRIi'-i ALL FRONDS AT TIi'-iE OF DIGGING AND PLANTING KEY QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER. REMAR.KS B 5 BOUGAINVILLA BOUGAINVILLA 1 GAL CG 42 CARISSA GRANDIFLORA NATAL PLUM 1B" TO 24" HIGH 3 GAL CN 6 COCOS NUCIFERA COCONUT PALM 12' TO 15' HIGH B4B CU 14 COCLOLOBA UNIFERA SEA GRAPE 30" TO 42" HIGH 1 GAL FB 1 FIGUS BENJAMINA FIGUS 2 1/2" GAL 10' HIGH MIN GONT AINER OR B 4 B HRS 31 HISICUS ROSA-SINENSIS HIBISCUS 1B" TO 24" HIGH 3 GAL MIXED COLOR.S JG 66 JUNIPERUS GONFERT A SHORE JUNIPER 1B" TO 24" SPREAD 3 GAL PA 6 PRUNUS AUGUSTIFOLlA GH IGKASAV'i PLUM 2 1/2" GAL 10' HIGH MIN GONT AINER OR B 4 B Y'lR B V'-lP6HINGTONIA ROBUST A V'\ASHINGTON PALM 14', 16', 1B' HIGH SOLID EARTH BALL PROVIDE TREES, SHRUBS AND PLANTS THAT COMPLY ~ITH STANDARDS OF FLORIDA GRADE #1 OR BETTER AS GIVEN IN GRADES AND STANDARDS FOR NURSERY PLANTS, STATE OF FLORIDA, DEPARTJvIENT OF AGRIGULTURE AND CONSUMER SERVICES. ALL PLANTING AREAS AND OTHER AREAS AS INDICATED SHALL RECEIVE A MINIMUM OF 3" OF PINE STRAY'l MULCH, SOD AS INDICATED SHALL BE DOT GRADE PENSACOLA BAHIA. PROVIDE AUTOMATIC IRRIGATION SYSTEM TO PROVIDE FULL COVERING OF PLANTING AND SOD AREAS. - SURROUNDING ALL NE~ PLANTING AREAS. SYSTEM TO HAVE RAIN SENSOR ~ITH AUTOMATIC SHUT OFF, - , J. II I 1 I ,- IE j R. ~__~_u_m__ 10'-2 1/2" : S01~.'1~;> ~~., ~ LSHEAR V'lALL ~ PAVERS', ~EY'lSS\ · ~ :::; ; ~Yl~~ h/k ' ~ umuU ~ ~ ~ d.> REGYGLE , AREA I I _ ! 4 r'~ 1 ._,.. - Q] A ...~ STORAGE ., ~~-_ --! d;CK f~~V~ VI _ _ ~ I ~ ~~~ ~_ Vh \1gJ ~ - =--- ~ ~/@S...~/C\<":::Y '9 SOD N · SOD! .'~. ., .. - SOD i ~~~~.{\7r" (1 kJG\11'0G~l ~~:.)x[~0JX(()...MDill)@@X7~f'N;:%0"L~'t:)(>>:...~.~~K...\;~~'i "--- '::::NG QUEEN PALM IL. - ..... t~Jis:vt9JU)CJt0Z:-:-... '.:-::X.:~:*.:-:-)tjkLj%UYi:stU%L)JI)2U~:::fJ.:,'-:S>-:d:.:-*:JZ::*:)t:i!J::)J:R::)(::> '.:-:-' ....:-'.. '-:-:.' ....:-... ...-:.... .-:.:-. ....:-... .-:-:.~'(-:-:-/'<.-:.... '-:-:,".--:-Y LJ u~ LJ U U U 0 a S 12026'4611 ~ 123.351(M) NEY'l LO~ PLANTER ~ 0 S 12034130" ~ 123.021(P) ~ ./'" ALL TRUNKS i'-iUST BE Si'-iOOTH /' AND NOT FIRE SCARED 20 LAYERS BURLAP PAD AT SlJPPORT CONTACT - NO NAILES IN TREE V'lOOD ROOT BALL 1b" r-iIN FROIv! TRUNK 2" X 4" P. T. BR.Ac.E SPACE THREE AT 120 TYPICAL V'iASHED IN AND TAi'-1 PLANTING SOIL i'-il EXISTING SOIL PALM PLANTING DETAIL N.T.S. GROV'lN SPREAD l- I \!) ~ ~ REi'-iOYE DEAD AND INJURED TV'lIGS. TRIi'-i AND RETAIN NATURAl.. SHAPE 9" i'-iULCH i'-iOJND TO F S.AlJCER 9 - 12 GAGE GALVANIZED V'lIRES SPAGED AT ( /120 -"ROUND TREE AND SET AT 45 AN5LE V'lITH / 9 libEl DUCK BILL ANCHORS OR EQUAL REi'-iOVE BURLAP FROi'-i TOP OF BALL 4" i'-iIN. ./ PLANTING SOIL i'-iIXTURE TREE PLANTING DETAIL. N. T. s. 9' i'-iIN i'-iULc.H 9" i'-iIN S.AlJGER REi'-iOYE CONTAINER FROi'-i ROOTBALL EXISTING SOIL 5HRue PLANTING DETAIL N. T. 5. NOTE: DATA FOR THIS SITE DRAY'IING V'\AS TAKEN FROM A SURVEY DATED 12/02/'18 GARRIED OUT BY GUY D. HALE OF GUY HALE LAND SURVEYING 231 DOUGLAS ROAD SUITE 4, OLDSMAR, FLORIDA 34611. JOB NUMBER '185B6 LANDSCAPE PLAN 01/2'1/04 JA Y F ;vlYERS 4959 - _# AA.~OOO~4-61 1 I I E 0 < --. ~ E UJ r./J 8 co ~ UJ E- - 00 ::J ('f') r./J --< a r-- ~ , -< tr) ~ 0 0\ tr) 8 0::; I E- r-- N r./J r-- 0::; >< 00- ::::J :r: <t: ~ ~ u.. -< ~ 0 8 --< 0 r-- ~ r-- , ....... tr) 0\ 0-., tr) , r-- N r-- <( a it () ..J lL - :t ~ ill [Q it ~ <( ill ..J \) \S) L ~ -1 <( ill Z > :r lL it () .- a a z z \S) ill () a \) UJ ~ ~ ~ Z J: ::) 0- () Z ~ .- :J \S) L-1 OF L-1