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FLS00-05-38 FLS 00-05-38 MOBIL OIL SONNY'S BBQ 2760 GULF TO BAY BLVD N~V-29-2bol THU 03:01 PM STILLWATER TECH. .. FAX NO. 404iii7223 P. 01 stillwater TECHNOLOGIES CIVII.. SNGINEEJUNG - aNVlltONMENT At ENGIN"EERING - LAND DEVELOPMENT PAC SIMILE TRANSMIT! AL SHEET Mark Perry / Peggy Franco COMP ANY, City of Clearwater FAX Nt.JMllER: 727-562-4865 I'ItOM, Rodney D. Brown DATE: 11/29/01 TO TOTAL NO. O~ PAGES INCLUDING CO\'B:R, 5 PHONE NUMnE~, 727-562-4567 SENDER'S REFERENCf NUMBER, 103-001 RE; YOUR REFERENCE NUMBER, Bayrock Convenience Store 2114 roun of revisions CJ URGENT 0 FOR REVIEW 0 PLEASE COMMENT Cl PUASE REPLY 0 PLEASE RECYCLE NOTES/COMMENTS Mark/Peggy Attached find revised exhibits 6, 7, 8 & 9. the Diamond shape trim has been added as required. Should you have any further revisions please do not hesitate to call. Rodney D. Brown 407,206-7222, ext 107 SITE PLAN APPRqV~_~,:? CASE # ~> Q).~u I )3 CASETYPE~~ 4U) DRCDATE 101 COB DATE SIGNATURE, DATE RECEIVED NOV 2 9 200f PLANNING & UEVELOPMENT SERVICES CITY OF CLEARWATER STILL WATER TECHNOLOGIES, INC. 2D NORTH ORANGE AVENUE SUITE 1107 ORLANDO, FLORIDA 32S01 TELE (4D7) 206.7222 FAX (407) 206.7223 FILE . .~O~-29-2~Ol THU 03:02 PM~LWATER TECH, FAX NO, 404iiJ7223 . , ;- 'ii ' , M I )1 "- ,~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .. ~ ~ ~I ~ Front Elevation Looking Northeast Baytoclc Convenience Center sa 60 @ Sky Harbour Blvd Clearwater Florida I~R^WN: Rdl> APPROVED; JIB OA;o: 11/20/01 SC""E: No Scale ::-1 ~I "i I - t I I I I I .1 .1 ~I !: ~: ~ ~ ~. . To b fall ~ stillwater TECHNOLOOlES 2ONor\II OtAA&t "''', S,,;I< 11 0'1 Orlatldo, flotlda 3.801 (407) 201\07222 (407) 2{)6.71.3 fIX P. 02 Exhibit 6 " .NOV-29-2DOl THU 03:02 PM STILLWATER TECH, . ORAWN: Rdb APPROVED: 'B D~,E; 11/20/01 SCALE; No Scale FAX NO. 4072067223 . .' . I .,.. ". I. .- M . "' - I ". - - '.. ,.. I .. I " - .. ,- , - -~ .. I I I I ~ .. - .. ., ,. ., i ..." .. .. ... H I .. I - - I 1 "I ... I ~ I \ ' - I ., I I I I I I I I I I I , , I ... ~ . u .~ I~ . Rear Elevation Looking Southwest Bayrock Convenience Center sa 60 @ Sky Harbow Blvd Clearwater Florida stillwater TECHNOLOOIES 2ONGI1II OtUQtM', SlIlt< II D'7 Ottando, PI.r.d. 3~SOj (407) 2Oll.nZZ (407) 2OlI.7213 r.. p, 03 r)(~ibit 7 . .' ~OV-28-2001 THU 03:03 PM STILLWATER TECH, . FAX NO. 4072067223 . 1 '1 1 I 'll~ i! \~ !i_ I ,: .1 I '~ I ' I I 1 II I I 1 I I ~ I I I 1 1 I 01 L .. I I; I ~ DRAWN; ltdb il-PPROVED; PB elATE, 11/20/01 SCALE; No Scale I 1 I I~ ~ ~ I I I 'I' 'I: ~ Rear/End Elevations Looking North & West Bayrock Convenience Center SR 60 @ Sky Harbour :Blvd Clearwater Florida stillwater 11lCHNOLOGIES :lO NIll1ll o..n~ Avo, SIli.. 1I07 0llan40, l%'iCl ))'~l (407) 306-7222 (40'1) 206.7223 tt.lI p, 04 E~n1bi\ 8 ;t .. . ~O\'-29-2001 THU 03,: 03 PM_ILWATER TECH. '. . FAX NO, 40~7223 ~! ~ , = I I (it: I ; I ~I = I C); ~ ~ ~ 9~1 I .' I I ~ ~I ~I - I OJ: ~. u.~ +. I +, 7 +, .+ ~I . ~I Z.JI -1' ..J: WI Wi U.W ~ ~ ~ ~ ~ p, 05 ..., cD CU ~ :5 S- O Z s:: t o -J ~ ~ - f- ~ W -J W. f-! ~~ ~w u..~ DRAWN: Rdb Enlarged Elevation stillwater Exhibi( Af>MlOvt.O: FB 'l"PCHNOLOOlES ~o "'''fIb OIl1/ls< A'Ie 9 DAiE: 11/20/01 Bayrock Convenience Center $u;\o 1107 OdU>do,I'IGrid.32iOl SR 60 @ Sky Hubour Blvd (-10'1) Ui6.7122 SCALE; No Scale Clearwater Florida (407) 206-72.23 r"" 'c ~-------- . I ... ~ f POST Olil( i Mli\"ICIPAl. SERVICES HI TELLPI II )\[' F:\ fi\\ATFH, F if lkl in ~',; ~lH "')1 "I I ,\'hl"H: ;\\1'\IF, CiL\f<'\.\ ifY FLURJ[);\ 337')6 1~/)7 fAX (~r) s( ,2-1') ~() J!" PL\:'<.\t\(j )f'.\tl':.\]' f\FVJL\\ L ,; ''';1'\(; r ))\'1>;[( )\ I' HB( Ih'~ j( )()D ,~FR\!C:E.\ December 6. 200 I ML Adam Dionna Stillwater Technologies. Inc. I S. Orange A venue Orlando, FL 32801 RE: Development Order regarding case FLS 00-05-38 at 2760 Gulf to Bay Boulevard Dear Mr. Dionna: This letter constitutes a Development Order pursuant to Section 4-202 E of the Community Development Code. On April 12, 2001, the Development Review Committee (DRC) reviewed your application to reduce the front (south) setback along Gulf to Bay Boulevard from 25 feet to 15 feet, reduce the side (west) setback from 10 feet to seven feet, reduce the rear (north) setback from 20 feet to five feet and approval of an automotive service station in the Commercial District. The application includes a 3,000 square foot convenience store with six, two-pump gas islands, a 300 square foot, automatic car wash and a 2,500 square foot restaurant. The DRC unanimously recommended approval of the proposal subject to the following ten conditions: 1) That the billboard be removed prior to the issuance of any permits; 2) That a four-foot safety fence be provided around the retention pond (3: 1 slope) and that the fence be fully screened with landscaping and constructed of a non- chainlink material (where visible offsite); 3) That a final landscape plan is submitted to and approved by Staff prior to the issuance of any permits; 4) That final, dimensioned, and rendered elevations for each building/structure be submitted to and approved by Staff prior to the issuance of any permits; 5) That the proposed restaurant be compatible with the proposed convenience store/gas station in terms of color, architectural style, and materials; 6) That all mechanical equipment including HV AC are screened by architectural elements; 7) That all tanker deliveries be limited to non-peak hours; 8) That the dumpster be fully enclosed with a wall matching the proposed buildings in terms of color, architectural style, and materials; BRLc\j\; J. Al 'NGST, MWOR-Co,\I\IISSIONER ED HAHT, VICE M,WOR-CO\I\IISSIONER \'(iHITNEY GRAY, CO\!\lISSIONER HOlT HAMILTON, COMMISSIONER ,;ex), BILL JONSON, COW-IISSIONER ~\~) "EI2Iji\.L EMPLOYMENT AJ'm AFFIR.\1ATIVE ACTION E~jPLOYER" I >> . , . [ll'l"I::k: (', ::'UU[ [)I\ '1111,1 1)~I,~l' Twu lJj That the 29-inch uak trl'C ,liiH);: (,ulf tu Bay Buulnard be preserved utilizing all preservation techni4ucs and that II it should die within une year after completion of development of the gas station. a tree replacement payment will be required at $48 per inch or $ 1.392, and [U) That all signage meet the requirements of Code and be architecturally integrated with the proposed buildings in tenns of color, architectural style, and materials and be limited to: one, 47,88 square foot freestanding sign (for all uses on site). one, 20 square foot attached sign for the restauranL and 27,88 square feet of attached signage for the gas station/convenience store. I concur with the findings of the Development Review Committee and, through this letter, approve your application for Flexible Standard Development with the ten conditions as stated above The approval is based on and must adhere to the site plan dated October 5, 200 1 and the elevations. as revised and faxed, dated November 29,2001. Pursuant to Section 4-303, an application for a building permit shall be made within one year of Flexible Standard Development approval (December 6, 2002). 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. Please be aware that the issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. In addition, please be aware that an appeal of a Level One approval (Flexible Standard Development) may be initiated by a property owner abutting the property which is the subject of the approval within seven days of the date the development order is issued. A copy of the Development Order is being sent to the surrounding property owners. 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 will expire on December 12, 2001. If you have any questions, please do not hesitate to call Mark Parry, Planner at 562-4558. C nthia H. Tara ani, AICP Planning Director CC: Mr. Matthew Bogdovitz Surrounding property owners S:\Planning Department\C D BlStandard FlexlJnnactive or Finished Cases\Gulfto Bay 2760 Bayrock Mobile- Approved\Gulfto Bay 2760 DEVELOPMENT ORDER.doc en ~ '" o ~ C"} a ~ ~ l.J..J f"'to >< 9 >< C=' 0 ~ ~~ ~ s= g. Q.. 0 ...... ~ 0- rt @ =.: (') - (J a en 0 toot ~~e:. ::c rf) t!j ~ = ~ a- ...... rf) o rf) -< I-t = ~ t; (') e. o rf) 0 ~. (J = .. rf) n t:3 ..- f""'t- (b rf) ~ I-t ~ a (b I-t .. ~ t"'4 ~~og:>~ >-iCl) o 0 ~ =.- Z tt1 ..... -:::J-:::J~" 0 (')~ ~~g-:::s. 2~ 9'9'~~o O~ ;j;jo ~ t'"'<(j NNS; "" 0,,"1 W N '" "0"- ~ ~ ~ til~ o g C/),., - Ii I-t ~7' ~~ r,., r---_~ ~~~-J ]1\ '\) i~ ~~j~~\~~-;J; -~0 :z q Oil" 0 \] [j '':.Ij~.i < ,'~ .~) r-~: C:) . ' nJl J ...... .,.... ~ ';~~C)' ~ l\~ l~~) L ffi ~I'" ...~' ,r-u u ,.c. ",-..-.0' .'~ S~:'::'':=~:::::=-'; ,;.. 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' i 1\ 12I~ r e ten t ion / 'jllN. 26.6] (~)r(lj(~'''''IJt.~ ~,)~~, uf ~;H''Pf~ " ' C', -- ~.. are a 4~91 , "I," P', (' "'....,.,..~. ~.-28(96 28.~ ", -,- It"" ',~' iIl't . aM 30l '1 4" '~ ~>1 .-51 'r ~ ,"J ~ ~ , ( 99 ,~ o o 10" ~~( .'1 " , " opp; ())(iP-'\'11;:.. r ',.;) (, f b :JII ~ ~, ,no c>> ... ~ 3 z .., - z - en . :;) SITE ~~ -z ~III =~ ~g~ en~QC ZO GULF TO BA,V BOULEVARD LOCATION MAP NIS o i ZOOING OtSlRICT: uS{: lOT AAf.A (SQJARE FIET AND ACRES) moss AAEA ('MlHIN PR<H:RTY UNES) lOT WIOlH: lOT DEPTH: De4~1Y (B~ .;H NET ACRES~ ,\"", BUIl.DlNG COVfRAGE ($0. FT. AND X fE ~ SllI~ ~ nOCR AAEA AND F .AR.: SETBACKS t'ROOT: SlOE: REAR: BETVflH STRUCllJRES: 'IIA TERfRCtiT SlOE: HEIGH: 'Mni aa.US PRO\1Sl00S (IF APPUCABlE): PAVED VEliICl..lM AAf.AS (50. FT. AND X fE SllI): a>EN SPAre TOTAL rm lOT (SQ. fT. AND X fE SllI~ rm THE ma.T YAAD (SQ. FT. AND X fE REWIRED ma.T YAAD): ClEM ~Acr. (WATERfRCtiT PR()).): EXn::RIat PERlUETfR 8UffE.RS: PARKING lOT 1NltRJ<R lANOseJPlNG (SQ. FT. AND :c (E PAVED \mCUlAR AAf.AS; AlSO, DEPICT 00 SHE PU.N ORA'MNG BY ~G/CROSS HATOtING~ ! PARKING (Q~ APPUCABlE fCBM.A): PARKING (REWIRE])): P ARKJNO (PR<.roSm): OJS11NG CG VACNtT PRa>osm CG r e ten t ion upprr:P{i!!;')~~~ lqf~.~2! ,~t(.,p-~ - . r '-., <Jppf('x:f1;ol,> t~:p-,:.f _~o~'~ "'_ __ . ." . --::-.______..:~-~..::;;;. ____._--...I"'--.....;.':'OO"~-::=:----.. v-.:;.~~~-:~~:~~.:-::------==----~-:--.-..-..-~.:-~.:.,....-.-..-..:..-...-.;:.. .--.-:..~:_------ _.............-~- ~-:- .... COt.tUERaAl. 96.703 <;# 2.22 ACRES J6(f 27d N/A 96. 703 ~ 2.22 ACRES N/A N/A J6(f 27d N/A 5.890 <;# 6.1X 5,500 ~ /0.06 25' 25' 1d ld N/A N/A N/A N/A 1d ld N/A N/A $ t.tAX. N/A N/A 53,roo/54.8X N/A 36.J74/JI.6X N/A N/A N/A J.550/76.~ N/A 5.148/5.3X N/A 6.754/12.7" N/A 5 ~/1.0C1J ~-ST(ft 15 ~/1,0C1J ~-fAST fOOO S*J.OOO/1.0C1J .. 15 - STME ISt2,500/10C1J :a 38 - FAST Foro 51 W/O PUUP ISlANOS 6J W / PUMP lSLN<<>S Nom fro' ~ (OL '. 1. mE DESIGN AND cct.CfiS a: lliE ru \\mE roco SER\1CE 8LOO. SHAlL BE COUP A TIBlE 'Mni lliA T (E mE C-STOOE. fi) mE BllBOARO SHAll BE RE1fOVED 'MmlN rnREE MONlliS a: mE CERTIFlCA nON a: l7lliE sn: PlAN. J" UGiTING rm THE SlTE SHAlL BE D1RECTID DO~WAROS AND AWAY FROt.f mE ADJACENT ROAOWA Y AND PRCftRllES. PARUl 00. 1: OCCINNING AT A POINT Cf' 110 TAHOS NORlti AND 110 YAROS v.{ST Cf' ll1E ~ CORNLR Of THE ~ 1/4 Of THE NW 1/4 Of ~CTIL<< 17. 10~lIP 29 S. RANG[ 16 L AND RUNNING THlNa: WEST 110 ~AROS; THE-NeE sooni 110 YARDS, THLNC1: EAST 110 TAROS; TIIOK,{ NORTH 110 TAROS 10 POiNT Of OCCINNING; LESS: THE L .30.00' THlR[Of; AND LESS frlE 5 ~OO' fHlREOf FOR RIGH-Cf'~I'IAY FOR GUlf 10 BAY BOVlEVARO (STAIt: ROAD 60); AN!) LESS: AN EA~I.I[NT GRA/flED TO PINHLA5 WAltR CO. A flORIDA COR? BY H. L. l-Ad.llJLLlN, ET UX, OAllO flJ3R1JARY 24, 1930. fiLm ON f'EBRIJARY 3, 1'354, IN OlEO 8001( 1465. PAG[ 105, PINClUS COUNTY RECG<OS, (ASSK;N[D TO CITY Of Sl PETERSBURG BY ASSlGNIAlNT DATED D[CEMOCR 4. 1940. RECOROlD IN OlEO BOOK 1465, PAG[ !OS) GRANTING PERPETUAL EA~M[NT TO CONSTRUCT. OPlRAll: f>.ND MAINTAIN WATER MAINS FOR OlSfROOTION Of I'IATlR. 50.00' 'N1Of, AS FOl.LOWS: "ACROSS TIiE SE 1/4 Of NW 1/4. LESS 4 ACHES IN TIff SW C0'f<NER t.lORE PARTICULARlY Ol'XR1OCD AS FQLOW'S: BEGINNING AT A POINT ON THE fAST AND '/I[ST auARIlR-~CTIOO LINE Cf' ~CTION 17, 707.0' f.tCRE OR LESS \',(.ST OF THE CENTER LINE Of SECTION 17, THENCE N, 36'09'30' L (TRUE BEAHING) 1,18400' f.lORE OR LESS 10 A POINT ON THEi NORl1-i AND SOOJri OOART[R-~CnoN LINE '350.00' t.I~ OR LESS NORl1-i Cf" l1-iE ClNTf.R Cf" ~crlON 17. TO\It1IlSlHP 29 S. RANGE 16 E, LYING AND BEiNG 20,00' IN MOTH ON TIf[I'l,ST SIDE AND 3000' IN W1OTI~ ON THE EAST SIDE OF THE ABOVC-DESCRIBED LINE PARCH NO, 2; TIt[ EAST .30.00' Cf" THE FQLOMNG OlSCRI8lO TRACT, 10 WIT: &GiNNING AT A POINT 110 TAHO'S N f>.ND 110 YAROS 'II Cf" TIlE Sf CORNER Of TIlE Sf 1/4 Of TIlE N'M 1/4 Cf' ~CTlOO 17, TC~SHIP n 5, RAN\1: 16 L AND RUNNING THL"lCE f 110 ~IIROS; ll1lNCE SIlO YARDS: Tlt(N(! E 110 TAROS; 111EN(! N liD ~AfIl)S TO POINT Of OCCINNING; LESS SOUT11 )()OO. THE.REOF FOR RtGH-Of-I'4Al' OF GULF TO BAY BOULEVARD (STAlE ROAD 60). PARCEL NO 2"= TIlE 'II 3000' Of TliE FQLOWlNG DESCRI8E.O fRACT, TO MT BEGINNING AT TIlE ~ CURNER Of TIlE Sf 1/4 Of THE NW 1/4 Of SfCTION 11, TC'M'lSlUP 2'3 S, RANGE 16 f. AND RUNNING iHLN(:E N 110 YAROS, TllENCE II 110 YAROS. TI~(N(;[ S. 110 YAROS; nlEN(;[ E. 110 YARDS TO A POINT Cf" BEGINNING: LESS SOUl1-i ~oo' TH(f..'(Of FOR RIGHT, Cf'-'NAY Of GULf" 10 8A,( 8OULEVARO (STATE ROAD 60) LESS AND EX(E.PT RIGHT OF WAY AS DESCRIBED; 1I11>.T PORFlON Cf" TlfE Sf 1/4 Cf' THE SE 1/4 Of TIlE NW 1/4 Of SECTION 11, TC~SHIP 29 5, RAW.A: 16 E. PINELLAS COUNTY, FLORIDA. BEING DE-SCRIBED AS FOLLOWS t~NeE AT A DiSK MARKING TIlE N[ CORNER Of TIlE NW 1/4 or SAID :LCTION 11; U:.NCE 5. 0'48'06' L 2.&6738' ALONG THE EAST BOUNDARY Of SNO NW '/4 TO THE SE CORNER Of SNO NW 1/4 SAID CORNER BlINC Ct4 TlJE SURVEY uN[ Of ~ 60; THENCE S, 8':n 1'05" W. 30(100' ALONG SAID SURVEY LINE. THENCE N 0'48'06'''', 5000' TO nJE SOUJ1-j liNE or A 10.00' EA~MENT PER O.R. 5950, P"GE 51, PUBliC RECORDS Of PINCl.LAS COUNTY, FLORIOA, fOR A POiNT Of BEGINNING. THENCE S. 8:n7'Os" N, 360.00 fUT ALONG SAID SWJri LINE TO mE WEST LINE Of SAID EA~t.lENT: THENCE N 0'48'06" 'II. 10,00 fEET ALONe SM) \'.(ST LINE TO TIlE NORn~ LINE ~ SAID EA~I.I(NT; THOU N. 891(05" E 294'39' AL()NG SAID NORTH liNE; THEN(;[ t'f, (),42'~S W. 1000'; nlENcr N, 89'17'05' f 5000'; DiENeE S. 0'42'55" E 10.00' 10 SAID NORTH UNE Of SAiD EA~MENT' TIlENCE N 8917'05' L 1501' ALuNC SAID NORTH LINE TO TlJE EAST LINE Of SAID EA~ME.NT; TlllNC[ S, 0'48'06~ E 10.00' ALONG SAID EAST LINE TO THE POiNT Of BEGINNING, LESS EXIS TlNG RIGHTS- Of- ALL BEING !.I0RE PAR11CULARL Y DE SCRIBED AS fOLLOWS A IRACT IJ LAND LYING I'iITIUN TIlE NORTHv.{ST 1/4 Cf" SECTION 17, TO't1N5HIP 29 SOUTH. RANGE 16 E"51, PINELLAS CWNT'(, fLORIOA AND BEING MORE PARnCULARl Y DESCRIBED AS FOLLOW'S COl,fl.4(NeE AT THE CENTER Of SAID SECTION 17, THENCE N0019'21'N, ALONG THE E"SI LINE Of TliE NORTliWEST 1/4 Of SAID SECTION 17, FOR 330,00 fEET. TlLNCE S8'3'46'01"W. ALONG A LINE 330,00 lEE T NORl1-i Of "NO PARALLEl TO TliE SOlJTH LINE Of TIit: NORl1-iM:.ST 1/4 Of SAil) SECTION 1" fOR 300.00 flET 10 THE POIN1 Of BEGINNING, SAID POINT ALSO 8EING A POINT 330.00 IUT NORTH (J' TIlE 50UTH liNE Cf' THE NOR1I1v.lST '/4 ANO 300.00 fUTNEST Of THE EAST LINE Cf' THE NORrH'/I[ST 1/. or SAID ~cnON 11. fHtNC[ ~'19'2n. ALONG I>. LINE 300.00 flET It{ST Of AND PARALLEL TO SAID EAST liNE, FOR 270.00 nET TO THE POINT Of 1N11R<.A:CTION HlTH THE NORTH RiCHT-Cf'-i'4AY LINE Cf' GULf-l0.BAY 8OULnllR0 (STATE ROAD (0), AS R(O'~D iN OfnOAl RECORDS 0001< 6750. ON PAGE 808 Of Tl-lE PUBLIC RECORDS Of PIN[LLAS WJNTY, FLORICA, Tl-lENCE AlONG SAID HICHT-Of-I'IAY LINE, 11IE: FOlLONING (5) COORSf.S, (1) THENCE S39'~'01"W. FOR 1501 FIET, (2) TlIENCE NOO'13"59"W, FOR 1000 FlET, (3) THENCE S89'wonw. FOR 50.00 fEn, (4) n1E.NC[ c;O(J"13'59"f, FOR 1000 fEET. (5) TIlE-NeE <'8!:f46'Ol"W. FOR 294.99 flET TO TilE POINT Of INflRSECTlON I'tIT\1 I>. LINE 66000 fUT N[ST Cf' AND PARALLEL to AfORE.SA)(} EAST UNf. T}IENCE NOO'13'21"N. ALONG SAID PARALLEL LINE. FOR 270.00 FEET TO THE POiNT Of IN1IR~CTION I'tI n~ A UN[ 330,00 fTE T NORTH Of AND PARALLEL TO AFORESAID SOUTH LINE, TIiENCE N83'46'on, ALONG SAID PARALLEL lINf. fOR 36000 fEET 10 niE POINT OF BEGiNNING AND CONTAINING 222 ACRES, MORE OR LESS. 4 07/17,{)1 # Dote o 07/09138 08,'06138 2 O2I2Wl 3 03(2{Wl GRC PER ORC COMMENTS By r~evision Comment GRC SU8MITT AL TO CllY GRC REVISED PER CllY'S COMMENTS REVISED PER CUENr COMMENTS FOR ORC REVIEW GRC GRC ~o 'j :::: -- ~ - ~ , ~ ...- ~ o - ~ Cl. ::] !a.- 0 o ~ (.) :r: ~ ~ ~ ~ ~ c:>> Q) . c: r;.)\ !a.- 1U.Q ~ Q) ~ ~ -0 C ~ Q) ..2: W c:~~ ~ ~ ~ ~ ,.... w ~ 0 ~ (.) .... o __==-;~ ~= ~---~. .."~'\ ~ ", "~ c;9 "1 ': """,1 la .l'- "",.u \~ t.:> "..0 ----.--,-----'--.- :;reS . _."..!---l -,-,-,,_...... u ~ :.a :c e a. ~ ~ ~ c:: Q,) E c:: 0) '(1; V) ~ L.- a V) <u 0) c:: ~ v " ~ o f3 .::l L~ Q,) ~ \. e ~ a. ~ a. ~ ~ >- <u E .c u :c 3 z <( -l a.. UJ I- - en --I <( Z - u.. ~ U~ o~ . ~~~ ~~~ <zo =~U L.- a ..- Q,) V) a e- .::l a. L.- a Q,) ~ '(1; ,~~ 'C a <u .c ~ Y' 'U E ::;] u a u '1l 0) c:: 'P U 'C t) ~ ~ CUe/) ~~ ~d ~~ =Z .~~ ~U OO~ ~ I,() M r-- 0) . .q- ""1" M M~ ot:::. '" .- COr-- "'.q- <..> ,,- a -",,- In c... ~ 0 ai ~ ~N5(Y) UJ<u\:::- ,,-~_""1" .- '''' 0 o:::J.cr-- ""1" U) <..> '-" ~ "E ~ > <u :i v @ V ....... > 0 <t: 00 V <'l >< 1';1) (V) f~ ~ 43<'l(V) f-. . C <'l <'l o 0 <'l <'l -5 u:~~ ;:)8 688 O(V)'"d<'l<'l (/) .. '\ ~...--....--. ~ro(""--.(""--. ~...... ~oo oao~~ ~ .c 0) 'C L.- Q,) € o u c:: ~ ~ .c 0) 'C >- a. o u V) <u ~ <u V) <u L.- u c:: V) Q,) 0) a (5 c:: .c u <u I- L.- <u ~ ~ ::: 'p U) ,,- o o '" ~ .c 0) 'C >- c- a <..> DrONn By: Checked [3 y: Scole: Dote Sheet Nome: Sheet No. 1 Fall GRC AAD 1"=20' 07;09/98 C01 of 3 ~ ~. l 25.00 '~ _ _ _J _~: ~' , '\~, 'O&F'\ c :v, ~~ ~ . 2~~ ~4~99--~~ ;-. ~O, ~_. ~. ~ - . - .- (')/'l,G d,je...'~ 1..If J ~. '" II. hnn _. __ _ ..........& ~_:. ~ ~ ------==-~.._:__....::_~ _. ~.....-.--x.....,.:=~. - -- --~\:~"'t...-_-~--r--~'\---- -,.. is.. ,'" l ~ n .j ,....- 2' ''; on C'.ll D :':.:7 i ---- ~ ,...... ..-.- -- -- .- J - - .-, 'her (,ty / \j;1I [If't" 29.:1 " R P \lJCa lIlY 'I . 21.:Jf nflOAf E\.('t ", 61 'Nqt..'1 At/G" P 0 OSED SE"~ lIlY S . 22.304 PAVUlJlf[1lGf 29. - - - - - -'- - 'CONNEG11ON"= - - - -IlU'"ztot- .~_ - .....a&.U_ R 0 A 0 (TYPICAL)' ~j _ .EXlSlWG..f' Jl~jJ~ _ _ _ _ _ -L. _.-;. _ ~~ _ _ _ _ _ _ ~J , ~ /. t.~,Z]. ~ ~ ~. -,-- -::r -B -- ILl' r:l- . -r ~~")'- Im\ ;1 .~I. "d I . pf~ "~Ii "'I ~ - ,I I. iir"f:'jy-Jil1" ~~-r~ri1~ i Ii. I . I ~:: ::c II ~ fuow ! - ;:'~~=j" ",' 1.~-315~~Dj,c.~ .....lr)5.:. e!l:",-. -:._ _ _l1._ __L..___.-L~-H3" _. jJt~~1 Il,' ~. ',' l:I,,:.,"_._,._~t.~,YP,~. f.c-..f ,>_:.. . -fT -'-er'-", '-=-~"EF---:.e-"'~---Ef ~~l';;' ... --. .-,"--.----- .-- 'GliAii'eiv~ ~7' I: 0 .,; . _ . ,,.. ..' ".. ....:. -- ,--,."".. .' ,,,... -." '.. ,w--c... L~.__ ,-",... .- .~ -0-' J...... ,_ , .,_ __ .I /'1 I I: ,. ~2A' ,., P J' l{' 12j4 j'i" ." . J,,,.' -- - -- --- -- --- - ~~ j~~;tti;;:t~ff~(:1>>' , o o . o t'-.. '" I ~ lL.1 c(j ~I 3: :: I NI ... (J) ~ r- KN w. >>,~ W . z ,,{ I 4''',Ve. /. U lIlY , 32.47 U -- Q <> ~ q <> -- - --- ---------------- .""1 -t.) Q I\) 0. -------....--- <~ / ~ ~ J-. -- -- -- I j i oJ 51 IJ"" II Ii j I p fJ '1 k I. " . I , . '" ' L: !,.~; I ~ ~.: .J "' _ L '-0 ()' CO!1r; c'Jlb \~f .. __ _ y.~ ,_r __ _ ~ _ .~.._...?-"~ h(/' s -- - .. ".. /....v.:: - /i! sc~~~~~T;A~l ~.: rf/- ! I I 1 / ~~~~NG~ N.89.46J01 "E, -- -7 / --.--1- / y 1 / / / / ~.51 , .cu. I f .y : ~ ~x: ~~ -~. yyy )t"~ xxx X)\ , .'1 XYY yy AX -6rX ~xx , 'It')C" ;) ), xy, CI , '" ()t, ~)J ()( ~,J ~ ~ :' I I , I I , I ~ ~ I ~ I 1 : I 1 : I / ~ CONVENIENCE CENTER WI QUICK SERVICE RE.STAURANT / " )\ 'I i9.oJ \ 'N~,?!&O\ xx ;q 'X I FUTURE FOOD SERVICE x x .4; ~ ~ / l -I / ;' / ~ < ~ \ )c r>\ x" .fF/ -I I / / ." I. 1/ / ? / / -,xXxxxxx., / ' Y 'I 1 )cXYYXX~/ / I , / D ft cf <, t ~ " Xl\ x~)t,'AJ )ot . 'T i I '-1 ". . 9'4O'39.E. 2.38' I N X y / x .~ I I I I ~1 I I ~ I . I I /1 / -------------- ~ I i I o o J f ~~~~~""'~~~ ~~~~~rsL~~~ " 1 o c::::f> B'A Yc::::f> I t - - --- - -- --~ - -- - - -- - - - - ,- --- - - - - -~-_... G.ULF TO OU LEV AR'D - - --.- ---,...~ - - - - - --- - - - - - - - - -.... - - - - - - - - - -- c::::f> - - - --.-.,It _ __ __ _ __ __ __ __ _ __ _ _ ___ _._ _ _...... _ _ _ ___ -...... ....... " " , , \ \ ~ ~ P T A o R R K M w P A 26.11 IIlV.24,<0 r e t e n-t ion .w. '27]1-' ~ 2U , h lJ( l\)( ~ ,,>, L T A C. E R E p o N p 0 n d .no'" o If" 1101 , ~----- ~89"~'01"W. 300.00- -- --_. " . '_ /.--- DU / '-,- /' "\ r e ten t ion are a IIIV . 21.90 UTlJfY j.1.)8 . a.lAJI . I ',' 0_oor. 11.. l "., ,~ ',~ t4 , <'9,13 ;,1'-.1 ," ';":YVV ~tCH xu _, ~ KYYY~Y yyy)()(yxxxx~ L- - ------- . :....~- ~------~---------~~~- ----. . .. ~ -- =-- :'-... v;) - --:=- -. --~-:~ ~ \, 3. 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Rev # Date o 07109198 08106/98 . 1\'11\6\ 2 omW1 3 07/17fj1 ~ <U E ~ u o u , .c; ... 0> C 'a u "S (/) ~ j1 .c 0> 'C '- <U -5 o u c: <1:S .... .c 0> 'C >. a. o u (/) <U ~ <U (/) <U '- u c: (/) .~ 0> o <5 c: .c (,) ~ '- <U ~ 3 'p U) .- C> C> N +J .c 0> 'C >. a. o U ,j c:: ..... ~o , ~ --- ~ o u ~ :0 1:: e a. ~ <1:S j1 c: <U E c: 0> '(i; (/) <1:S '- o (/) <U 0> c: <1:S .c u (/) c: o '8 ~ u e a. <U a: u ~ <1:S a. ~ a. ~ .~ >. <U -5 .c u :c. 3 . L..- a. ::J \.- a o ~ (.) :r: >- ~. L..- -a ~ 0> 2 'C \.- <l) a @> (J.) ~ ~_ ~ C ~ <l) ..2: LU 1;5 co 5 ~ >- ~ ~ ('{j~ U l.U ~ B o -; \.- (!J ~ ~ c.a z <( --I a.. :c J- <( a.. ~ (.) ::J 0: J- '+- a L..- <l) c:: L..- a U ---- ~ ::t:::::.. '- a - <U (/) o e- ~ a. E <1:S > <U "3 '- o <U .... 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FAeclA / COPING. \----: o o 0 j/ j/ ~ o cY }/ }/ 8,8 GLAZeD TILE FLIj64~ \UIT~ FIN161~ / / /// // !:'> EaJAL PANE ........--..-______..,__..., ...._,__, .'''._. _,,__ "_'U. .._.,,__ _ .,_~, _' _ ,____ }/ }/ }/ j/ l l' x S" RECTANGULAR DOWNSPOUT, WHITE -'-- OOWNSPOUT RECEPTOR cYv~ ~0 ,(01' j/ / j/ / \ \ - MA TTE FrNI~f.4 ------ E.lF.5, FRa--lT AND ANGLED lUALL~ TEMPERED. FACE GLAZeD 5T~FRONT LiGHT GRAY TINT 'v ~ (/~ N c)'j1::. . ~ C:?lJ::"t<:.'.S ..;~qA U.... ~<fA.1..C"..1 ~MPLL...~ -F~c1"I'IOreo ey CN-Jl--je.R..... A? ^'Fflt:"pv~O f!;{ ALl-r ~kx?1 fl E.e';> Ul.~j ~ ~k::.,. ,JUe.l'.4.;OIC,to t-l \ " (7 2'-~' , S>'-:;' , 2'-~' 1----- .(-- ----.- - '- -- -. F-- - { I 'i I I +----j I ' I I I I r-------- L-_ ~~.. _~SEVATION EL+19"-'- EL+1'- EL+U'-~ f1N. Fl..OOR l" ." EL+O'4 --v TOP OF PAANJ. EL +1"'--:;;- Y(7 BRO. EL +1 ~ flH. A.OOR ~{... a. +0'4 V AA COO0600 . -< . ~ (fJ CI:: w 002 ~j < Q... ~~ << I. ~ u ~ E-c ~~ ~ (...) 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FLOOR EL. <()' -if ~~ "- DOWNSPOUT RECEPTOR Rear Elevation f -'1m IIfIT=If.~~i'Sr{ n I EL-16' -if ~ EL.-14'-4" I~ ~-~ 'I 7 :'----- FIN. FLOOR a<{)'..()" (~ .~ Elevation @ Sign ~Y'pical Side Elevation ~.,~~~~E~~Jrm I }__..-I ~;..;;;--"---~ PI..ANNI~~u p r:-FVE'L-('J--:O~-::-::--"c cn-,J,0.~- H','.'::f\i, r 0$\/8<'::1' _,.c~..:::;, r -,r CLfAR' 'J " ,C' r~ {-"- ~'-"-'''''~~~L>:~-~~,","",",:_o.....:....._~ f'~! ' ~ ~()7-}'8 91-1 1/2" 5 13/16" - ~ .......... (Y) (Y) I 81-9 11/16" - N ~ ~ u 2598 BLUE 81-1 5/8" o ~ I l' -8 3/8" DIA. IN BOX IS LETTER S"fROKE COLOR. (SHOWN SHADED) ALL REMAINING AREAS IN ACRYLIC MAT1L (OUTLINE & RETURNS.) ARE 7328 WHITE. AREAS IN POLYCARBONATE ("OUTLINE" & RETURNS) ARE 7328 WHITE IN BOXES ARE LETTER STROKE COLORS (SHOWN DARK) ALL REMAINING 26.09 SF TOTAL CARW ASH LEGEND - ~ 2793 RED 2598 BLUE 18.81 SF TOTAL CARW ASH LEGEND 41-8"1 4'-8"' ........,.-- --,----,,-,- - - - -'-,- ---- ----,. MAXIMUM 6' -0" HEIGHT ALLOWED _"ii'" , ,.J!4-', ~-, -- ;;~ ____.'.__n'_ ____ __ . ,'"_ _ _ __ - ---- - " '-- '-- -. ",'. ,-, - _1'. -.......'". __ __ ..~~~'1:,: MOBIL ID SIGN 21-5 5/8" x 41-8" CARWASH SIGN l' -3 1/4" x 4' -8" . I PRICE SIGN 41-3" X 41-8" 11.52 SF 19.83 SF o I - ~ STUCCO FINISH BASE 5.93 SF 37.28 SF -rOT AL 0/, LI7.~pY)...~! q(t~-~ ~~ cc;p ROAD SIDE GAS STATION o MONUMENT ID SIGN - Regatta Bay 13BB 17/399 Cherry Red OOYR 15/510 Silver Trophy 30BB 53/012 Antique White RIn 43YY 78/053 /: 1431-5" ,,>'- I ~ri~ Mobil C"0 1 Ox1 0 COLUMN ;c I i.r) ....- 4" DIA. 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" 40.31 Zi,' 4' 'i' t:l " " , " ", 48, 8" @ 26 , I lu' 0' r-Z~7 -0 o- r- <( ....J,-, ..JF= <(- l=~ ::J..J 0<( . 1-lJ.. Z. ow(/) ~~~ <(om Oty to ou..l{) ..J5 wz 0:: W:i i"S,~ ,~ ;..; II' 5', '6' " :'1/ 29 !~! ;~ " ~ -:11 29,' 7r, G) ... ~ . z " - Z cd . :) SITE I~ ~I aace j.) lI< I~ =$- Cltil QULFTO BAY BOULEVARD I 't"~"'.e....... ~...... LOCATION MAP NTS SITE DATA: o lCNHG DISTRICT: USE: LOT MfA (SQUARE FtET Nf) ACRES) GROSS NV. (.1lIN PR(ftRTY l.I€S) LOT Vl>lH: LOT DEPlH: DENSITY (BASED ~ NET Aae): SUIl.I*G CO\fRACE (SQ. FT. Nf) 1 is ~ S1t): GROSS fl..()M N€A Nt) r.AR.: SElBAa<s mo.T: 51)[: REAR: BE1ltEH SlRUClURES: WATERFRatT SlOE: D1S1IfG 00 VIaMT 96. 703 ~ 2.22 Aau 3&Cf 27(/ HIA PRO'OSED 00 CCUDaAl. 98, 703 ~ 2.22 ~ J&f/ 27(/ HIA 5.890 '!I 6.11 5.500 '!I 10.08 HIA HIA ~' 25' 10' 10' HIA HIA HIA MIA 10' 10' MIA HIA 35. MAX. HIA tflQiT: .lIt BCJ<<JS ~. (F APPUCAa.E): PAvtD VDICUlAR AAf.AS (SQ. FT. Nf) I (I salE): <RH SPAa; TOTAL ~ LOT (SQ. FT~ Nt) 1 (I SITE): r~ 1lE FROfiVARD (SQ. FT. Nf) 1 (S REWRD FROfT YARD): a.EAR SPAf1 (WAltRfROtT PReP.): EX'IERIM PERH1ER BUffERS: PARKIfG LOT 1,f1ERKR l.Nf>SCAPfNG (SQ. FT. AtI) 1 (E PAVED VDICUlAR MAS; ALSO, DEPtCT ~ Silt PlAN ORA\INC BY SIiAOINO/CROSS HATOING): P~ (Q\f APPlJCAlU r(RM.A): PARKNJ (REWREO): PARkBl (~)S[O): HIA 53.030/M.81 MIA 38,374/37.61 MIA HIA HIA 3.5!!J)/16.5J MIA 5.148/5.31 MIA .8,754/12.~ HIA 5 SP/1.ry>> Sf-~ 13 SP /1,000 ~-1A5l f'()OO 5tt~ .J/f,rm. 10 - sm. . t3t3.500I1000 · 48 - rAST fOOO 51 Wlo pwp tst.NI)S , OJ WI PUMP ISLW)S NOTE: , 1. 1HE OESGN I.NO Ctt.C,ftS (s mE AJ1URE rOO) stR\1CE L ' SHAlL BE COMP ATI8lE 111M 1HA T a: 1HE C-STaE Yo 2. ~ ~~. SHAlt' BE REMO\tO W1lH1N 1HREE MaflHS (s ~,E CfRlIlCA 1100 (s 3. lJGiTlNG'rm mE SITE SHAl.l. BE DIRECTED DOMffAROS AND AWAY FRaA ruE An"CENT ROADWAY AND PRCfERTIES. nIIW\ i.mi ~c~ ~~~ ~ ?J.:clf6 YAROS /'lOOlH m:J 110 Y.l.ROS i'IEST CS M: SE COONER rs M: SE 1/4 CS nt: NW EAST 110 YAROS; lli€Na: NOOlH HO YAROS TO ~Nf ~~S~'~ Y~ lHENCE SOUlH HO YAROS. 1HE'NCE '[}fXCS FOO RlGHT-(f'-WAY roo GW TO BAY OOJI.(VARO (STAlE R<W7 6O~ AHO lESS: ,'u EA~CST; ANI) If:SS: mE S. 50.00 CO.. A f1.~OA CORP" BY H. L tkUUUEN ET ux. 0 "" ~ av.NlED TO PlIfllAS WATER 1465, PA~ 105, PlNEUAS OOJNTY REcam5o' (A~ ~~~~ Fi~ ~:=ARY 3. 1954. IN OU:O BOOK ~~:,= ~~\&~ =. GRANTING Pf:RJ11\JAl. EASEUotT TO CONS1R\JCT \roI.AJ ~TEO~~~ '~~ I.tQR( PARTICUlAAI.Y OCsaooEO ...s FCUOWS: AS = A:~~~ ~{1s'f :: 1/4. LESS 4 ACRES IN 1HE SW C<RNER 17, 707.ft IoIOOE ~ LESS ~T ~ 1HE ctNTER IJNE ~ SECTION 17 lHENCE No 36~ QUNlTER( -SECTIOO UNE CS SECTIOO W(1{[ 00 LESS TO A POINT 00 THE NORlH ANI) SOUlH QUARTER SE' ,Y.f E. TRUE BEARING) 1,184.00' SECTION 17. TO~SHIP 29 S. RAN~ 1& E. LYING AOO BEING 2O-()(l~~ !:'THEOO ~ST ~",LESS NOR'!!i,CS me: CENTER CS EAST SlOE ~ THE ABOVE-OESCRI6ID UNE.' .... ........ AND 3O.vu IN 'MOlH ON THE PARCEl NO. 2: THE EAST 30.00 a me: F<UOWING DESCRIBED TRACT: YAROS W CF nt: SE COONER CS THE SE 1/4 CS 1HE NW 1/4 ~ SEcnoo'I;O T~~lNGS. ~!~POINT 110 YAROS N ANO 110 'II 110 YAROS: 1liENCE S 110 YAROS: 1HEN(;E E 110 YAROS; 1lOCE H 110 y' f\IV'~ 16 Eo AND RUNNING lHENa: lHERE~ FOR RIGHT-Of'-WAY CS GUlf TO BAYBOULEVARO (STA"frR~AD~~)~ BEGINN~ LESS: SOJlH 50.00' PARCEl NO. 2A: lHE W. 30 00' cf 1HE F<UOVdNG DESCRl8EO CS 1HE NW 1/4 CS SECTION ',7. N~SHIP 29 50 RANGE 16 Eo ':'C~:J:~NIN~,~T l!! SE CffiNER CS 1H[ SE 1/4 1HENCE S. 110 YAROS; lHENCE E. \10 YAROS TO A POINT (:E BE~W" . .Y"",,$; lliENa: 'If. 110 YAROS; GULF TO BAY BOULEVARO (ST~TE ROAD 60). """"'.,.; LESS: SOJlH 50.00 THfRECS FOO RlGiT-CS-WAY CS LESS AND EXCEPT RIGHT Of' WA'f AS DESCRIBED; ~~I~~~ :~I~ri, ~sMo~ CS 1H[ NW 1/4 (:E SECTION 17. TO~IP 29 50 RANGE 15 E. PlNEllAS COUNTY, COt,II,V~a: AT A DISK MARKING 1l1E HE COONER ~ 1H[ NW 1/4 Of' lHE EAST OOUNOARY ~ SAIO NW 1/4 TO nt: SE cORNER CS SAID NW sm ~n~ lHENCE s. 0'48'08. E. 2.667,38' ALONG lH~CE S. 891t05 W. JOQ.OCf ALONG SAIO SURVEY UNE' lHENCE N 0'48'06- Wrn:!!J THO ~E SOUUNE CS SIUO; 10.vu EASEWENT PER 0 R. 5950. PAGE 51 PU8UC RECORDS 'Of' P1NEllA . ..VV In TH UNE Of' A THENCE S. 8917'05- W. '360.00 mT ALoNG SAl() SOUlH UNE TO T11E .Js~JYCl-f1.Z:'t~~.,POlNT Of' BEGIN<<ING: W. 10.00 FEET AL~ SAlO WEST UHE TO THE NOOlH LINE Of' SAlO EASUCEH ""',.. ->UWU1'; 1liENCE No 0'48'06- ~: ~~ ~<t~~'~ ~~'~it~~5~ci,.a~~~ ~~m~ 8:.'~~;'~_ ~,,'rg~~~ ~ ~~T: THEN<l: S. 0'48'084 E. 10.00' ALooG SAID EAST UN[ TO THE POINT Of'~~~ ~k ~TING ~GHTS-<l"- ALL BEING MORE PARTICULARlY DESCRIBED AS FOlLOWS: A. TRACT CS lAND L'tING WllHlH 1l1E NORlliYltST 1/4 (K SECTlON 17 TOWl'GllP Fl..ORIDA AND BEING MORE PARnCUlARl '( DESCRIBED AS FOLlOWS: 29 SOUlH. RANCE 16 EAST, PlNW.AS COONTY. ~l~~:&orr:;.~~U/01~=19.&l.~~~~lH~~~ /'lOOlHWEST 1/4 CS SAIO CS THE NOOTHWESTJl4 CS SAIl) SECTlON 17 ranoooo FEET TO 1Hi POINT Of' BEGINNING. SNO~~lHE. SOUTH UNf t:'~~C~1H'7, ~~~2~ 1L\~~~E '~ ~ ~~rw :SJ: P~~ \JE~~ THE ~~T"mT 270.00 fEIT TO 1HE POINT Of' INT$EC~ WllH THE NORlH RIGHT fS ' nnnuu. TO """" EAST ,uHf'.. fOR AS RECOOOED IN <mclAI. RECOOOSllOOl< 6750. at PAGE 808 CS niE -WAY UNE Of' GUlF-TO-BAY BOIA.EVARO (STATE ROAD 60). ~~.~~.~~1~~AJE~3r~~~J:)01~ w. 9'(11'.' . ~~ 11iENa: 589'46'0'.'11. fOR'2s~,gg FEET TO THE POINT <i- INm \IJ :1 f T IN~~~IOWl~SX~~.~~FEE~~~~~~~~ U . . T ..' SAlD PARALlfl UNE. fOR 360.00 fEEt TO T1-It P()INT OF BEClNN 0 E.L MAR I 5 1999 PLANf-JING & DEVElOPMENT CllY OF CLEARWATE Rev # Dote By ^-"'-'--'-'-- GAC RevisIon Comment SU8MmAi-io-cnY--~--- --,- o 07/09198 , 1 -~-08.106198'- - -GRC-- -REVISED-Pm 'c;:cv;s----- --- -.-.-,- COMMENTS -:----.4..-:_.,-.___. _~__________ _______ l ~-._-------_. .- - -~----,-_...~- ...----- -.--- --- ---, -~--_.---~---- f..1 L E a; br ~,if:1? 1 ------__I.___ ~ , i u i i>' ~ ~ u~ ~ O~ . ~ ~"'~ g ~~~ .~ <ZO':I,i': :,i --;J'~' =,~',~>,,~j:;ft'T .~ ! ~'t;,lo~~"~' ."'l"."i\..".<~.~"'''':,.~~ '. '. "\'~~:';~~. "~'i ~~ ~.:..T~/~..;,>'~(~.~c.r~,~;~:.~~!~.~~\::~~.' -. !'~ - ~ . # .." '.'- cU' . fi 2 .~ . Q) e :::I ~ ! g i e ~ a .C L- Q) ~ "0 fa :1: o or:: i (f.) ~ Q) e (f.) E i (I) E i g ~ E i (I) ~ ~ ..- & .~ . Q; (3 Certified a. a true and correct copy, On July 23" , 1998 the Development Review Conunillee approved in review a site plan for Barrack Energy Corp- Exxon :: . ~-:.' ' :<. '~'C\'>l ~ ~'~'!:i~ ' t".: ' ;( c~~':)'1 , (i" Witnes.s my hand and the seal of the Development Code Administrator of the City of Clearwater, Florid. on this _t~~._ day of March. 1999, ~~~ DRe coordWl"~~d Development Services Certillcatlon is 5ubl"<:t (0 tho.ollowing: :\;:~; '~j ~'. . "! '~,' .. . - " , ,,"1 Applicant must compfele tbe followinlr actions: I) Obtain the requisite building permits within one (I) year from the site plan certification date to p~ent expiration of the site plan certification; ~ 2) Obtain the requisite ccrtificate(s) of occupancy within three (3) years of the site plan certification to prc:vent expiration of the site plan certification; and 3) Omin review and pennits for signs and fencinglwalls through separate rc:view ad pennitting procedw-es. \:' ~ .0 ~ C. ~ ~ Q) E C o '~ Before the City can issue buildinl! pennils. the I applicant must complete the followinll actions: " ! 4) A landscape plan which meets or exceeds the requirements of Section 42.21 of the Land Development Code must 1>0 submitted to and approved by SWf. L- a (f.) Q) o fa .c (.) (I) 5 ti t Q) ex: Before the City can issue a Certificate of Occupancv for the first buiJdine. the applitant must complete the followin, actions: S) Pay the Transportation Impact Fee ([IF) as called for by the Pinellas Collllty Transportation Impact Fee Ordinance with assistance in detennining the fee from the Clearwater Traffic Engineering Office (iCapplicable), Applicant must complete the followinl! as indicatNl: 6) No Actions. ,'>{ " t> (. ,\ ': ',' -,. ,. , 1:/), '.k o ~ 9. '~ ~, ~ ~ o <:) ii. ~ fi <D c-- ~ ~~' o ~t;; ~ ~~ o<:s c- Q i~ c - '2 go i ~8 ~ Ii ~ cn- "g ~~ ~ ~e ,~ ~ ~ ~ ~ ~ ...... ;j ~ ~ o <:) . ' ....c. . '~' :.2, '" j . ' , ' c.. '- ~ '0) - .=S c. .0. ~:~. (.) ..., .' .~'. ~ ;::l ~ -.. o ~ -;...> ~ R. .~'\~ , , ~ I ' Drown By. , GRC CheGked BY: AAD Scole: ~ ' ,,," < ",l; ".' Dote: . 1'=2<Y " '. . ~ Q7109/98 Sheet Name: C01 .Sh~et No.: 10f " I.' 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'f' ..:4,. ..ft.. - : ^ ...;., ~ E>NIOVOl ~ /. ~.. I I I t I I f - /0 -~ -' - -------------....---- --T--- ~..._-................_~......-........... .., ~ , C!1o ~ o ~ Q. ~ b C!1o ..... o b "lO'C K~ taw z ,"".Z .J.6<,O'" .N ~ ~ <0 .. '" -a. :s ~ " . II> ^ )c ... :X )l ~)( )( )c ~)( )( x ]I ~& '~f )0 )0 )0 ~ ~ .... o '~~ ~ ";/ ) , 4 > I J~ J ')to'>)? !. ')( ')(> I. JIC~)()( , --~ -~ / llVM nNIN33~:)S IV H31SdWna )II " o ~ .. '-" '" "-J o . o o t .~ ~ , , , , Y, ,} , ,. 'ro' !,,.: --, " .6" ,/ ,....~' 6~ \~. ,. <' LINE BEARING DISTANCE //,>".':~' / ",.{", \Cr" ~,.. 1 (D&F) 5.89'46'01 "w. 15 01 /, n!i:' S T I 2~D&Fl N.00'13'59"W. 10'.00 ! /'rJ~~/~ '. I I I (i~~" I 3 D&F $.89'46'01 "w. 50.00 I /.,eJ,'.l> i I I ! I.,! i,,'! i 4 D&F S.00'13'59"E. 1 0.00 II / ~~(}y., . j i:, I, '4~ I I I i\ II J/ Q'r"'.' 1 I .' :I '11 (; Sj r-\h (l '1' ~ I r 0 r kin b "~I' d., ')/'! l I.' :' .1 1 'I 'I. I r I...$), I . ,I q i I \, I . I 1 [" 'f L Ii' I i" I I i \ I ' ' -1 ' I, ..-1 -_.___. --,::-.:::-=-.-"0= r ? .j~~~~:,1: .~. 2l}'6~~~~~;J=~; _:~:"':.::~~,- /"~~"=.:.;." ::,::-~__;t .,~ . . ,,~,'~ : - N,89'46'01"E, 14"(l~~~) I/~'/ ,00 1~~~W.a2l.W /lR.mY'~I.l i .' INV W . 25.2~ 'r" 0 ' INV NE '" 2M3" . . ,. ~ , I .-/ l ;rY.' JJ!- . ....,___.#0' g' de o,e ,>. V // V m~ Jif" . #If I I LINE TABLE p A o R R K M P A L T A c E !;"-, " r-I (.)..' r-. ." , .' . " ~~i () 'J ~r ~ (j ; i) I" () r kf II ., I___~fjl Ii! ; ('''''''\I i '~: 1'" i;!:i~,:) j ! i, I' i ; ! : I'; i, Rill mv " 35.20 Ii. 'i, 1 i i : 'i i: INV E '" 29,23: i i I j I I I ! d 11 . : . Ii" , i I' I I 'I il c:... , . ~ ~ ':,;;;:L."",c=~Jt~o.J..="",[Qc: .~~:!=""'" L=~L~"""~L~=c~l~~~='-oiiii~.l".. I: ~ "~'~~~-~~--------~~~"~~d j;"l.;,('J', I'" . ...__________ !/_ _ ~. DUMPSTER 11 ".. /WI SCREENINO WALL ~; / o.,.! 7 , cJ ~~ rl'~ '~it o ' '0-5 ~~ f-c, ~~ tIS ~~ 'p ~ tf.l ~ ~ "'~ c:Go 0{; I"- ~o _II') 1:Q:.:j:j: <~ ~~ 'r: . -8ri J: w E R p o N o SITE DATA: ~, etentlon r /\28.71 /~ / /'" ( INV a 2t85 _.,,_._.._~ .,~ 27.16 p 0 n d PROPOSED CG COMMERCIAL 96,703 SF 2.22 ACRES 360' 270' N/A 5,890 SF 6,1% ZONING DISTRICT: USE: 8 cd ~ 14 -..'r,>t'--....---'.... _.- _.-, --~_. -'----- - ---,~-- -.._- C\ppr(;~i("ute be of SlOpS oppfc:I.i!note top Qf bOl'ik ~ "-'"":::;'=.-'-"""'='=-"''-'~='''''''''=''''''"oc.'P:::''-_-c~;::''';;::::-=::'~-- .~--.... .- LOT AREA (SQUARE FEET AND ACRES) GROSS AREA (WITHIN PROPERTY LINES) LOT ~DTH: LOT OEPTI1: DENSITY (BASED ON NET ACRES): BUILDING COVERAGE (SQ, FT. AND % OF GROSS SITE): GROSS FLOOR AREA AND FAR.: SETBACKS FR ON T: 96,703 SF 2.22 ACRES 360' 270' .&1I!1d. n 'VII I,t~~~. n....t..:~ I i l-. ..,_0.". S.89'46'Ol ww, 300.00 ~ ~ "\ I ~~ ~ 0 OJ) · eJ.L.Q. SJ~QJ~ ~ ~ = C ~=~U N/A ,--OPPt'cxir'r.ote toe of slope ~/ o ..... ~8 SN Cl)CO,,- ~ C\/ -qo 'gu..... co2"";' ...... Q)~ ~:t::C") w~_ .....C'l2-qo o.c:o '<;I"UC ""\ & ] ~~~~~~ ) , I / ~// / ,t. / r // i r" I ~ /' N/A N/A \ f; --, ~ 5,500 SF /0.06 ~ -0 <l> ..... ,g ..c o l.- n. (!) '- e (I) ..... c (!) E c: (J) 'C;;; (I) e ....,"- "- ,"" "'-'P~'"''ln''~t''' -l'I^> ,.,.1 I--'''k ....,_,~'.J:,.. f ~..., , .f_....,. ~ _J,.) J' ,..IU/I r e ten t ion ,I" .line e - II er' - [} .\:. ,I ) 't:::.:::::::: \::::::~ :NV '" H~\).l 25' 10' 25' 1\ SIDE: r FUTURE FOOD SERVICE 7 . 10' 10' N/A N/A 35' MAX, are a REAR: BETWEEN STRUCTURES: WA TERFRONT SIDE: 10' ~ -Ftc-1fJJ.f{-.-._-~----_.- ,,\~~_.,,,,-...L~_ ,,~_.~__,.__~.. ~,"'~\'<~~',,,>,->,:~~~~,' l' ~",,'-,. ....<'\ ',,- " '\" " '\." \,. I' ~'~">~~'~'~~~;~~'" "\ " " " "- "\. "" , " ' f ' , ' " ,,',- ''-.''-, ~ "~',., an I ~~~~~~~~: I I ,,-' '\", '" ~\,~ \", " ' ' ~ ~~'" '" ~"~0~""~'~: I f. Q"-. "- "-," ' .... ',' , , I I ....-0.....' , ' ',...." " \, '\ '\ I ~'6"~';~:<">' ',,::"'. < I '~'~~'\~~~~~" '" '\~'","\', "\ ,,>,~~\".."': " " '. '\ "\ "- ", \" '. .....', " '"''''''',''' "" \,' ," ~ ..,~",~~"..... '''<'<'''' ',:-.....~,,> 'i '" ~ ", ", ,-,,>.. ''-, ',,-" " "... '. ' ,j) f...'~ ' , ' ".. '..... ...... ~' " ", 29.68 ..~ l ;s~, "', ' ',,-', '\. ", ",>,< ~ ' '" " ..........'", ,. 1.1 ',\., " '...... C) ", " " ',,-' , " I 8 '....:." "<"-,"z'<;>."',"-"';",,,,"\ (~ I~t ~';"'''':~\''~<><''' ,,>....'\, ~,,\,...J\.."'''''' j ~,."...... "-', ',"':', ',<'(',..... rA' T iR( Nl! .. ,',,::), '\, " ~' ....,.......,', fiR I~ N PI I:: ') " ','" lD, " '''''' "'.. '\., '" " ,I , ~, \""~""" '\ "', ' I '0' ...." ,',..,....,.. pi> H" '"" ""'" INV 29.7~ ..../ I ~"" \, '\', ". '\" '-, '''\" ", ". 1'::;\"'..,,."",',' I . '. ". """,', ", '\. ", " " i '\. " \. ' '. " " '-, " , ~', ..... <'" ", ","-, '<'" ""\, "'.. \'" .. ! ,......., ',-, ...., ," , ...... , ", ", "~" "" ',,- ", '" '" "\., "'" "- , ~ .. ...... " " " -"",,,- ',,,, "... 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"\ / ~<>v / 0 '___ ~I\ ~'~\'''\:<:''' ,\,,,"... //" <;,r , SIGN "A" 0 Mobil ..- Ij:'"<::',,"- ""-,,, '~'",,,- " 1:1'. / 10 SIGN ot< 0 0 0' 1 R.81 SF ..J fifr";'''';::'&~'-~':-..~':. .:C''''~I:~!'''''t: // / I '\ ~ J7,?R SF ~ l.~ /' ( / "~I2?'C~~'c~o,~, ~'~f~""9, r-i)'~er1L. ~ 'j t (t.~ 10' UTlUTY & DRAINAGE EASEMENT "-l- IV- 2JI., I L~~\,v:c-;~r- ---r ~" .. ~ W... PER O.R. BOOK ~_. PG. ~1 ,"' __ < ,"",. ! '" ------- (/. \ ,,. -" "'H' '''' l I _...J . rr . 7' . g;?':lJ;.'Jf77;>, ...J L 1 i '__.raPp,o,'o'O" <C'p " ",,,' ~ -.---Ft./-. --\~_. -- ~"i'~ ------. ..-:":*':.-==-:':':"-,_... -.. '1'____,.__-... R ... ',::.:..,y'=_"'7~.=,~"",__=" i2J!iJ~!Jii{;S:t5-:-'- '-'--.<0- -- -------~.""'. -'.~'~"~'"."'-"~7WJ{(JJi:'i.~~~"-4';;,~J.:fJ.-.EC,!llo-n.~A~=T--=-7-'i-=:--'=::2n--'=:::::---.----Tj!L---~-- :.:.::.-=o'-"-~~=-..:::.--=-.==."=~c1---;: __ __,.:-=-~. _Td'-==____....____.___.'~ d';c/..!:..7ZD l25..~,:_,__~~~,!=~=;::.;=~~~:--...G_:.rif:--=-.0'--:.:;Ifiitt--==.-"'._....---.-----..-.."._.. .. "'7 ...-. .u .~' -----~. ,,"...,... -= .... -+.. ". c_. -....?-".. ---J:c.'. " "jf-" c .c . +. ---- ., W . .. C~_. --~ -- -$. . a:.ol;W }.!; \J1&Ii;,r-- w...-. u.--::2-94-.~. .. w . .. w-.c~ m.. .u. L.,._ ...-...-m",c""'"ffll-c c __,__. c._ 'I'~__' . u ::~:.;' -. : -:-.--.:::~:-::... - '~=- c -"c ,..-- C .--.J : .. .. ---= .. .. --'- ---.r.."". u ----: :.=:"~: _ ~C,~C"":. __B:.;:o?;,~'" ~ \;;:'c :-:.. . .;; ~ =::!"":: ---=.:~ _..~...' __ '''''''' --i-'.c..,. ___._ ~~;,:~ r. - .~~.. ~",.,I,,,~~:~-, __ ~.__~_ ----L__~=-=.:...____ / ." """.""", "", ",." ~ ! i M C"a'",,", Wol" "'0. /." ~ 1 i'l I:. <1== ASPHALT ROAD ; .t~ ! " I . ==1>\ 0 . ~ Q . ~ ~o~ 8-e:g ~ 0 ~~~ ~ ~ ~ dent ~otJ~ 1S >. ~ o ~ ~ ~~~ CUoU ~i-I <.0-4 '3 " ......--- CAR ~~ N/A N/A N/A N/A --- - I,. 'W' y -. ~~ .. IiQIE;. ~ FUTURE FOOD SERVICE ~ t ARCHlTECruRE TO MATCH '" CONVENIENCE STORE ~ I' ARCHITECruRE (CIlY OF I' ClEARWA TER REQUIREMENT) ~~ a. A.) r- I / / / f 4J' , ~A \ ~I ," t t , - HEIGHT: ~) ""I 00 P") r' <D ~ .I , I / )~ / ... ~ :.l ~ ""\. , SIGN "0" ~ " Touchfree Car Wash '\I~f f) l26.09 SF --" ~ tONVENIENCE CENTER .. ~ - ~ I ~ I ~ '- o (I) <l> (J"l C o .c u ~TH BONUS PROVISIONS (IF APPLICABLE): PAVED VEHiCULAR AREAS (SQ. FT. AND % OF SITE): OPEN SPACE: TOTAL FOR LOT (SQ. FT, AND % OF SITE): FOR THE FRONT YARD (SQ. FT. AND % OF REQUIRED FRONT YARD): CLEAR SPACE (WATERFRONT PROP.): EXTERIOR PERIMETER BUFFERS: PARKING LOT INTERIOR LANDSCAPING (SQ. FT. AND % OF PAVED VEHICULAR AREAS; ALSO, DEPICT ON SITE PLAN DRAWING BY Sf:ADING/CROSS HATCHING): PAR~ING ((WE APPLICABLE FORMULA): PARKING (REQUIRED): PARKING (PROPOSED): N/A ..v~ CJ OJ:J ~ ~~ -..-4 ~ 00S: CJ ...... -..-4 CfJ N/A 53,030/54.8% o o . o '" N cf . . (I) c: o ..... (J ::J 1:1 o I- 0.. (!) 0::: :~' r-: ,~ .u N/A ~ ~/~ \\J i~~a<~~ T tl ""Ir' / /' 36.374/37.6% (~ , , (f ..- ,) ,,\ ,./ ~, l ~~ 'J.' o .,f t N/A N/A N/A 3.550/76.5% N/A 5.148/5.3% '... c ....-. LL ~ o ""-/ /~ /~ -.. li .;") 1.. <- o .s f'J: Ci o c:; / -'0 <l> l.- e n. (!) '- n. <l> I- <l> 3: >, <l> ..c ..... II; (;I ~ ~ ~ ::~ (,) ",1 ;..( / . ~I 1,;~r A~ V 7 '81 )v rAl L.l ~ 'l ' T 1"".,. If "1;1JcI" , (~<::..,4.1~~ h1.7 -"'" ~ :''1, :i .S ,r:. 6 g .. .. r- N .. C)) 8 I c: N 9'4)' 39'E., '-". INV " .J02Z\.. W c . ,. r N/A 6,754/12.7% N/A 5 SP/l,OOO SF-STORE 13 SP /1,000 SF-FAST FOOD 5*2,000/1.000 = 10 - STORE 13*3,500/1000 = 46 - FAST FOOD 51 W/O PUMP ISlANDS 63 W/ PUMP ISLANDS # I / " , ,..., ..c .~ ..c 3: ,- , t SIGN "elr V ~\ l Mobil - 18.81 SF '-i ~'f.'~'('?' " J1iB4 ,.' if':';::;':'i', 1: ~ 'i, I~\ ,:-:' "35.94 ')5,66 ./ I- o 4- , # / /!J //~ /'/ o t-4 S O.J~ ~ 0 ..-~ ~ ~ ~ t\18 ~ ~ ~ ~cS 8 ~~~ ~~ "S8 o~~ .i:t~ ~c<1'O~N ooE= 8j~~~ (!) (I) o Q. '- ::J Q. ~ I- o <l> +J (I) """1Ii:JI:, , SIGN DATA: ~ o / /. ,'\'( "tJ i::i o SIGN "A- o .S (J) 'c o <l> ..c ..... '''''1 ID!PRICE/CARWASH SIGN 37.28 SQ. FT. ( -+-J / SIGN "B:' /. SIGN "C" SIGN "Oil / ~ q Cl) Mobil CANOPY LOGO Mobil CANOPY LOGO 18.81 SQ. FT. 18.81 SQ. FT. ~ / ::;/ o .+J -+-J Cl) ~ (I) ..... c Q) E ::J U o -0 Cl) (I) (!) .c +J Touchfree Car Wash LOGO 26.09 SQ. FT. TOTAL SIGN AREA (EXCLUDING FUTURE FOOD SERVICE) 100.99 SQ. FT. (NOTE: THE Touchfree Cor Wash SIGNAGE IS EXCLUDED FROM THE OVER ALL SIGNAGE TOTAL DUE TO BEING A "HIDDEN" SIGN) (J) c ~ (J 'C ...... (I) 0) I.- (I) ..... .c (J) 'C I- (!) ..c +-' o -0 c e (/) f- Z W ~ ~ o u ...... .c (J"l 'C >. 0.. o U (I) (!) > I.- Q) (I) V '- >- f.D :t' .., d ~ :J W f- <( o <1== ".' n j"Y.f' ~"1 :> w n:: u~ 0P :e Q. It) N 00 ..,. N o 8 N " LO N S t 5 Ii. ~ 'iij " k & y J " \j ,~, o c - PROJECT #: , 103-001 ~ (I) .~ (J) o (5 c: ..c (J ~ GULF ~', " DRAWN: RdB TO BA ~E~OULEVARD ==1> ,.. 'J: (3 I'-~-Tcr["'f.j""i.....' ;-'i. [1, ,ci) 'I. : ~r-~-r'~ ~ 2001 PU'N}T-""~i:TEv1:IC' " Cil.:L!2i:CLEAfi.. APPROVED: , co !~ i~ ! , DA TE: 10/5/91 l.- V ~ o 3: ~ SCALE: 1/2"=lt~O" (UON) I i SKY ...., (f) SHEET NAME: HARBOR DRIVE .- o o N SITE PU\~. Af. PR~~~~~ ~j '1 CASE # ~_7> (, ~ CASE ll'PE_fi "eE'i f~T11- o RC OAT E .:1::l.L2l- 0 I ~~~~~G~E~~~ ~ ,~:r (} SG-Ol +J ..c Q'\ '~ n. o o :,;~J '-'''1 , SHEET: . I !I'!ii.i: ,'lo g)-l 1/2" 5 13/16" 6'-9 11/16" bL~ (?)~,~~ T ~~~ rG@cp o/fl!J@~rr 259B BLUE / , ~ / ~ IN BOX IS Lf.TTf.R STROKf. COLOR. (SHOWN SHADf.D) ALL Rf.MAININC; AREAS IN ACRYLIC MA T'L (OUTLINe. & RE TURNS.) ARe. 7326 WHITe., 26.09 5F TOT AL CARW ASH LE.~cNO 1/2" = l' -0" \I) ~ v 5 ~t I ~ / , 1 ' -B'" 1'-B'" MAXIMUM 6'-0" HEI~HT ALLOWE.D -r I I "' ... ... a I ... c..o MOBIL 10 5IC;N 2'-5 5/B" X 4'-6" 11. 52 SF FUTURf. FOOD 5e.RV, 2 ' -1 :3 I 4 " X 4' - 6 " 10,00 5F STUCCO FINISH BRICK. BA5E.. -~@@D~- - ~~[TW@ ~ TIo~~j ~~ TIo~~~ ~~~ TIo~ ~ ~ ~CARWA5H 5I~N / 1'-3 1/4" X 4'-6" 5,93 SF " PRICE SI~N 4'-3" X 4'-6" 19.63 SF ""I ---- --' ~ [ W@]~[};) ~TI wlI!IIII ~ 1Ut!Ip - r~ ~ J 37,26 5F T()T AL ~OAD SIDe. ~A5 5T A TIO~ MONUMENT 10 51~N 1/2" = l' -0" I B'-l 5/6" =[ ... ^ 11_ 0 ~ \\ II .'"" ... v r== c0 ... 0 V == l'-T ~ O~ T-1 c0 I I ^ T-1 ... r:.... =F == C\1 ~ 1'-6 3/B" OlAf 12793 r<fa j 259B BLUe. ~ ~ ,..,: It') .:.4 o 8 ~ 10 N ~ ... ARE.AS IN POL YCARBONA TE. ("OUTLINe:' & RE. TURNS) ARE. 7326 WHITe. IN BOXES ARf. Lf.TTER STROKf. COLORS (SHOWN DARK) ALL Rf.MAININCi 1S.61 5F TOT AL , CANOPY LEGEND 1/2" = l' -0" r .0 ~ V) oQ H ..... I u J ..... (j r tllr I I I INS T ALLA TION IN5 Tr<UCTION5i , THE. INST ALLE.R SHALL PROVIDE. LABOR AND MA TE.RIAL I TO PE.RFORM THe FOLLOWING scope OF WORt::. * ReVIfW WIRE. DIAGRAM BE.FORf STARTING, * A TT ACH FULL 5uze LAYOUT IN Df.5JRE.D MOUNTING I AReA FOR INST ALLA TION. r * ARRANQ!: PATTeRN TO BeST FIT E.XJSTING CANOPY I OR WALL CONDITIONS. I * DRILL PAS5THRU HOLfS TO ACCOMMODATE. THE. PROVIDeD FITTINC5 AND CONDUITS. * RUN A BE.AO OF CAUL~ AROUND ALL MOUNTING HOLE.5 AND FITTINq HOLes. * MOUNT THe. Le.TTERS WITH THe. #10 HARDWARe. (PROVIDfD) PER FULL 5IZE. PA TTf.RN. * BY FOLLOWING THE. WIRING DIAGRAM, CUT THE CONOUIT AND qTO WIRE TO Lf.NqTH5 IN ORDER TO CLeAR ALL CANOPY AND WIRE. STRUCTURE.. * P ASS THE. 4RO WIRe THRouqH THE. CONDUIT AND F AS TEN CONDUIT WITH PROVIDE.D FHTlNq5. (SEf. TYPICAL GROSS 5f.CTION). >II PLACf. OROPf.R Lf.NGTH OF WHITe SLf.E.VING AND SHORTSTOP OVE.R THe GTO WIRE. THeN CONNE.CT AS SHOWN IN THf TYPICAL CROSS SE.CTION, 00 THIS WITH EACH LE. TTER. * WHEN COMPLE.Tf, LAY FINAL RUNS OF CONDUIT AND GTO WIRE. BAC~ TO THE. TRANSFORMfR BOX AND MAt::E fLfCTRICAL CONNECTIONS. * eNSUr<e ALL E.LE.CTRICAL CONNeCTIONS AND EQUIPMeNT INS T ALLA TION IS COMPLE. TE.D PROPERLY AND IS FUNCTIONAL. i 17 .I r r /CANOPY OR WALl -~; ~ % IIHO W1lHlI+. /'fT(f. HARDWJ9t ~ A5 // RfQ'O. TO 5llT ~y OR WAlL COt()ITIOt4 ~ IITlIDi Illlll :/ ~.......----lIlRt \To-e ~ 112" THRll NflU Z" lG. V V fltCTro-&lTS PA55TflRU?:' L(f. v: 1/2" ~ t-vr L(f. /" /' ~ II?:' UQ-TITf sm. COOltCT~ I ~ ~ ~ UQ- TIft flU COtWIT, .........- L I rm 4To-l, r1 ~ t:=:. ; C) l! ~ == '"- ~ ~(M' lllX tlJll'U ~ v f II CAlU AllMfl FlTlH; l /Me. Ha.El //// //// //// "PV TYPICAL LfTTf.~ CROSS SteT/ON MC( J25 (YOU r //// //// /,/ / / /};U'J ~","11 .I .I .I '/ - ~ ~ '=' l.I / .I .I .I .I ~ ~ ~ Lr: TTr:f< 5teTION No ScALf ~ENEQAL NOTES · THE. MANUF ACTURfR SHALL FURNISH ALL MA TER.IAL5: NfCf5SARY TO COMPLE.TE. THE. WORt:: ON THIS I ORA WINq AND/OR Df.SCRIBfD HE.RfIN; ; INSTALLATION BY OTHERS. ! · THE. M,A.,~~UF ACTURE.R SHALL FURNISH A MOUNTINq i PA TTfRN WITH E.ACH LfqE.NO. INDICATING CfNTfRS I OF CONDUIT fXITS WITHIN THe STROKf5 AND MOUNTING LOCA TlON5. * LE.GfND SHALL BE. SHIPPfD IN SUB5T ANTIAL PACt::AGf.S. Ni:ON TUeE. SPfCJALL Y PACKAClf:.D TO PRi:Vf:.NT 8Ri:At::ACle. WRAP eACH LE.TTE.R SE.PARA TE.L Y. ONE. LfGEND Pf~ PACt::AGf. E.ACH PACKAGE. 5HALL INCLUDE. LE.rTfR5. MOUNIING/ PA TTr.RN. MOUNTING HARDWARe. NeON. TRAN5fORMe~s. E.TC. · INS T ALL!~~4 CONTRACTOR TO INSUR.e CONDUIT ROUTINClS WILL C.eAR STeeL OBSTRUCTIONS BE.HIND FASCIA eY MARKIN(~ fXIT LOCA nONS SHOWN ON PA TTfRN PRIO~ TO ORILLlt'4 HOLf.S. * ALL LeTTER5 TO BE. F ABRICA TeD FORM LAseR cur MA TE.RIALS. -' d s: 0) ~ o OJ ~ -P o -P IJ) -P s: OJ E ::::; U o "TI OJ IJ) OJ ..s: -P CJ) s: -P U ~ -P IJ) OJ ~ IJ) -P ..s: 0) -~ ~ OJ ~ -P o -0 C d -P ..s: 0) ~ >. 0.. o U lI'\ OJ > L OJ IJ) OJ L U C >-< lI'\ 0; CJ) o -' o c ~ u OJ I- ~ OJ -P d ~ -' -' -n OJ -P .,Q l o L 0.. OJ ~ d 1/1 -P s: 0; E C 0) 1/1 IJ) d ~ o 1/1 0; CJ) C d ..c u vi' c o :p u :) -0 o ~ 0. OJ ~ -0 OJ L d 0. 0; L 0. 0; L OJ ~ >. OJ ..s: -P ~ U ~ ~ L o 4- OJ IJ) o 0. ~ ::::; 0.. ~ o 0; -P IJ) u ~~ . 01lll: o . o.s .a~ U~ 4) 0 ~. 4-l 5 ~u ~ ~~ ~ ~ ~ ~~ ~~ ~::tt: IU ~ ~ ~ ~~ Q u .~ ~ ~~ ~ ~ ~~ ~ Q OJ) · r;: I. I. C. EJ~(JJI. ~ ~ = 0 ~=~U Q.. ~ e.,.... 00 rr;~ ~~ (J IU · .,.... Q ~ ~ ~ ~~ ~o t>3 fE~p . fE oo~ GIl f- Z W ~ ~ Cl U >- ~ W f- <l: ~ :> w ~ o ,,- New') (1)o ;t:::t',j a$co..... ~ N ~ 'gu,,- asZTj"' -~ t)CI)~ t'd:aM w-c:- ,,-C'l:S~ o.co ~ut:::. . ~ Q . ~ ~ 0 ~ O....O~ U ~ e~ ~~~ t~~ = rf) ~ ~~~ ~ ~~ o ~ ~ ~~~ ~ 0 u ~.... ~ C-' ~ 5 _ < ~ ~ ~ ~ ~ ]~S o o~r- -5 li:" O:::8o"~g ~"ONN ~ .~ j E' 8' 8~<52t~ PROJECT #1 103-001 DRA \.INI RdB APPROVED: DATEI 10/5/01 -P V? SCAlEI 1/2"=1'-0" (UON) ~ o o (\j -P ~ O'l L >. 0. o U SHEET NAME: SG..02 SHEET: . u v C <:"'1 - ~, - ....:.., :n C"i '" . 00 - :.l t:t: d' .,...... .~ -J:. .-r:1 0 .-., .-r:1 r--- ...., u -;:::: ..... :.l 0 ...., ::J In C < :::c It :.l .-r:1 j....l ~ U I+-< < ti.;, .~ .:.l ,......, - '-' :.l ~ ,...... \-< ....: u ......... :.l \-< 'C ...... '-' :.l :.l -- ~ r , ::J ~ '-' :.l ~ ....... \-< - - z. 3'.0" 4'.0" 6'.6" 4'.0" 3'.0" 'r I v 'I xc- I I I I I .12!5 ALUM. BUlLNOse FASCIA I COPING . . I) ~ ax8 GLAteb me ~.......... FLVSH WItH'IN1$H I ~ 10 ~ ~ <:"'1 c<') 0 U u <:"'1 ~ 00 t"I bD 'Ej <:"'] . :.r. cr:: \,I' ~ ~ c:f 0 r--- 0 ~ :> Z "'i- lL. U ----< .,....... ~ ~ ~ ~ 0 tJ I W C +-' "'i- ("'I. 'f:, +-' "'i- cr:: ~ +-' <( V ~ -- ('<"'; Il. ~ CD ~ .--- w ~ U ~ ~ "'i'" cr:: 0 ~ C Il. "'i'" U r-- '- . I I I I 1\ I I I I I I I I I ""J :J ,~ ~ ..;; . .~ r:/) ~ . ~ fr 0 ~ O;J.'Tj U ~ 'q h~r-S eJ) h~ OJ ~ '" o r:/) t ~0<1~ ~ ~ ~ 8 ~ ~ h 0 ~u ~ .~ ~~ ~ ~ u \., ,.. ..... 2 ~ '/; '"' :J r-' C r-' i '... '/; ~ \., - bfJ q rj) fJ ~ ~ 0 ~ '0 ~ ~ rj) ~ ~~ C/) Regatta Bay 13BB 17/399 Cherry Red OOYR 15/510 Front Elevation'" Looking Northeast ~.r~D. FIlCE ~D STORefRONT / LISHT GRAY TINT '/; :J ~ ~ r-' U Silver Trophy 30BB 53/012 i ~ ... - :J :1 Antique White Rm 43YY 78/053 f '7 - ... c.. :J ,~ ,... I l ""J :J \., ~ ,.. ..... :J , \ 3"x5"RECTANGULAR COWNSPOUT, WHIte ... ,.. :J \., :J > " TOP OF P....JW>ET(,ll a +14'-4. 'Jp >-. :J '"' ..... ,... ,~ ..;; ~ 'f. ~ . , ..J ~ ,... ,..... - ?j ;;- ::c -~ v < N ~ I'" tf'; ~ 'wi :.; ~ /,'''' , 7;[. ..... --< ~ ...., ,... '-' ('] tf'; ...., - 'E .... ('1 ('1 'wi ~ ...-, '- ('] ('J z - r-- r-- "-' ~ 1'-- - I I ....... .-e; - ':9 ':9 ~ - ,...r .... - '0 I.- -:i ~ ~ ,... - '-' -- ~ . , Z :.J ..---. ..---. '- ~t::- :/) :- ,- ""C - ~ ::: ~~ ' J ~ ...- :.r. "-' '---' '---' > " \., '.:. :J 'J: ,.. ..... \., :1 ,.. :J '... 'j"; ,... i .... \., :J ..;; FIN. FLOOR a +0' .0. (~ - DOWNSPOUT RECEPTOR ~ - 'j"; ,... :J e :1 :J ""J :J 'j"; :J ..c Rear Elevation'" Looking Southwest ~ ::: ,'"' - ,~ \., J '/; 2 EL+16'-<>" ) (~ r.:J1III '-v 'f; - ... -ss ',", \., OJ .. r-' ~ r- ,... ... ,... ~ ^ ~ ~ ~~ ~ a'14'-4. \., :J ..;; -~ -- ! ~ ~ I ';: ': ~ I ~ I I I I ~~ I I I I I :J .. ... I I I r r'I -I > ',) '" Project # 103-001 Drawn: Rdl3 l\pprmTd: rIN. FLOOR EL. +0' -0" r.b ,... ,... -c :J .... Date: 10/5/01 Scale: 1/4"=1>~' CON / \., :J v\ > " .... -= End Elevation'" Looking North Elevation facing East Opposite Hand Sheet Z : /A01 'J; Rear Elevation'" Looking West - ~ fJ .... .~ \., .;-, ~ Sheet: . ""1/ f'.. ~ __ ___ ___,n U 91 -11/2" 5 13/16" 2598 BLUE 8' -9 11/16" ~ ......... (Y) (Y) I - N 8' -1 5/811 o ~ I 11 -8 3/8" DIA. AREAS IN POLYCARBONATE C'OUTLINE" & RETURNS) ARE 7328 WHITE IN BOXES ARE LETTER STROKE COLORS (SHOWN DARK) ALL REMAINING IN BOX IS LETTER STROKE COLOR. (SHOWN SHADED) ALL REMAINING AREAS IN ACRYLIC MAT'L (OUTLINE & RETURNS.) ARE 7328 WHITE. 26.09 SF TOTAL CARW ASH LEGEND 4'-8"1 .....-,,- MAXIMUM 6 I -0" HEIGHT ALLOWED MOBIL ID SIGN 2' -5 5/8" x 4' -8" 11.52 SF _l~r' . I o I Future Food Servi ce ID 2'-1 3/4" x 41-8" 10.00 SF - '.0 STUCCO FINISH BASE _~c,. 41-8"1 _13' PRICE SIGN 4' -3" X 4' -8" 19.83 SF CARW ASH SIGN 11-3 1/4" x 41-8" 5.93 SF 37.28 SF TOTAL ROAD SIDE n .0 GAS STATION MONUMENT ID SIGN - ~ 2793 RED 2598 BLUE -~ -- 18.81 SF TOTAL CARW ASH LEGEND (~ U:7 St/ffV)~ l ?p w. ,/I./'r 5'//1? '-- Regatta Bay 13BB 11/399 Cherry Red OOYR 15/510 Silver Trophy 30BB 53/012 Antique White Rm 43YY 78/053 ~ v ~ "1 " C"i '/:.00 .~ .tt ~. ~-8 S ::; H .,...... ...d " U '-l-< -~.) ~ ::-" '--' t; t ~ ,~ ~'--' ..--< . :-as 'f., T ,.... --< "- ~ 0 ..g l~ :.,; 0 ..--< Lf) c::c :tt -< bi:, :.,; ...:.::: ,...... U --< . c: .-: (; ~ 'C,J :.,; \..< "- - :u ..... ~ !""'I --' "'J :J '- ,. "- - ,. .!: " ~ U ~ ^ J..,(", V 'w'N · ~ ~ ~ ~ o h-.U ~ ~ ~ 0 0 ~ ~ ~ U o ~ ('1 t<; o (U ('1 . ~ r:x:; ;:J (' 1 -:J;, " c..j r--- ".2 ."T ~z:::: (::Q " I ..... 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Project # 103-001 t- o ,. .f :J ,. ?j:. ~ .. Drawn: Ru13 .!: '.,) ,:J - i\pprO\TU: Date: 10/5/01 I- :J .. ,. ~ - - - ... J; , Scale: 1/4"=1'-0" CON Sheet Name: ~ - ~ M SG03 '- % Sheet: ~ ","" '2- '-' . 1 ~r C') 143'-5" 1 Mobil 1 Ox1 0 COLUMN ::0 I 1:0 .- b ('I') 411 DIA. PIPE BOLLARD 00 4011 ILLUMINATED FASCIA - VERIFY SYSTEM WITH OWNER'S ENGINEER FRONT ELEVATION STREET SCALE: 1/811 = l'..{J1I H I I DIESEL MAY NOT HAVE SPEEDPASS VEHICLE TRANSPONDER READER IF ANY PART OF DIESEL PUMP IS WITHIN 10' OF ANOTHER VEHICLE TRANSPONDER EQUIPPED PUMP DIESEL DISPENSER i I I TRASH/ TOWEL UNIT 411 DIA. PIPE BOLLARD "t 6'-1 " 4811 7'-211 6'-6" WITH LEFT ELEVATION OPTIONAL DIESEL DISPENSER SCALE: 1/4"::: 1'-0" I I 6" ~ I I ~.L!>IJ~ -I TRASH/ TOWEL UNIT - ,-----j~---~~ I r' I r-'l ~ I I I I I I I, I -,--~--,~ 1 , nn_ _ _ n~_ RIGHT ELEV A liON SCALE: 1/411 = 1'-0" ~..-------..~ ~~ \ \ I I ! / / ~/ / \ ~ ~~,- -:l :) ... '... " - '... ..::: ^ \:. c.. :.; \.< J. ... ,.. ... :.; c' ,.. ... ,.. 5'c '... J. J. \.< "" '~ J. :.; ':C ;: ~ ..::: u .;:' ,.. ~ 2 ::: -' 1 \:. c.. :.; '" .... ~ :.; ~ c.. :) \.< c.. :.; \.< :.; ~ ;.., :.; ..::: ... ,.. ..... u '.... ...c ~ ;:< ,'~ :... J. "" ~ c.. :: -' c.. ;:< ~ :.; ... '.... J. ...... ... ~ ... S'c '.... ~ ~ :.; \ ...c: ... ^ ~ ... \ J. ... ,.. ... :.; 5 -' u \ -:l '.J J. :.; ,.. -< ... ':c c' ... '.... ... u C ... J. '.J \.< J. ... c' ..... ':c C \.< '.J c' .... ... "" ~ -:l c' ::: ... c' ..... ':c 'c ;.., ~ G z '.J > \.< '.J J. :) '" .... 0 ... ... - I I :... 'r' ~C '~ .... ^ ;:< ... ,.. -< U .'.J :-' \.< '.J '-' ... I ~ ,~ ... '/; , .... - -- '" -' N ... ,.. ..... ':c '... w ;.., ~ ~ '-' u v ,.S C'~ ~ ("I on(/) :l.) +~ '~ "H- :~ . '-"'...c:: ~ .~ '-"' :::l c: .,..... ...c:: -~ u '...... . () I'"" :-' ~ ... " ~.) t ~ ,~ ~ '~ F3s "f;, I:.:.: "," I .---< ~ .---< ~---. ...c:: '- u L""'- () 0 ......... In :::c :ti: <' ti: , () ..:.t:: ,..~ U ......... . t:: .-.: (.) :.:.. '""0 () -:-- ~.) j....l ~ r". ........ ~ p.., "' g M ' 2 ~ ~ ~ o ~ 'l,jJ ~ ~ ~ q 0 ~ ~ ~ U o ~ 01 (-<j o B 01 .~ CQ ;.J 01 cr, .-0"0 ~ >- f--' ~ .-<z~ ~ " I I-' :J.) ~ 'f:. b ~ ~ 0 (-<) ~~~ ~ ~ ~ ,-.....s:jO i ~ U t:::::., rfJ ~q ~O o .0 q ~ ~ > U~ ~ ~~ V;:: +-Jv ~~ ~~ ~- ~ J.. ..p ., ,~ . , rfJ;:' . +..J C/) ~ ci~ b~~ U ~.~ ~ ~ ~~ ~ bJJ rT. ~ ~~ Q) ~ ~ q 'Jj Q) ~ c<j -~ ~ ~ e 8 ~ ~ ~OO r.o ~ ~ ~ ~ cJ 1.) ::) c: ,,- :.; > 2i5 <' C'~ ~ ~ :.; r, ,~ ':if:. ~ ..... C ''f. ('~ rr; ~ ::: C'J C'J ,-.., '-' C'J ('1 v ~ I- ['-. r--~ -..... I I -5 ::;. ,:," X .~ ~="6c'ic'i ~ ..... Z 8 ~ t=:' t=:' ,~ ...-- -, ,- ~ ~ 'l""'i '_ '_ c'i;)C~~ '/; ~ ,.. ~ '.I ;::: ... ... ,.. ... ^ '~ , , v tl I 21 ~ .A - ;> :) =:::: I 1 Project # 103- 00 1 Drawn: RdB i \ pprm-ed: Date: 10/5/01 Scale: 1/4"= l' -0" CON Sheet Name: CAOl Sheet: o ~ 3'-I2?" 4'-12?" 3'-I2?" iO'-iO" 4'-e/" = D ~ 8x8 GfLAZED rilE ~ FLUOl-l WITl-l FINI&l-l m; ALUM. BULLNOSE !=AOCIA I CO~INa ::t D o 0 f/ f/ f/ }/ '- MATTE FrNI&~ }/ }/ }/ E.I.F.e. Ff'!ONr AND ~l1=D WALLa EQUAL fOANELe e> eQUAL fOANE }/ }/ f/ f/ f/ f/ }/ }/ . (1) ~:9/~!,JLEVATION TEMF'Er<ED, FACE GfLAlED eroREtRoNT L IGfl-lr GfRA y tiNT rv Looking Northeast ;2'-0" . !:;'_~" 2'.e/1I I - r l """'" ~ { ~ ~ I [J rJ [J " SIDE ELEVATION rv . Lookin SCALE: 1/4" :s 1'-0" (OPPOSITE SIDE SIMILAR) rv Looking North West CD ~~9/4. ~k~VATION .:;" x 5" RECTANGUlAR DOWNSPOUT, WHITE ~ ~ ~ .... N o .... ~ ;?j N ... ~ ~ CJ ~ N -0 ~ I v ~ I ,. (j ~ DOWNSPOUT RECEPTOR 0) ~~/~ ~ ~1EVATION rv Looking Southwest EL+ t9'-4" EL+16'-4" EL+14-'-8" FlN. FLOOR EL.+O'-O. TOP OF PARAP~ EL +14"-4" BRG, EL.+? o FIN. FLOOR ~ EL. +0'-0" V o o AA C000606 . < . ~ 0) c::> l'- r.n N MN ~ co 0 ~ <l1N V1. 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Stu~lo!Hao:) asn JSd 9'90..........................'..'................................'.......... uo!5aCJ Hd~ 0 ~ ~ tunssa-ld O!S08 :POOl PU!M T .:lSd 00....'..'..'..........'..............................'.................................. POOl G^!l jOoCJ 'l .:JSd 09.....'.....................'..........'..'.................................'......... pOOl poao JOOCJ . ~ SOVOl NfJIS30 lVJllCJ3^ ~ T6-L 3JSV 'se.mionJiS -I,HHO puo s5u!PI[n8 ..I0j spOOl u6!sao wnw!u!~ 'g '68-8 ~r 18V 'aia.J8uo8 paJ-IoJul8CJ .JoJ Stuawa-l!nbaCJ apo8 5u!PI!n8 ''17 'g6-0rC; 18V 'sa-lnpnJlS t<.Juoso~ 8l8-18U08 .JOJ StuawaJ!nbaCJ apo8 5UlPI!n8 T '686 ~ 'L aunr 'u5!sao !tSDld PUD u6[s<JO ssaJ+S 8jQDMOIIV 's6u!PI!n8 I<J<J+S jD.Jnpn..qs JO). SUO!tDo!J!oads 'Z 'uO!llP3 L66 ~ 'apo:) 6u!Plln8 PJOPUDlS 'l l1{]~@)M J]~ ~JJ~JLfj~n@! SNOllV81JI83dS ONV S300:) fJNINCJ3^OfJ VltJ311tJJ N~IS30 lVCJn18nCJ1S '-l ;;. o w OC) f :1(" i ~ ,\1 ~ "... o W tlO o 0- r ~ I ., ", [ c: ~. -0 r c5 >-6 N N n ~ .... b .~ (5 ..... N ~ N 8 .... o .... ~ 0- U, N "0 :c :E '< ,0 10 r..; 10 ~ ... 8 N ~ C) ... :t ...I i " I I u 1 " (j BACK OF FASCIA SYSTEM lYP ALL SIDES " S o I' - ..... I en I ,--.1 ~ ~ - ~ o I' - .- I T ~ 1 ~ Mobil I. I lO I ill ..- ILLUMINATED FASCIA - VERIFY SYSTEM WITH OWNER'S ENGINEEK ~ 1'-4" 4 FULL DECK PAN DECK PANS ,....., i i I , , ! i I I! " i I I I ~ ~ i i I ! I ! : I i ii' i , ~ [ 1 : I ! i ! I i , l 1 i ~ i i I I ! i ' I j i ;[ , I I! I : i ( ! ! i I ~ I I ! ! 1 i! ~ I : j : I 1 i r i t , ~ I! ;0 i I I : i i , i I , i , , 1 ; I I : , i 1 , I I ~ 1 I : ! ! I , I : : i I 11'-8 1/2" -- BACK OF FASCIA SYSTEM lYP ALL SIDES DIESEL - DISPENStR ,. ~10X10 COLUMN - - 4" DIA. I r-PIPE . ~ I.{ BOLlARD ~. a~~ 1~~1 \ '" " '- DIESEL MAY NOT HAVE SPEEDPASS VEHICLE TRANSPONDER READER IF ANY 7 PART OF DIESEL PUMP IS WITHIN 10' OF ANOTHER VEHICLE TRANSPONDER EQUIPPED PUMP TRASH / TOWEL -. UNIT 7'-2" MobI =a= .J ts J' J..6 '~ " ~ 2 ,rL 2' -11" n I 12 ~O 12t " .. IIabI CENTER UGHT FIXTURE IN FULL PAN MIDWAY SElWEEN DISPENSERS {lYP BElWEEN DISPENSERS) \ 1\: I : i ! ~ , ' ! ! i I i ! i ' i r ~ 0 i ; I i 1, I ! ; 1 i I I ~ : 0 I I j [ ! i 24'-0" It 48" 6"} J 2' 6'-6" r GUTTER I I FASCIA 5'-5" 10 L UGHT FIXTURE (1Yf o ,. o [~ r- r- ! o o DOWNSPOUT (lYP) o 24'-0" 24' -0" 143'-5" ROOF PLAN SCALE: 1/8- = 1'-0. 143'-5" - - 10- - - :-- a~~ a~~ aR~ FRONT ELEVATION - STREET SCALE: 1/8" = l' -0" ,. " '1 IllUMINATED FASCIA - VERIFY SYSTEM WITH OWNER'S ENGINEEK I \ " ~ ~ o o [ ~ ....i- o 24'-0" i- - aR~ 26'-0" 1 0"x1 0" CANOPY COLUMN, ENSURE TOP OF CANOPY FOOTING IS AT LEAST 2'-8" BELOW TOP OF SlAB OR TOP OF ISLAND IF ISlANDS ARE USED 4" DIA. PIPE BOLlARD - - IIobI TRAS~I +TOWEL ~~ UNIT ' , }t .1 6" J' I I I 9" J9 3/4" 3'-0" 10 ~'f:t6" 48" 6"} ~ 2' 7'-2" 5'-5" JO 6'-6" 6'-1" ( .. ( LEFT ELEVATION WITH OPTIONAL DIESEL DISPENSER SCALE: 1/4" == 1'-0" LEFT ELEVATION SCALE: 1/4" == 1'-0. o o o 24'-0" - - a::~ 6'-1" - ~:~ 4" DIA, PIPE BOLlARD f ~ i- r I~ - 11'-8 1/2" }.. o .- I t-) Q I 00 q I 00 . ""- .- o .- I ~ NOTES: FOR ADDITIONAL DETAIL DRAWINGS REFER TO: ~ 23030-COLUMNDET , 23030-DECKDET 23030-LEGENDDET , .--- CONTROL JOINT SLODE ~v- (lYP) 12" 'I '/ + EXPANSION JOINT 12' PlUMP SUMP LEVEL JZV- (lYP) / w '\.. .tlQIE; 12" slbpE " GRAD!: SO THAT THERE ARE NO PUDDLES AT PUMP PLAN SCALE:NONE MobIl I IF MOBIL. COLOR TO BE 293C BLUE r IF EXXON, COLOR TO BE P-6 RED \ MOBIL OR EXXON COLOR IS TO BE P--5 WHITE - Mobil . o I N fB1 - o I ~ 2i 35" l12' . ..- " 4'-11" A V MobI WIll 2"l 1: I 48" l2" r n n 110 6'-0" t OPTIONAL DISPENS~R INSTALLATION WITHOUT 6 ISLAND SCALE: 1/4" == 1'-0" MoI:iI Jl RASH/ TOW~~ UNIT I I IRIGHT ELEVATION SCALE: 1/4. = 1'-0" I THIS DRAWING FOR REFERENCE ONLY SEE SHOP DRA\VINGS BY CANOPY SUI1PLffiR ~\O t~ ''5'.0 =1t: .9,s ]~ u~ ~ 0 ~. ~ 5 Bu {'$ ~~ 'lj 114 en ~ ~ ~~ ~~ l:Q:tt <~ ~~ 'tl ' ~~ "'0114 u r.t B {'$ ~ ~~ ~OeJ). f2,-L.Q. 8~QJr... ~C'd=O ~~~U 0.. ~ g ~fE! ~ ~t.:;) ~ M ~ t>3 8 j~fj ?:o oS ~l'"j'r-;- S~ g~.g~~ ~ frl ~.~] 82 oo~ Orl)C5;!,~ -0 0) ..... ,Q .c o '- e. 0) I- o CIl +-' C 11) E c .Ql CIl CIl o I- o CIl v 01 C o J:: () ~rJJ tl.c:= o ~ ~ i.J ~ ~ UQ ~~ CJ rJJ .~ ~ ~~ ~S: CIl c .9 +-' u ::J lJ o L- a. v 0::: lJ 0) I... o e. (l) 1- e. 0) I- 0) ~ ~ 0) J:: ..... J:: .!:: .c ~ I- o 4- (l) CIl o e. I- ::J 0. I... o Q.) ~ Vl o S 01 '1: o Q.) .c +-' o ..... CIl ..., c Q.) E ::J () o -0 (l) CIl 0) .c +-' 0'1 C :;; () '1: ..... Vl Q.) I... Vl +-' .c CJ'l 'c I... 0) .c +-' o lJ C o U'l 1- z: W ~ ;! o () ..... J:: Q) '1: >-. 0. o () Vl 0) > I... 0) CIl 0) I.. >- co I=! <l: o :> w a= () c o .,- ~~ 'SC\.l (1)00..... . C\.l ~ -go..- as2"";"" ~g~ wo_ .,-"ij~ o"co '<:I'ot::. . 4-4 Q . ~ fro~ O...o'\:S U ~.C ~ =r: .s 4-4 ~ Jl.4 OJ ~ ~ d 00 OJ ~~~ ~ ~~ o ~ ~ ~~~ ~ 0 U ~..... ~ " PROJECT #: 103~001 DRAWN: RdB Vl .~ 01 o (5 C J:: () 0) f- APPROVED: DATE: 10/5/01 I... V ..... o ~ SCALE: 1/4"==1'-0" (UON) ..... (j') SHEET NAME: .... o o N CAOl +-' .c .~ ~ 0. o o SHEET: 1 1'-6" ~ 1 1/2" [0.04] [0.46] 7 1/2" 7 1 /2" [0.19] ~.[0.19] 1 1/2" [0.04] r- SIDES !~~ ~~ ,...., :r t ,...... F + I"') 0 0 o ~ L.-l ~ , / "- SIDES LpL 3/4" x W x 1'-6" LG. CL (4) 3/4" die. HOLES. ALONG W/ (4) 5/8" dia. x 2 1/2" LG. A-325 BOLTS W/ (4) 5/8" HEX. NUTS & (8) 1.0. WASHERS n IU I I / './ 5/16r-.... 5/16V I OVER ~COL I -V TOP PLATE DETAIL (DUAL COLUMN) SCALE: 1" = 1'-0" l' _8" to.51] " 7 7 .- [0,18] [0.18] 6" die. HOLE -E~ (CENTERED) ~ "f\ ,y"./ \.. ~ -$- .. ,\. ~ / TYP", 3/8v ,. ,~ t ,...... . 1""""1 OJ <v- I If) 0 t .... L.-l ,...... 1/4 v A- \. \ "'-CL (4)-2" dia. HOLES PL 3/4" X 20" X 1'-8" LG. \ VTS PL 1/2" X 5" X 5" K I 10" [0.25J BASE PLATE DETAIL (DUAL COLUMN) "'- '/4~ I SCALE: 1 It = 1'-0" 1'-10" 3" [ 0.08] TYP [ 0.56] a" 8" [0.20] [0.20] ~ t OJ Cl. I")C! ~ ~ :: 0( ... N ~ 0.. o ~ .(J ~ Q -E7 6" die. HOLE -I----f\ ___~ \.JJ 1/4v'V ~ -'" "/,, ryp"'3/8v ..." '1-1 ,...., . 0 00 N o t ., L-IOtO .... If) ,...., <<I 0 . 0 <v- l.....I IX) N A-.. ~ ~ t \ LCL (4)-2" dia. HOLES (USE 1-1/2"x36" LONG A.B.) PL 1 1/4 x 22 x 1'-10" LG. ,'~ V-TS ~PL 1/2 x 5 x 5 "- I I t ~ j ~ o r-: c u " I el 'U I ". {j " 1/4 v .x / , III I I I 11" [0.28] BASE PLATE DETAIL (SINGLE COLUMN) SCALE: 1" ... 1'-0" 2'-0" [0.61] 1 1/2" [0.04] 3" 7 1 /2" 7 1/2" 3" [0,19] [0,19] 1 1/2" [0.04] r- SIDES ~ + + 'I'" + ++ t ~ r') 0 ;: t - SIDES ....PL 3/4" x W x 2'-0" LG CL (8) 3/4" die. HOLES. ALONG W/ (8) 5/8" dia, x 2 1/2" LG. A-325 BOLTS W/ (8) 5/8" HEX. NUTS &: (16) 5/8" 1.0. WASHERS PL 3/4" I I I VI ~PL 1/2" X 5" X~ I I I I ~ ~ '[>/ 5/16v J ow" I 5/16v ~ -- V COL - ) ,,-- - TOP PLATE DETAIL (SINGLE COLUMN) SCALE: 1" = 1'-0" .A Y COl. C1 (BY C.S.) "./ MIN. 4" DIA. SCH. 40 PVC ELBOW & PIPING TO STORM DRAINAGE SYSTEM FROM 12" ABOVE ISLAND (BY G.c.) \ ~~~:~~~~. '... '., ....,. '.,. '-v + (: -= .: := ': :: '". :: .: :: ..,. .',:= '", ~ f 1. ..' ..' ..' ..' ..' ..' ..' *", -: ,.. ~ ': ~ '." :: ,A" := f.",:= a,,:: ,A" . '. .. '. . '. . .. . .. . .. . .. . I ,.. lA' .. I ,.. I ,..' ,.. I ,....' ,.. . . .,.. ~ K"''' 4" dlo. SCH. 40 PVC DOWNSPOUT (BY C.S.) ~ TOP OF' 1Sl.AN~ ^ 1 1/2" dio. )( 36" LONG A 307 SOL TS. 8" THREADED PROJECTION (4 PER COLUMN BY G,C.) '. .'. .'. .1. .'. .'. .':.'. ,.. t ,,,' ,.. I '" I ,.. t ,.. f , III' ": '., .: fa" -= .~ : ': :~ ,a. :: ': :~ la" ~ I. . '. . '. . .. .. .. . .. . .. . "t} , Ill' ,,,' ,..' ,.. I ,..' ,..' ,..' .: f. ~ I. -: ,. -: ,. --: fa" -: fa" ": '-", .. I. : I. .: I. : '. : '. . I. . '. .. ' ,..' ,<II. ,..' ,.. t , . t ...' A' .. I ~ILL W/CONCRETE AROUND COLUMN . '. ~ 3" MIN, COVERAGE) -.' . ~ ' .' ..... SEE SITE PLAN/ , ,'.' .~. I /KrT,:" . ,;. GRADING PLAN . , :.. . I~." '. FOR BOTTOM OF ~....:.. ~ .. ,'!"~. '.~ BASE PLATE REV. ./\ 11.I ". 4. \ '4 TIES 4>> 12 O.C. .. / \ 4. (8) #8 OR .....l/ (24) 15 EQUALLY ~ACED AROUND PERIMETER OF FOOTING c::!::J 2500 PSI CONCRETE _./ BY G.C. @ z ~ oi ", d I ~ 4'-0. SQ. OR 4'-6" RNO. (1.21] [1.37] .1 SECTION FOOTING SCALE: 3/4" = 1'-0. WEB Z l.L I "" o 0 0:: 0.. ~ 0 ~ ~~ -~ ~ ~ tr (/)" ~ ~ w I g~ N . 0""" I C\l . 00 CO . ro '-' W14 OR W12\ "",/ '} J PL 3/4" (TYP) 4" [0.10] 1 1/2" [0.04] .\ TYP. v" W14 OR W12~ ~.-[I'" 1/4V - \ CL (8) 3/4" die. HOLES. ALONG WI- (S) 5/8" dia. x 2 1/2" LG. A-325 BOLTS W/ (8) 5/8" HEX. NUTS & (16) 5/8" 1.0. WASHERS W16 OR W14 \ A=:3 1 /2" , 3" \ 2 1/2" 2 1/2" [0.06] [O.~~] _ ~.06j 1[0.20] , .. '" TYP. 1/411 BUTT SPLICE DETAIL SCALE: 1" = 1'-0" 1:r;;t ~~ ""0 L-I .- 0 l <v- to ci ~ ~}. ,...., .~ I"') ci .... ~ 0 ~ ,...., L-J 0 .,.... d 1: ,....., ~~ ....C! /0 .- L-J S 1[0.034] 1 3/8" 1 1/2" CL (6) 3/4" dia. HOLES. ALONG W/ (6) 5/S" die. x 2 1/2" LG. A-325 BOLTS W/ (6) 5/8" HEX. NUTS & (12) 5/8" 1.0. WASHERS 1 3/arO.034] 1 1/210.04] I . r--'1 ~C'; <v-o -~ 1: ,...., N~ '0 <v-o ~ <v- \ } ~<c <c 'oN .... d<c <c ~ W16 OR W14 }~PL 1/4" x 6" x 0'-10" LG. \ (W16) 4 1/2" ['0.11] (W14) 3 1/2!!. [ 0.08] SPLICE DETAIL 27/a" SCALE: 1" = 1'-0" [0.073] ~o~ u u 2 .,/8" [0.073J 6" 10.15] . . . . / ,~:" J ~ ~ / 1A A SECTION A _ CONDUIT '""7 I,.o~ ~4" dio. HAND HOLE WITH __ ~ ~ COVER & GASKET SEAL-OF'F' PVC DRAIN < D c c t> THIS DRAWING FOR REFERENCE ONLY SEE SHOP DRAWINGS BY CANOPY SUPPLmR 01 .~ ..... u 'i: ..... UJ Q) L CIl ..... -c 01 .;: L Q) .r: +' o "'0 C o +' L 01 .~ a. o u UJ Q) > ... Q) UJ Q) L CIl Q) '0, o o C L U Q) f- L OJ +' o ~ +-:i (/) .... o o (\j ..... .r::. 01 .~ a. o U ~\O :fa .~ :u: o . off ]~ (J~ ~ 0 f-I. ~~ ~~ rFJ ~ ~ Js ~s _11) ~=It <Cll ~~ t) ~~ ~ ~ ~ ~ ~~ ~COl). t2J..c-' 8~aJr. ~ec=o ~=~U 0.. 4-f g OJ~ fj 8 ~~ ~ ~ ~ ;~ ~ J~~ ~~ ~8 o~~ -+730 CI)~] CI)~ 8~~~~ "'0 OJ +' ;Q .c o L- a. Cll ... o UJ ..... C Cll E c 01 'w CIl o L o UJ 0) 01 C o L u en c o :+J u :::l "'0 o L a. 0) 0:::: ~(/J ~r;:I o ~ ~ ..... ~ <U UQ ~~ U (/J -~ ~ ~~ f-t~ "0 Cll ... o a. 0) L a. 0) L 0) == >. Cll .c +' .r::. .~ .r: ~ ... o '0- Cll (IJ o 0. L :J a. L o 0) :+:: UJ -a ,~ 01 ';: o C1) ..c +' o -+-' UJ ..... c 0) E :J U o -0 Cll CIl Cll L +' ~ z w ~ ~ o u >- en ~ <! o > w cr o c: o ~ ~a :t:C\J ~ClO", << C\J '<:t '0(.)..- ;::;.......,.... 01"-' <<~ i~~ wo_ ..-1ij'<:t o.c:O '<:t(.)t::.. - 4-t Q - ~ ~O~ O"~ u i -c: &j)::C: .9 ~ ~ fJ:.t ~ ~ 4-t" ~ C/) ~ ~~tii ~ ~~ o C\1 ~ ~~~ ~ 0 U ~ ... 13 \-' PROJECT #: 103-001 DRAWN: RdB APPROVED: DATE: 10/5/01 C E 1/4"=1'-0" (UON) s AL~: SHEET NAME: CA02 SHEET: 2 :'-- ....;> ~ ~~ .....,..:r~ ~ ~ ~~ ~~ ~ __~ ~ ~~5 h~ ------ \..,t\~ ~ 5\G~ 1'0.: "." fOfl. , ~ .~ 541 t'].. SEE SECllON FOR FASCIA INFORMAllON ::e '< ~ ~ 0\ o ... 8 N ..... .0 N Cl - t 1 ,.. t 1 ,.. b 1 u I ,.. \j 1 #1 Ox1 12 TE'~ 1 1/2" . 1 1/2". 1 , /2" ~ PRE-FABR!CATED IrO~;~ OUTRIGGER MADE wi 1 1/2"x18 GA. ANGLE ;,' AND 1 1/2" 18 G . "Z" b~ .-l.'l d f-I~ \' ---" 'r ~ ~e. ..... '-J MAINFRAME I /I 1 2x 1 , PURUV 10 1t~"xj. j)2 18 G -' -, - - , ~ / TEl< ~E~~~PRENE WASH~ ~r-....,,?// COSMETIC CAULK 3" ~" SIGN GUTTER / [0.08.J/, [.15 SIGN ENCLOSURE ~ ~~ ,q ~o L-.I N EXXON GRAPHICS REFER TO DWG:# 63001-FASCIADET ",- ....V MOBIL GRAPHICS REFER TO DWG # 63002-FASCIADET #8x3/4 MODIFIED TRUSS HEAD 20 GA. TRIM 109 SPACED @ 2'-0" O.C. '/ (CONnNUOS) \ #10x3/4 TEK to ,,,- \. I r- 1 1/2" x 1 1 . '5iJJ 10 33/ ~ / -\\'" PRE-FABRICATED'1 ~ r OUTRIGGER MADE wi 1 1/2"x18 GA. ANGLE AND 1 1/2" 18 GA. "z" 1 1/2"x' 1/2" 18 GA. 18 GA. ANGLE /l10x1/2 TEK 1/2" x 1 '/2" 18 GA."Z" OUTRIGGERS SPACED @ 32" O.C. (WI WIND LOADS @ 106 MPH & OVEII)) 12" LONG BEAD ~,- Or GLUE BESIDE OUTRIGGER AFTER ) b';:' ACM INSTALLAnON 1<0 "-e CONTINUOUS 1\ SIL-PRUF CAULK ;/, H8x1 {2 SHEET ~ I '-0""1 ~ META SCREW DECK.J / Z.t)l - ... /" /l12x1" TEK wi NEOPRENE WASHER --1 '- - .; .~ COSMETIC CAULK ~ '-'" j /. GUTTER /[.,:~ ~ ~ SPECIAL ENCLOSU RE . I \ ",8. OUTRIGGERS SPACED @ 48" O.C. (WI WIND LOADS BELOW 100 MPH A.C.M, TO INSTALL ON TOP OF ENCLOSURE & .32 AlUM.x1 1/4.x1 1/4"x9. LONG ANGLE USED TO STRENGTHEN ENCLOSURE. ATTACHED TO ENCLOSURE AND PERIMETER GUTTER WITH (2) #ax 1/2 SHEET METAL SCREWS. ANGLE LOACTED 24" O.C. APPLY 1/2" UP FROM ENCLOSURE '- J/8" WHITE STEEL POP RIVETS SPACED AT 2'-0" O.C. ACM FASCIA SECTION (SIDE SECTION) SCALE: 1" = l' - 0" ~;::' I~ tr:::'., CONTINU US SIL-PRUF CAULK H8x1/2 SHEET METAL SCREVv SIGN TO INSTALL ON TOP OF ENCLOSURE H-8x3/4 MODIfiED TRUSS HEArt SPACED @ 2 -0" O.C. 20 GA. TRIM 109 \ / /l10x3/4 TEK I_''\. \ / ~ 1 1/2" )( 1 1/2" x PRE-FABRICATED 10 J3/~ I-' ' OUTRIGGER MADE w/ 1 1/2"x18 GA. AN AND 1 1/2" 18 GA. "z" , 5/e" ~ ~041 ~~L! r W" ..II.. 0.01] 1 1/2" 18 GA."Z" ~ 11)' a l.'l O' ~s ~L~~ ", I. 'N8., I~ NI"") I . . 0 ..../L:=.I 12" LONG BEAD OF GLUE BESIDE OUTRIGGER AFTER ACM INSTALLAnON a h 0"- Iq i-')8 CONTINUOUS SIL-PRUF CAULK 18161."xJ.Nc{t" 18 ~ ,./k~ O~ OUTRIGGERS SPACED @ 32" O.C. (WI WIND LOADS @ 1 00 MPH & OVE ) #10.1/2 m<-: ,;/ l' #8x1/2 SHEET METAL SCREW I A.C.M. TO INSTALL ON ~ I 1/2" HEM TOP OF ENCLOSURE ~ ~ I .. I I 1 3 4 .. t-- (0:"04] ACM ENCLOSURE .32 ALUM.x1 1/4"x1 1/4"x9" LONG ANGLE USED TO STRENGTHEN ENCLOSURE. ATTACHED TO ENCLOSURE AND PERIMETER GUTTER WITH (2) #8x 1/2 SHEET METAL SCREWS. ANGLE LOACTED 24" O.C. APPLY 1/2" UP FROM ENCLOSURE '-- 3/8" WHITE STEEL POP RNETS SPACED AT 2'-0" O.C, OUTRIGGERS SPACED @ 48" O.C. (W/ WINO LOADS BELOW 100 MPH i\ , I.... 11' - /jl' ~ ~JA ~~S DECK r--...... - .... --: /'" #12x1" TEK wi NEOPRENE WASH "'-"'" ~....<~ SEE DETAIL CP3 .1 t \:~'(Oz COSMETIC CAULK .- ~:i GUTIER N L:: SPECIAL ENCLOSUR AC~ FASCIA SEC)ION END SECTION SCALE: 1" = 1'-0" #8x3/4 MODIFlED TRUSS HEAD 1 1/2" X 3 It X 18 GA. "''"'.: 1 1/2"' 11/2". 1 ,"" '7" ~ IPRE-FABRICATED "\. ,,~ OUTRIGGER MADE ... "- Iwl 1 1/2"x18 GA. ANGLE AND 1 1/2" "z" :I: ~ G V) IX: Z W ~ ::J: IX: 5 w fu <.:> c.,:) - ~ >< ::) W 0 ~ !z ~ 0 0.. " ^ .I"IS e: ) OUTRIGGERS SPACED #/10x1/2 TEK @ 32" O.C. (wi WIND LOADS @ 100 MPH & OVE~) OUTRIGGERS SPACED @ 48" O.C. (WI WIND LOADS BELOW 100 MPH 1 1/2" X 1 1 #12x1 TEK wi I J ENCLOSURE ~r (BY McGEE) 1/1 1 '2'. ~ IllUMINATED FASCIA SECTION (SIDE SECTION) SCALE: 1" = 1'-0" OUTRIGGERS SPACED @ 32" o.c. (wi WINO LOADS @ 100 MPH & OVEI:I) OUTRIGGERS SPACED @ 48" O,C. (WI WIND LOADS BELOW 100 MPH #8x3/4 MODIFIED TRUSS HEAD 1 1/2" X 3" X 18 GA. ANGbf-- 1 1/2" )( , 1/2" X 1 t/--2-" "Z" PRE-rAB ICATED OUTRIGGER MADE ~ wi 1 1/2"x18 GA. ANGLE AND 1 1/2" "z" ~ '...... ~ O~ / 1/ ~ ~ (/) <.:> er:: z w [- w ~ ..J I' er:: a ,.....,0 W '(<0>- ; a ';;) g .CO 0'1.0- c...S........ I . I?: >< I Ir-t ..... 8 ::) ~ 0"'- 0 l1.. 1m !z <( i-') ~ ~ 0 " . ,- - e: #10x1/2 TEK I. 1 1/2" X 1 1 J 18 GA. TRIM ATTACH TRIM wi #8x3/4 MOD. TRUSS TO ATTACH AT EACH OUTRIGGER WHITE A.C.M. (BY OTHERS) ~ Jt II 1 1/2" ~04] 18 GA. TRIM ATTACH TRIM wi #8xJ/4 MOO, TRUSS TO ATTACH AT EACH OUTRIGGER I _ '-/ .. - - III 1 r1 ~.!.1 t;:1 b~ 1~2. I . I -, 5-5 11'7 I.......q . 0 DECK..J J [0.99]~ _ w ...-c:.,_ _ WHITE A.C.M. /? ............ " ~ (BY OTHERS) /I 12x 1 TEK wi NEOPRENE WAS I J..........- '- , r n -Ii ., " COSMETIC li'~'I" 4" j"-#8x1/2 SHEET METAL SCREW CAULK /[.11.) :ct1O] SEE DETAIL CP 1 1 Al' ,. _0" GUTTER [0.04] [0.30] i 1'-6" [0.46] I ~L ~ J ENCLOSURE .- --: , ~ (BY McGEE) coS I-r-~' [~~. 'fl ~ 1/2" [0.04] I LLUMINATED FASCIA SECTION (END SECTION) SCALE: 1" ::: 1'-0" THIS DRAWING FOR REFERENCE ONLY SEE SHOP DRAWINGS BY CANOPY SUPPLIER y 1~ .~~ ~.a j~ !J~ ~ 0 ~. ~ _5 ~u ~~ en ~ ~ ;f~ ]~ ~:tt ~OD ~~ .t:: . ~~ ~~ ~ ~ Q ~~ CYOeIJ · e I. I. c.. 8~~&. ~ ~ = 0 ~=~U (l) ~ 3 ~~ < 9 ~(9 ~ ~ ~ t>3 ~ i~~ ~~;9 ~~~ ~~ g~.g~~ ..,..U rl,)B]~- (J)~ 8~CS~~ 1J OJ ..... ;9 .c o L- a. OJ L- o t.1 .... C CLl E c: .~ t.1 t.1 a L- o Vl OJ 0' c: a .I.: u ~en Q.c~ o ~ = ... ~ GJ U~ ~~ U en .,.... = ~~ ~~ NON ILLUMINATED FASCIA SECTION AT RECESSED SIGN (SIDE SECTION) SCALE: 1" = l' -0" ~~ .. - flf /.... .n" I . 0 DECKJ 7rO..A111 IJN NEOPRENE WASHffi" /"---,,, -1\ V. COSMETIC CAULK J I r-----:: 1\ -../ ~ 2 "" #8x 112 SHEET METAL SCREW GUTTER ' [0. f ] ~ .v.h] Vl c .9 +' u ~ u o L- a. OJ CY u CLl L- a a. CLl L- 0. (l) L- OJ ~ >, Q) .c +' .I.: .~ J:: ~ L- o 4- CLl Vl o 0. I.- ~ 0. I.- o CLl ...., Vl a c 0' 'C o CLl J:: .... o .... Vl .... c Q) E ~ u o u OJ Vl OJ J:: +' CTl c :;:; u 'C .... tIl CLl L- tIl ..... .c 0' 'C I.- OJ J:: .... o \J c: o ~ z w ~ :::! o () +' .c 0' .~ 0- o U >- en W I- < a Vl CLl > L- OJ Vl CLl L- :> w 0::: u c C) ,.... C\lC') Q)o :SC\l en cor-.... _ N "<:t "Cu~ ~ZTj" en -:J: 'Ri~C') ~1i~ ~Gt:::, . 4-4 ~ . = ~O~ o .,.c ~ U ~ .~ ~~ .9 4-4 ~ P'-4 ~ ~ ~ = C/) ~ ~~t\1 ~ ~~ o ~ ~ ~~~ ~ 0 U ~~ ~ " PROJECT #: 103-001 Vl ,~ 0' o "0 c .I.: U CLl I- DRAWN: RdB APPROVED: L- CLl ..... a ~ DATE: 10/5/01 SCALE: 1/4"=1'-0" (VON) .... (J1 SHEET NAME: .- o o "'l CA03 .... .I.: 0' .~ a. o U SHEET: 3 9" '-4 1/32" MITSUBISHI "ALPOLlC" OR "REYNOLDS" ACM MATERIAL FLUOROCARBON 75% GLOSS t-9' (2) 8' D/HO LAMPS REQ'D. 23" COPY 3'-0" 3'_0" ~ <( :8 ~ It') a.. o 8 N ~ N () ... t .. ~ 8 ,. t I u ,. fl1 I u ::J: u e .8 ,. (j ~'2' 12" -20" F. RATED BAlU\ST TO BE LOCATED IN THIS AREA ~ ALL CORNER EDGES TO BE Sc:AM LINE AFTER FORMING \ ~ SECTION AT LOGO SCAlE: 3/4"...1'-0. , 4 1/32" 80% GLOSS ALUMINUM FOR MAXIMUM REFLECTlVllY ~I (2) 8' D/HO LAMPS REQ'D. (CENTER LAMPS HORIZONTALLY IN LIGHT BOX) 12" 12" -20" F. RATED BALlAST TO BE LOCATED IN THIS AREA ~ ALL CORNER EDGES TO BE SEAM LINE AFTE!~ FORMING \ INTERIOR OF SIGN CABINET SCALE: 3/4....1'-0.. r (2) 1/4" DIA. DRAIN HOLES REQ'D. II .13 \ "- (3) SOUTHCO FRASTENERS 0 BOTTOM BOTTOM VIEW - SECTION AT LOGO SCALE: 3/4.".1'-0" 3 3 3 RIVET HINGE TO FACE PANEL ON 8" CTRS, ~ MAXIMUM DRAFT 3 DEGREES 12'1 r CONTINUOUS HINGE ACROSS BACK 3 3. TRANSLUCENT WHITE RETURNS TRANSLUCENT "MOBIL" BLUE FACES TRANSLUCENT WHITE RETURNS TRANSLUCENT "MOBil" BLUE FACES RIVET HINGE TO BACK STRUCTURE ON 8" CTRS. BLUE/RED TRIMCAP SIMULATION l-....j f--6' LIGHT CABINET 6" PUSH- THRU LETTERS WITH MOUNTING FLANG~ I---- ~ I .. u_GLE IRON, 1/8 X 1 1"6" LIGHT CABINET 6' PUSH- THRU LETTERS i- END VIEW X 2 PAINTED WHITE TO MATCH ACM @ LEDER ~~~.~7.-o"- SIDE y CROSS ~~)4~~-o" AT LOGO SIGN BOX I' 12" 1 BULBS v C'.j - ~ 1/4" BEVELED POLYCARB OR ACRYlIC CONT1~UOUS IllUMINATED BLUE FLEXIBLE FASCIA 1/2" BEVELED POLYCARB OR ACRYlIC TO F'ORM CONTINUOUS ILLUMINATED CORNER Q:;) SAMPLE ILLUMINATE~C3~,~~~R. TOP VIEW INTERNAL c:9 Continuous Hinge Q;) FULLY ILLUMINATED CORNER SCALE: NONE 9" WHITE ACM WITH HEMMED OVER EDGE TO OVERLAP AND BE FLUSH WITH FRONT OF LOGO PANEL Rivets FASCIA TERMINATION NEXT TO LOGO TO HAVE SOLID BLUE COVER (lYPI CAl) CROSS SECTION AT LOGO SIGN BOX - DETAIL SCALE: 3/4-:011'-0- FASCIA TERMINATION ADJACENT TO LOGO TO HAVE VERTICAL CLEAR PRISMATIC ACRYLIC (lYPICAl) Q?J MOBI;CA~S~? CORNER THIS DRAWING FOR REFERENCE ONLY SEE SHOP DRAWINGS BY CANOPY SUPPLIER u .s\O 1tS'~ .~~ ~.a j~ CJ~ ~ 0 ~. ~ t: ~~ ~ ~.J 'l:2 ~ (J) ~ ~ ~'f"'4 -e~ ~~ ~:u: <0:0 ~~ '5 . "'d~ ~ ~ ~ Q ~~ ~OOJ.) · e.J.Q. 8~QJ- ~ ~ = 0 ~=~U -0 a) ..... .D -'= a L- 0.. a> I..- a V'l +"" C a> E c 0' (/) (/) a I..- a V'l a> Ol c o .r: u ~~ o ~ a QJ uQ '"a~ CJ (/) .,.... = ~~ E-c~ U1 c ,52 +"" u ::J u a I- 0.. a) ct: -0 a) I..- a 0.. a> l..- n. a> I..- a> ::= >, a> ..r:: +-' r. .S: .r: ::= I..- a '+- a) en a 0.. I- ::J 0.. ~ ~~ ~~ oo~ I- o a> +' 'tij o c Ol 'C o a) .r: ..... a ..... en +' C a> E ::J U o u a) V'l Q) .r: ..... Ol c 4:J u 'C ..... en Q) I..- en ..... .r: 0' 'C I- a) .r: ..... o u c a (/) I- Z W 2 ~ () u ..... L 0' .~ a. a u U1 Q) > l- a) U1 Q) I.. >- co ~ <( a ;> W 0:: u c o or- NC"') (1)0 3N (1)00,,- ~ N-.:t' $!uor- -z"- CO ~ ~ 11~C"') UJ"l:::- or-t'd-.:t' o.cO -.:t'uC . ~ Q . ~ &g~ O""~ u i.d ~~ ..s ~s~ ~ ~ ~ = CI:J ~ ~~~ ~ ~~ o ~ ~ ~ ~ QJ ~ 0 ~B '-+-4 ..... ;:1 '-' o B ~ < 0 a ~ ~ 8 1~~ ~I""-I""- ~g.g~~ f/.Ialat=:'t=:' ~'S .....00 Orl:lO~~ PROJECT #: 103-001 en" .~ ~ o (5 c .r: U Q) ~ DRAWN: RdD APPROVED: DATE: 10/5/01 L- Q) ..... a 3: SCALE: 1/4"=1'-0" (VON) ..... Ul SHEET NAME: ,- o o N CA04 ..... .r: 01 .~ a. o U SHEET: 4