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') .02'2/'16" W 14J.22' OESG . W<....-~.".-~,,4_ __ ._..~.... '/ !.~9;"'OE..SC~ .~"'___._ ........ , . ' 9 D€SC S 02 ,~J ~ 6" W 14.124' DESC __ J .--'-'--"'9.-1' __.____ ..., _ Ll0 S 0224 1;J- W 14J4J' MEAS ~ l~ -P.O.B · u I~~ I 51 In ti... ,J J I f I / W()()[)E 0 Af?E/\ L()vV LI\^IO~; fCLF I / / / / I I' I / -........... " "- " fOP OF l.WIK ./ -- CURVE CcMNTRAL NO, ANGLE C I 99.09127' C2 15.0010011 RADIU,5 78.00, 7''35,94 I AR(; LENon., IJ4.99' 197.9 11 CfIOR{) TANGENT BfARING DISTANCE 91.581 N .3J059'26" W 118, 761 OESC 99.52# N 08005,/111 E 197.341 DESC / / / / \ l-t J ;:: .~ j ~ ~, >. '- 1 0:: LlJ ..,..., ~ :~ f.r ~2 <- ~ () <;) l2 l is C) ~~ ~ .. Il)<< 'J f'\J ()) ( ) (1) .. ~ ~ ~ ,'~ 't 't ~ 'J- ~~~ ~ ~ .....1'- ~ (..) ~:Q ~) (-~ .- 0) ~ ;)) ...... (J) (0. (() O)~ <co.. ~ . 1 :J , ". ~) r)p "". " · -''''-J21\ - (- J , :~U ....... -. ...... T- ,~, ~ ! ~ i ! ~t I I i ! i '" ~I \) f I ppt;/ I ,~ 'i I ),1 :l: () ~tJ ~ () l~J ,~ 1) PI'? I ~) () I ~ I ,1 ~ l4J I, '.J :'t: \) ..- '-JJ J. - 2J.2"'f p~ FNO. .$$ X 4. e.\1 PN}J '~~65 -I ~ 'll I~ ~ f\ ~ ~ ~ ~ ~ ~ 8 ~ ~ ~ 1 -- fJ . () . B -u.----+~~~ '- ~I 00',1.5', 811 E 113.5.01' OESC I- . '7 ~-='::::_-'------:S-f ~--f ---______. ~~... GRAPHIC SCAl_E~ 0' 2~ 50' 100 I 150 ' 1N = 501 LE'GE1ND 1 . ()()) [)E4SC 50,04' OE,5(; 50. ()rt' ()E-S(,' ,50.04' ~tf[;'S 46.41' DESC 16.4,5 J [)[:~:;(; 46. '19' I\IE:/"S 16.27' OESC 1 6.2,5 J lJE:JC , 6. 2 ;1' ~11l ~ t' S 49.50' DcSC t~.9. 50' l)[~;(~ 49.61' ~,IE}t) 42.901 fJESC 42.90' DE~("3(; 42.7(3' AfEA,) 57, J9 1 DE,SC 5 ;1. ,:58 I UE~)'C 57"36' ~;f[.I\S 5(). ()O' OE.~;C' I J. 00 1 DES'C ',3.001 Or:.5C\ 12.94' ,\1E1tS I J.50' OES(; 13. ;30' [)[ \ I ~ , Jo 4(] I I\~[AS 13.001 DESC I ,5, () 0 J [) E' S' (/' 1 J. 00' A-fEAoS ! ,J. '50' fJE() C" 1 JtOOI ()E~SC 1 ,,5. ()()' 1)[~;C' 12. 971 ~'[~\5 15.001 DESC I!). 00' OE',r;C: 15. 0 " 1~/fj\S 1 \3.001 DESC 1 ,5.00' I)E',~) C,' I 2. 6 " ~I u\ S 1 \'). 00' OES'(/' 50.00' [)[.SC 1.96' OE.S'C OE? ~ 80 r ro.\1 r)F fJANK Be -- {JI\eK OF (;IJf?8 .~'+ '- [)AC~KFL()~Y FJf?EVEf.JrEfl 8~1 ~- [J[f'.JG'fIA'fAI?K lJrJ(' ~- OIJ/?/ED fJ()~'IEr? CAfJLE G'A L C -- C'A L C lJ l.J\ TED C'&Af "- G'ALC'Uu\ rEf) &: ~f[j\Slj'(EO L\ .-- (:;E:~N rr?AL AI'IGtE CFJ~I - C()"/C'F<f: rE f3tf)(;:< ~/ALL c r - CONC'f?E r[ "-l...lJI\(lf: Cfl'll -.. (;O"J(;/?E: T[ IIE.AD ~VIH.L C~f. -- (;fll\/f\J LIi'lk f:E"'C[ 1; - (:f;:", rE/?LI"JE (:At -- C(),..'Cf?E rE A/()I'llJAIEJ'1 r C,\lf) .- (~ORRUGA rED ME rAL P/fJ[ co - Ct..E;\.'" au r COi'IC - C()/,/{;r?Ert- C.'()VO -- COV[[?E[) (;/J -- C()f'ICRE ft.- 1JAr) C'~Y ~ C(J"/G'R[ f[ WA'-K~VA Y O&AI - DEED/rJE-Sr; &: A/fJ\SlJ/(Ef) DE -- [)/o\/"',t\(JE t~'5[fvl["J r OESC' --.. O[.t';CRIP rlr)", ~1] .- DIJ~IJ)SrEF? 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M()I'J/ rORIN(~ '1IEl.L /'/(!, 0 -- /'IAIL ,/?{ DISK 1'1 rs -- "It) r ra SCALE r)/ IE - ()" Er?fIDU) fLEe'rr<I(; ()L ()/', LINE Ol<[] - ()rr/(;IAL r~EC()RD,S FJ()()I< (fJ) .- (->LA r f)C '- F)OIN r OF ClJf?VA nJf?E rJEF) - PER E:.-~/GI"JEE-'?/""(J {-lL)\/"S PC ~- PAGE PI - P()/N r ()F If'I rEr?SE~C' rf(JN P()F1 ~ FJ()'I'J r OF 8[(JIf"I'I/f'IG 1>0(; -- f->()/", r OF- (;()A1~,(E"IC[ME-," r F'f) - F)()~VEr? PC){.E fJS " !.)Af<K''',() SI)I\G'ES I..} r POIf" r ()p' rA"'(JE~/(;Y PV(,.' --- Pi ;\5 Tft..,' rJ/fJ[ l? -- CIJ{<V[ r?A()IlJ~) I?CF) - f?EIf'IFORC'EO C()I'JC/?[ r[ [.}/jJE f?/~Y -- 1~/(;} I r OF ~YA Y SI\N - ~)A/'II r Ar?'( t'''IE Sf" - s/(:/', 00. Of) - - sP() r ELf:lI/\ fl()/V -- 5C -.. .. <; r()r<MI"Of~Alt'J L'''''[ S r,\'1-1 S (r)f?/'A A'ANII()LE [@J] " rof?M INLL7 f8 -- Tor) ()f-- BA"'K rFJ rr?;\rF/{; POLE - rf?AFF/C' SICI" rf? - rELE.f)fl()I'JE (<ISEf? rso -~ rr(AFFIC SI(JI'/AL EJ()X rs~v ~- TI?AFJ---/c' ~)/GNAL ~YI{?E TV ~ GAIJLI: rv 1?/SEf? rtF) - - fYPI(;AL' UE -.. 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S 68.',3118)1 E IV 6(J - 40 ',5211 W S 68. 04 '5()" [ S 79.,3912&1 E 1'/ 130 · () f.; '2 9 11 Vii ,5 /9. 4() 'J6" E. 1'1 ()().08' 4 2" ~I N 89.411211 W f'J 88 · 50' 1 ~)" vV N 1?9 ^ 15 'O[jIJ ~, ,5 01.J7'27' W os 0 1 - 09 '4 !" vV S () 1 · 40' '51# ~I ~S 89.411271 E .::- fJ ,~j · 05 () , , 9" t~ S ~3(). 50'55" E- N () 1 · () 9 J 1 I" E- N 88"56156' W N 89 · 2 4 , 4 ;{ " Yi/ ,,, 139" 06' '511 ~I S 01.0J10411 W os O(). ,5 ,5 , , '3" ~v SOl · '0 10 III ~v .S 88.56'5fJJ E ,S Er9# 2'~' 42J1 E- S 89.29'22" E~ N 00.,3!)' 181' [ ,5 0 ,. (J.3 'OltH ~y ,5 01.J7'27" W , I F?ETENTlON AREA " \ \ \ \ "I \ --."...... . I ~~ .. __ '_ _'_' ._ _. ._ _.. _ _ . . __ .. _ _._ _ _ _. __ ___ _ _. .. . '__ ~_ _'_ __ ) OL. -~N~~ 5~i;oj=;04ir'E'::== 6J9]jlD~C:'=---' .1- , .. 2 ,cum) & currER N O,.o.J~O.J." E 800,00, OeSC N 01,0255 E 639. 16, MEAS ---.---- '"---~--.---".-----.. ..-.-'-.-_a_---._,__~ .~---.--_t;_-----.~ EA~'!..ERL~3..(W.._!:!~!:..:___ ..~) "... -~ N 01'0310411 e 4.j8,08i DESC _ 2 ,CURD & GUrrrl? "~ 'Jl O/f/c,/tV.IJL AJ/({.'5E...lJ _fE>Jt.. t2r //110') ;:t.dt1!/cJA (50~ R/JY) L IL'I-II'I5 t;~ 0 -I'S://./:-'; t/.A.. Y;tJr"r I t , 1<) i,) I ~ ~ CJ I , I E/Fl-\ ~j)r--r -L_ I '1 ~ b{9,6.... :J 8 ~, ~ ~ ~ I i iO~2' Lj ;~ I~. ~ ;~ I ~ ~). '~/' I?i J r ~, f:\, l~ I I I , I , I *1 I I f I I ~~ I I , I I I rpr ~. 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'OATE.-:---TtI127oo--- CF# 16-."29~-18 DRAWN BY: RCJ .---- ----. -~----_.~--_.-.. -. ~---- ~ ---,---_._-- ...-.--- -- ----- .-----.-.--.------.---- ------..- PF?EPARED FOR: MDM SERVICES, ING'f. [~~~~~-~-~~-i~--.--------.--.-~~-- {}lEAI<WAILk: FLORIDA (SEC. 18-29S-16E) 18-29'-~ 16 ~~.d-~ll1T lJlb-_n6 ..~.....tIU"~~J""~,,", :.i:~Ilf!In.~~~~~~>yj L 1 t.- ~.........,. . 007f3 - :J07()~C\.." PLT - :,~/g/02 1 .52 :34 p~'j r--~='--------- GENERAL SITE NOTES 1, ALt_ CONSTRUCTION MATERIALS AND TECHNIQUES OF INSTALLATION SI-1ALL MEET PERFORMANCE VALUES OF THE MATERIALS SPECIFIED AND APPLICABLE CODES. 2. -rHE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT THIS PROJEC-r IS CONS-rRUCTED IN ACCORDANCE WITH THESE DOCUMENTS AND IN COMPLIANCE WITH CODES INDICATED HEREIN. THE QUALITY OF WOf~KMANSHIP AND INSTALLATION OF MATERIALS SPECIFIED BY -rHE ARCHITECT ARE -r~'-1E RESPONSIBILITY OF THE CONTRACTOR. THE ARCHITEC-r WILL NOT BE ~fEL_D F~ESPOf\JSIBLE FOR ANY SUBSTANDARD OR INSUF-FICIENT WORKMANSHIP, MATEF~IALS) OR SERVICES PROVIDED IN THE EXECUTIOf\J OF ANY PHASE OF CONS-rRUCTION OF T~fIS PROJECT. ,~). ALl_ MATERIALS ARE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S F<EOlJIF~r~tv1EN-rS. THE GENERAL CONTRACTOR SHALL EN~;lJRE T~1A-r ALL ~~ANUFAC-rURER'S WARRANTIES WILL BE HONORED. L1t., Al_L CC)f\JDI-rIONS S~fOWN -ra BE "EXIS-rING" SHALL BE VERIFIED IN THE FIELD F3Y THE GEf\JE=RAL CONTRACTOR PRIOR TO S-rART OF CONSTRUCTION. ANY DISCREPANCIES Sr1ALL BE NOTED AND SUBMITIED TO -r~-fE WAl_ --MART REALTY (~C)NS-rRlJ(~.rIOf\J MANAGER AND THE ARCHITECT FOR F~r=\/IEW. C~-1ANGES TO THE ()r~IGIf\JAL_ DESIGN OF -rHE PROJECT DUE TO EXISTING ~)I~rE COr\JDITIONS MUST BE~ l-\pr~r~O\/ED E3'( BOTH T~1E CONS-rRUCTION MANAGER AND Tr-~E~ ARCHITECT PF110r~.. -ra MAKING ANY CHANGES. -r~-1E (~ENt:F~Al_ CON-rF~A(~-rOR S~~ALL BE RESPONSIBLE F()f~ HAVING A THOROUGH <f\jO\~/L_EDGE OF- EXISTING FIELD CONDITIONS AND OF ALL DRAWINGS AND SPECIF-ICA-rIC)NS RELA-rED TO THEIR FIELD. THE FAILURE -ro ACQUAINT HIMSELF \~/I-r~-t -r~1IS F)ROJEC-r AND HIS FIELD OF SERVICE SHALL_ NOT RELIEVE HIM OF Af\l\( f~ESP()NSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL ~~OMPEf\jSA-rION S~1ALL BE ALLOWED DUE TO THE GENERAL CON-rRAC~rOR'S F-AIL_UF~c~ TeJ CONVEY -rHE NECESSARY KNOWLEDGE TO FAMILIARIZE WORKERS 1-\f\JD SlJBCC)N-rRAC-rORS WITH TI-1I5 PROJECT. (5. rHE~ GE~~~ERAL CON1-RACTOR SHALL BE RESPONSIBLE F-OR INSURING THE SAFETY O~- ALL PEF<SONS ON THE JOB SITE AT ALL TIMES INCLUDING (BUT NOT LIMITED TO) SU8CONTF<ACTORS, WAL-MART PERSONNEL, VENDORS, DESIGN STAFF . r~f<OFE~SSIONALS AND If\JSPEC-rlON PERSONNEL. 7. T~-iE GENERAL CONTRAC-rOR SHALL PROVIDE DUMPSTERS) POR-rABt_E TOilETS AND TEMPORARY POWER FOR UNRES~rRICTED PROJEC-r RELA-rED USE BY OTHERS FOR THE DURATION OF THE PRO\JEC-r. 8. r-~1E GENERAL CONTRACTOR SHALL COORDINATE PROJECT PHASING AND S-rORAGE OF MATERIALS WITH THE WAL--MART REALTY CONSTRUCTION MANAG ER. 9. fHE GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, S-rORING A~JD PROTECTING OF SAM'S SUPPLIED MATERIALS AND EQUIP~AEN-r UNTIL IT HAS BEEN INSTALLED AND ACCEPTED BY SAM'S EXCEP"r FOR Tr~E CANOPY AND CANOPY LIGHTS. /// --~-- [~~_.~---~~~~~-=- 1 O. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE AREA CLEAN AND FREE OF DEBRIS AT ALL TIMES DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL POWER WASH THE ENTIRE FUELING STATION CONSTRUCTION AREA PRIOR TO TURNOVER TO SAM'S. 11. EXISTING PAVING THAT WILL REMAIN AFTER CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE. AREAS OF EXISTING PAVING THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE SAWCUT,THEN REMOVED AND REPLACED. 12. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL PUBLIC AND PRIVATE UTILITIES, INCLUDING IRRIGATION, SPECIFIC TO THIS PROJECT PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION. SrfOULD ANY UTILITY REQUIRE RELOCATION) CONTIRACTOR SHALL COORDINATE WITH THE CONSTRUCTION MANAGER AND THE ARCHITECT. 13. SAWCUT AND REMOVE PORTIONS OF EXISTING PAVING ONLY AS REQUIRED TO INSTALL NEW UTILITIES OR TO CONSTRUCT FU ELING STATION PER THIS PLAN. REPLACE PORTIONS REMOVED TO MATCH EXISTING FLUSH AND SMOOTH. 14. PROVIDE TEMPORARY FENCING, MINIMUM 5' _0" HI GH, AROUND ENTIRE AREA OF CONSTRUCTION. FIELD VERIFY EXACT LOCATION ANJD SPECIFICATIONS OF FENCE WITI-1 THE CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. ATTACH "COMING SOON" SIGN TO FENCE (REFER TO SIGNAGE DETAIL SHEET IN ARCHITEC-rURAL PLAN SET FOR SIGN TYPE). REMOVE FENCING AT COMPLETION OF PROJEC-r AND PATCI-f PAVING AS REQUIRED AT FENCE POST HOLES. 1 5. THE GENERAL CONTRACTOR SHALL CONTACT Tl-fE CONSTRUCTION MANAGER FOR THE FUELING STATION PRIOR TO T~E START OF CONSTRUCTION TO COORDINATE THE EXACT SCHEDULE OF ALL ITIEMS THAT WILL BE INSTALLED BY THE NEW\RELOCATED CLUB CONTRAC-rOR. COORDINATION OF CHANGE DIRECTIVES ISSUED FOR THE NEW\RELOCATED CLUB SHALL BE -rHE RESPONSIBILITY OF BO-rH THE GENERAL CONTRACTOR AND THE CONSTRUCTION MANAGER. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO VERIFY THAT HE .HAS IN HIS POSSESSION THE CURRENT DRAWING I DOCUMENTS FOR THIS PROJECT. 16. THE PROPOSED CANOP~)/ COLUMN FOOTINGS SHALL BE PROVIDED BY AND INSTALLED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COOf~DINATING TOP OF FOOTING ELEVATIONS TO ACCOMMODATE ALL NEW UNDERGROUND PIPING A~~D DISPENSER SUMPS. SEE ARCHITECTURAL PLANS FOR FOOTING ELEVATIONS AND INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THE CANOPY COLUMN ANCHOR BOLTS ARE STRAIGHT, CLEAN, AND CORRECTLY LOCATED PRIOR TO THE ARRIVAL OF THE CANOPY INSTALLATION CREW. 17. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE. ~ ~ GENERAL GRADING NOTES GEN ERAL UTILITY NOTES INDEX OF DRAWINGS 1. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXIS-fING GRADES AND VERIFY PROPOSED GRADES PER THIS PLAN PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALl_ BE SUBMITIED TO THE ARCHITECT FOR REVIEW. THE PLACEMENT OF ANY FOOTINGS OR NEW PAVING BY THE GENERAL CONTRAC-rOR WITHOUT VERIFICATION OF EXISTING/PROPOSED CONDITIONS SHALL INDICATE THAT THE GENERAL CONTRACTOR ACCEPTS RESPONSIBLITY FOR COMPLETED WORK. SHOULD ADDITIONAL COSTS ACCRlJE DUE TO NEGLIGENCE PERTAINING TO VERIFICATION OF EXISTING/PROPOSED SITE CONDITIONS THE ARCHITECT SHALL NOT BE HELD ACCOUNTABLE, AND THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELATED COSTS. 1. PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR SHALL VERIFY THAT "STUB OUTS" FOR POWER, TELEPHONE, FIBER OPTICS, WATER AND SEWER (IF APPLICABLE) HAVE BEEN PROVIDED BY OTHERS AT THE AREA ADJACENT TO THE KIOSK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CONNECTIONS AT THE KIOSK. GENERAL C-Q COVER CIVIL SHEET AND INDEX CIVil ffi SURVEY C-1 OVERALL SITE PLAN C-2 DEMOLITION/EROSION CONTROL PLAN C-3 SITE/DIMENSION PLAN C-4 GRADING/PAVING PLAN C-5 UTILITY PLAN L-1 LANDSCAPE PLAN 5. ALL ASPHALTIC, CONCRETE, AND BASE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE STANDARD SPECIFICATIONS FOR TYPE AND COMPACTION DENSITY. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SCHEDULE FOR INSTALLATION WITH THE UTILITY COMPANIES AND WAL-MART REALTY CONSTRUCTION MANAGER. ALL EXISTING CONDITIONS THAT ARE REMOVED OR DISRUPTED DURING THE PLACEMENT OF NEW UTILITIES SHALL BE REPLACED OR REPAIRED TO MATCH ORIGINAL CONDITIONS. ANY EXISTING UTILITIES DISRUPTED DURING PLACEMENT OF NEW UTILITIES SHALL BE REPAIRED AND OPERATING NORMALLY THE SAME DAY OF DISRUPTION. ITEMS THAT MAY NEED TO BE REPLACED OR REPAIRED INCLUDE BUT ARE NOT LIMITED TO: EXISTING ASPHALT PAVING. EXISTING CONCRETE PAVING, WATER LINES, IRRIGATION LINES, GRASS AREAS, LANDSCAPING, SITE LIGHTING. THE GENERAL CONTRACTOR SHALL FIELD VER~IFY THE EXACT LOCATION OF ALL EXISTING ITEMS THAT Will, BE DISRUPTED DURING THE PLACEMENT OF NEW UTILITIES AND PROVIDE THE WAL-MART REALTY CONSTRUCTION MANAGER A DETAILED PHASING SCHEDULE OUTLINING THIE TIMELINE FOR INSTALLATION OF NEW UTILITIES INCLUDING THE PROPOSED TIMES THAT EXISTING ITEMS WILL BE DISRUPTED. THE NEW UTiliTIES TRENCH WIDTH AND DEPTH SHALL MEET ALL LOCAL AND STATE REQUIREMENTS FOR THE PLACEMENT OF ALL UTiliTIES. IF DIRECTIONAL BORING IS USED FOR INSTALLATION THE ABOVE LISTED ITEMS ARE STILL REQUIRED TO BE SUBMIITED TO THE WAL-MART REALlY CONSTRUCTION MANAGER. TO BE USED IN COORDINATION WITH ARCHITECTURAL PLANS PRODUCED SPECIFICAllY FOR THIS PROJECT BY HARRISON FRENCH ARCHITECTURE 2. THE GENERAL CONTRACTOR SHALL FINE GRADE ALL AREAS OF DISTURBED SOIL AND IS RESPONSIBLE FOR THE ESTABlIS~'fMENT OF ALL SPECIFIED LANDSCAPINGi'AND GRASS. FIELD VERIFY THESE AREAS WITH WAL-MART REALTY CONSTRUC-fION MANAGER. 3. THE GENERAL CONTRACTOR .SHAlL ENSURE POSITIVE DRAINAGE AWAY FROM ALL FUEL DISPENSERS AND PROJECT AREA. 4. THE GENERAL CONTRACTOR SHALL PROTECT ALL NEW CONCRETE PAVING UNDER THE CANOPY AND THE TANK SLAB FROM 1.,RE MARKS AND DAMAGE. 6. THE FUELING STATION. SHAL~' U-rILIZE THE RUN-OFF WATEr~ COLLECTION SYSTEM FOR THE SAM'S CLUB. 7. THE ELEVATION BENCHMARK FOR THE FUELING STATION SI-fALL BE THE SAME BENCHMARK AS FOR THE SAM'S CLUB UNLESS OTHERWISE NOTED. SAM'S CLUB #6240 2575 GULF TO BAY BLVD. CLEARWATER, FLORIDA UTILITY 'COMPANIES: VICINITY MAP N. T. S. ELECTRIC FLORIDA POWER CORP. GARY HAIRE 2166 PALMETTO STREET CLEARWA TERJ FL. TELE: 727-562-5656 Cf\BL'E 'TIME' WA'RNtER COMMUNICATIONS SCOTT .CrREASY.' · . ;; 11500 9TH ST. NORTH ST. PETERSBURG, FL. TELE: 727_803_5053 TELEPHONE: GTE ENGINEERING DEPT. STEVE SKINNER 1280 E. CLEVELAND STREET CLEARWA TER, FL. TELE: 727_562_1126 GAS COMPANY: TECO PEOPLES GAS TOM WH EElER 1800 9TH AVE. NORTH ST. PETERSBURG, FL. TELE: 727_826_3300 X73230 ~o~ ~ ct: iE @ I ~ ::J :) ~ o ~ 0'(\~ co~ DREW STREET CLEARWATER GULF TO BAY BOULEVARD - HIGHWAY 60 ~ ~ ~ i I ~ N eJ )... ~ ~ DRUID ROAD :r: GJ S2 OJ :t: ~ OLD TAMPA BAY BELLFAJR ROAD .\..........,...1.'"" ..,..,'. i ~ . .Y.' ,: ~ l~ " f <) eorwo er ~ or I o , \. HARRISON FRENCfl ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501/273-7780 ):. LD ~~ (()..- ,0) f"..1 ~~ lir;) .~ ;~ fa ~ a.. w ~ a. ~ :5 a. ~ Q) (Q x o en d a.: SAM'S WH OLESALE CLUB SAMS CLUB FUELING STATION CLUB # 6 420 CLEARWATER FLORIDA SAM'S CLUB 608 s. W. 8TH STREET BENTONVILLE, AR 72712 Sheet contents: SITE PLAN APPROVED CASE#B~ 07-o--C-'fJ' CAS E TYPE ~_ , ________ ORe DATE _~_-l L( · 0 ~ COB DATE -- _ SIGNATURE . ~--------- DATE _I. l ~ · " -c Drawn BY: WJL CheCked BY: P.O. ReViSions: 1. ReVised index to draWings per HFA comments 11/28101 WJL ~-:-~"'lJ.'t !:'&'......,. l1"'-i1 -~ project Number: Date: Sheet: WF0029 j~..- :'--::.::':~;-'~'" j!('t"~~h''''''''''''' .1.'r~fl>''';e: r..... ~r_, ",' ....... ~ r<ll - ~... OM ""'" . ~ _ J; I \ '\ 112f1'4:""01 i' ,T""(';;.!-fI:~l:I~~i~i ;1/ ,l f :' I ! t \ ~ ; I P , r ~" .~ I ~ J I , I ~\ ; ; i - , , ! Copyr I Qht 0 ~.i r~ . C:I}~\; "':~;() 7f~,-Cl r:'LT - tU::3i02 15234 PM Ik_~+'_______"~' _.. ----~---------- ......... PLAN NORTH ---- TRUE NORTH SOUTH R/W LINE ~ -.-.-.~ N 89'42'4J" W 180.00' DESC ,~ ~ 0" ~ ~ "THE REGENCY" PLAT BOOK 85, PAGE 18 ~ <;~ [Tf8a ~~-: ""< ..0 ~~~ <:: ~C ~rrt~ ~ rt] ~~ 5!gQ; OJ ..~ ~ ~~g C1 ... 2 0 q GI ~ <=> q a o SOUTHERLY BOUNDARY OF 'THE REGENCY" ~ ~ 8 0" -t; Ifll 8 ~ t:J ~ ~q ~~ ?i~ a t . 000 I t$) t:tJ ~ ~ ~I ~ ~ ~ ~ F2 -< ~ :u ~ ~I~ ~ ,..., ... ~ ~ ~ -.+ ~q ~~ ~~ {)/J~F TO BAY BOULEVARO (STATE ROAD 60) (R/JY VARIES) --23' S~JK_ ~ER ZO G ! ~~ I ~i ill APPROX. LOCATION OF VERIZON BURIED CONDUIT IL8 ~ ~TERCS'Ur .... ~- ~ "'> OJ ~ ' <- ~ I'l1 ~ GD NEW TRANSFORMER EXISTING SAM'S CLUB EXISTING BUllDING.:z '1-35,144 SQ. FT. PARKING SUMMARY EXISTING BUILDING SQUARE FOOTAGE EXISTING PARKING SPACES EXISTING PARKING RATIO 135t 144 SQ. Fr. 697 SPACES 5.16\ 1000 PARKING AFfER FUELING STATION ADDITION EXISTING BUILDING SQUARE FOOTAGE EXISTING PARKING SPACES SPACES TO BE REMOVED SPACES AFfER ADDITION PARKING RATIO AFrER ADDITION ~-----~----~---...----.-.....~ --~--- ~ 135, 144 SQ. Fr. 697 SPACES 59 SPACES 638 SPACES 4.72\ 1 000 PROPOSED FUELING STATION ADDITION REFER TO C3 REPLACE EXISTING INLET WI DOUBLE CHAMBER POLLUTION CONTROL ill STRUCTURE sl ./ / . - . I / ~ / . I ~I ~ (:) .~.. ~ I I I I I I I L -. -. CONTROL STRUCTURE GRATE EL. = 36.36 (.t .-.-. r I I I I I -~ '-.--. . ---- , ----........- . ~ . ~ . ~ , ~ . ~ . ~ . ~ . ~~--........----------..---~----------....- I , ; l \ 1/ , I \,-;/,,/ ) ( \ \ ..-;--------------------"" " , : I I / I I )1 1"/ I / I I r : / , I i ~; I ! : / / : ~ / ~lli ~ / / I ~ I I ~ I III ~ 1/ / I I I :D. / ! ::0 I I ft1 I I P: I : f I , : : I I : : , I : I : : I I I , I , I , I I I , I : I I I , I I I , I I : ! ! ! / ----- ----- ----- I I J I OVERAL_L_ S l-rE~~ PLAN ~ ac-~-atC'_CN: 0 Offf-~-~-OHI-OI<<-or<<-OfC_~-O#C ----- ----- ----- ----- ------- WObD~Q :ARf.A':' LOW LANDS J)RUIO ROAlJ (1001 R/IY) :g o ~.r-H-{M_{M-(Jc-()C-- r9030c1.dw9 Ll NOTE: THIS INFORMATION IS BASED ON DRAWINGS BY BY KING ENGINEERING ASSOCIATES DATED 06-12-92 ~ UTILITIES NOTE: REFER TO SHEET MEP-1 FOR ELECTRIC, TELEPHONE, FIBER OPTIC AND WATER UTILITIES ROUTING. THE ROUTING SHOWN ON SHEET MEP-1 IS APPROXIMATE. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE EXACT UTILITIES ROUTING AND SCHEDULE FOR INSTALLATION WITH THE UTILITY COMPANIES. SAM'S CONSTRUCTION MANAGER AND THE SAM'S CLUB MANAGER. ALL EXISTING CONDITIONS THAT ARE REMOVED OR DISRUPTED DURING THE PLACEMENT OF NEW UTILITIES SHALL BE REPLACED OR REPAIRED TO MATCH ORIGINAL CONDITIONS. ANY EXISTING UTILITIES DISRUPTED DURING PLACEMENT OF NEW UTILITIES SHALL BE REPAIRED AND OPERATING NORMALLY THE SAME DAY OF DISRUPTION. ITEMS THAT MAY NEED TO BE REPLACED OR REPAIRED INCLUDES BUT IS NOT LIMITED TO: EXISTING ASPHALT PAVING, EXISTING CONCRETE PAVING, WATER LINES, IRRIGATION LINES, GRASS AREAS, LANDSCAPING, SITE LIGHTING. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING ITEMS THAT WILL BE DISRUPTED DURING THE PLACEMENT OF NEW UTILITIES AND PROVIDE THE SAM'S CONSTRUCTION MANAGER A DETAILED PHASING SCHEDULE OUTLINING THE TIMELINE FOR INSTALLATION OF NEW UTiliTIES INCLUDING THE PROPOSED TIMES THAT EXISTING ITEMS WILL BE DISRUPTED. THE NEW UTILITIES TRENCH WIDTH AND DEPTH SHALL MEET ALL LOCAL AND STATE REQUIREMENTS FOR THE PLACEMENT OF ALL UTILITIES. IF DIRECTIONAL BORING IS USED FOR INSTALLATION THE ABOVE LISTED ITEMS ARE STILL REQUIRED TO BE SUBMITfED TO THE SAM'S CONSTRUCTION MANAGER. t\) ~ (J) ~ 0 ~q ~'! 0 <oVl ~ ~o '-j tJ4~ \ to "i ;!l ((); 'i ~(l1 &~ <O~ ""I ~ ~ ~li CJN -. ~ ~~ ~ 'i ~ i~ ()~ ~ -.8 ~ ~ N 891120,07,. W 274.67, DESC N 89"19'0311 W 274.66' DESC N 89.18,3211 W 274.63, MEAS (J) (J)~fJ) on ~I\i~ AlO t\iVJ~ 0)65 ~~,~ 0lt'1 ~~Qfl ~ ~ ~. ~ ,;/ ~~ -00 ~z :r:;t. ~rrw ~~~ ~~ ~~;l ~ Ul ~ ~o'o -i GiC1 I () ~ ~ I~ ~ ~ ~ "'" Co I~ ~ ~ ~ I~ ~ '" ~ I~ ~ ~ ~ UNE TABLE Ll N 89'42t43" W 1.00' DESC L2 S 01'17'39" E 50.04' DESC N 01842'19" W 50.04' DESC S 01"21 '18" E 50.04' MEAS LJ S 13'02'11 U E 46.41' DESC N 1 J844'49" W 46.45' DESC S 13-03'45" E 46.49' MEAS L4 S 29"34'45" E 16.27' DESC N 29'31 '31" W 16.25' DESC S 29'26'26" E 16.24' MEAS L5 S 44818'52" E 49.50t DESC N 44-46'40" W 49.50' DESC S 44-27'48" E 49.61' MEAS L6 S 68"13'18" E 42.90' DESC N 68-40'32" W 42.90' DESC 5 68'04'50" E 42.78' MEAS L7 S 79-39'20" E 57.39' DESC N 80'06'29" W 57.38t DESC S 79-40'36" E 57.J6' MEAS LB N 00.08'42" W 50.00' DESC L9 N 89'41'27It W 13.00' DESC N 88'50'19" W 13.00' DESC N 89'15'08" W 12.94' MEAS LIO S 01'37'271' W 13.50' DESC S 0 1'09'411' W 13.50' DESC 5 0 1'40' 15" W 13.48' MEAS L11 S 89-41'27" E 13.00' DESC S 88'50'19" E 13.00' DESC S 89-30'55" E 13.00' MEAS L12 N 0 '.09'41 H E 13.50' DESC L1J N 88'56'56" W 13.00' DESC N 89-24'4211 W 13.00' DESC N 89'06'15" W 12.97' MEAS L14 S 01-0J'04J1 W 15.00' DESC S 00'35'18" W 15.00' DESC S 01'10'01" W 15.01' MEAS L15 S 88-56'56" E 13.00' DESC S 89'24'42" E 13.00' DESC S 89'29'22" E 12.61' MEAS L16 N 00'35'181' E 15.00' DESC L17 S 01"03'04" W 50.00' DESC L24 S 01'37'271' W 1.96' DE$C ~ . --- . ~ I ~ . _______ .~.-..-.. ---E) I <>>e-0Hr- 1 U = 60, _Ou HARRISON FRENCfI ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Telephone 501/273-7780 w .OJ CL..q.- --. ~ U)..q-o:: C2 ~Ct1~" gj "~.. 20(0 1" w.~ . -1 o .5 D-- ~...<( U :::C. u~ fr: ~o m~ r.!.1 ~! fir;) to Ie ):. In -J .~ ()~ .s~ o Q: e~~ ~..... ~ )r.~ '-e1 Q)~ (/)0 ~ <:) r~ 0) to X o co d a: fi] ~ Ih n:: a.. ~ a. SAM JS WH OLESALE CLUB SAMS'CLUB FUELING S-rATION CLUB # 6 420 CLEARWATER. I FLORIDA SAMJS CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet contents: OVERALL SITE PLAN Drawn BY: KDW CheCked BY: TWP ReViSions: 1. ReVised notes per HFA comments WJL 11 /28/01 2. Showed location Of VERIZON underqround condUit. WJL 2L14/02 3. Added eXisting contours to pond WJL 3/4/02 4. Added landscape iSland per comments 4/5/02 DDS project Number: Date: Sheet: WF0029 12...14-..01 C-1 Copyr I Qht 0 : , :'~~l !~~{~~~~~~..,! :~~' ~~~~ /, /.,;;; ..... ..~ ~l' . ..' . .~:J f' t-- ~-'''.' . .' ,~...l):~.t'1;..,..,;~,..\,,>" ~~} (; j:t' l '(.,...1 ~.{ ~. I) (I' /'.1 ~.!,.....^. I' &.~J "..' ,> .:z.. t.>, !J;' (~.; 11 \ /:, ~~1 () .,~.# ~. >>J; t~:\ ,{ ./ {.J ,..... f I ~ .... /~ ~. / / "f' /# ... c;J t~ '</ J .~ ~ . f. .Il ~ i 4' , ,.~".~ .:. t.~ ~:\~.. " to '. ~ -t< ~"~ h \ > ~ .' " :::::;/D\I;,//. I 'NE - 007C - 0076-C2,PLT - 4/8102 1 :52:34 PM r------.--.- -- I I ! ; I wv wv w--w-- ([: -~~ w w ~~ ----cJ \ wv w ~ LINE ----A tf) 2" GAS CONC. RAMP GAS METER C) Q(/) 2(3 C) ;0 )>(j) ~ B ~ w PHASE 1 COMPLETE WATERLINE RELOCATION BEFORE BLOCKING TRUCK EXIT ROUTE & ~ ) l I I I I I I I I I ~ ~ w W EXISTING CURB AND GREEN SPACE TO BE REMOVED + I + I EXIST, CUR~ FIRE HYDRA~T&I TO REMAIN ~ EXISTING CURB AND GREEN SPACE TO BE REMOVED EXISTING CONCRETE TO REMAIN ~ z 0 F ~~ z<( Qu ~x Cl OW W o~ > ....JW 0 WI L ~b uJ ~ .-J ~O w Wr- 00 ~ 0 ~gs r- ~~ w WCL Z Zw :J ~W ~ W 0-1 ~ u-CL :2 s: 20 l.L- :50 0 CLW +t ~(D <0 _0 ()) Fr- ::>2 WQ W~ eu 0 .-J W ~ ~ ~ -'~ " Co l- (f) X uJ ~ -~ EXISTING CURB AND GREEN SPACE TO BE REMOVED PHASE 2 REMOVE PAVING AFTER TRUCK ACCESS RESTORED TO WEST DRIVE ~ EXISTING CURB AND GREEN SPACE -ra BE REMOVED EXISTING CURl] TO BE REMOVED mXISTING ASPHALT AND ~RIPING TO BE REMOVED + 1- .'-l~ .. EXISTING CURB AND GREEN SPACE TO BE REMOVED HAY BALE INLET BARRIER REFER TO SB2/C1 EXISTING CONCRETE ~ TO BE REMOVED In #2 REBARS. l' -6" TO 2' -0" IN GROUND. BINDING WIRE OF~ TWINE FILTERED RlJNOFF I I EXISTING ASPHALT PAVING STAKED AND ENTRENCHED STRAW BALE SEDIMENT LADEN RUNOFF PROPERLY INSTALLED STRAW BALE (CROSS SECTION) BARRIER NOT TO SCALE #2 REBARS, l' -6" TO 2' -0" IN GROUND. STORM DRAIN o INLET o 0 o HAY BALES AROUND STORM INLET (3 HIGH) INLET BARRIER NOT TO SCALE ) ~ I] -~ --~/ <( w cr:: <( z o r- z w ~ uJ cr:: ~ ~ ~ ~ ~ ~ ~ lr) ~ ~ ~ ~ ~ ~ OJ '" LINE OF HAY BALE SILT BARRIER REFER TO SB1/C1 ~ ~ ~ ~ V) ~ EXISTING GRATE INLET TO BE REMOVED AFTER CONSTRUCTION OF NEW POLLUTION CONTROL ~ STRUCTURE In 0..1 1 ~II ~:Vl EXISTING FLARED rn END SECTION TO ~ BE RELOCATED VICINITY MAP N. T. S. ~I>-~ ~V~ cOr ~o~~ DREW STREET CLEARWATER GULF TO BA Y BOULEVARD - HIGHWA Y 60 ~ ~ ~ i 0) ..- N eJ >- :r: I () DRUID ROAD J: [;j ~ (Xl 5: ~ BELLfAfR ROAD OLD TAMPA BAY GRAPHIC SCALE o ( IN FEET ) 1 inCh = 20 11. 30 I 40 j ~ n:: i!: o o Q) I Gj -J ~ ~ o ~ --==,-HARRISON FREN.CH III ARCI-IITECTURE.. 502 S. W. A Street Bentonville, Arkansas 72712 ~ Telephone 501 /273- 7780/',~~'> .~..;:,:."~,,,\,,\\\\ ;j.~~~ _.~t ~ :: ~ '^~. Q ~/( a.1 ~ All' \ )\ i\ , .. .,: \ ~ .-t 1 ...; ,," ~ "':~~fr' .,'" r", tJ. ~, , " f. . . 1<. /f" . ".: (~\ ..... 1~~,t ',J'; "'.#~ v' \ ,~.~~.' "J' 0 ",It It. t." <-~ j,:~', j.. ~f:"~ (L~~ ~"':':'~~I"":;"';; /' ~t / S! ~.~ ,. ~ " l;L. ; n..~",.: ~:..,~ M 1(::' '. - , Ct: f'l) lllJ " . t- rY- :::tt;JJil ':, (; ~ ~~{'Y. ;.~, \1 : o.,jf . ~'> ~(; , ~ \., . ('}(.) //._' /- (' :2 (.S)'.~ I -i.....".. V)? ." . ~' Z "1,../". ...., ~.. _,I'. . . c" r ", · fr:\i}. ',') 0;: "..,. .. t. ' · ~ I~::". .1 . r /'., f ~ f f 41 I)" ' ,.' (\( ,~.. la,'" ",~., r, r' ..,. ~> \. ~ , 1 \ " I ~ f\:' J . >= m ...... O~ .e~ o 0:: 6~~ ~.- C) >~ '-~ CD~ CI)~ Lu 00 ~tt) ~m ,.....1 ~* ~~ ~'-' ~ fil ~ < 0- W ~ D- (I) :z :5 n.. ~ CJ) (Q ~ co d 0: SAM'S WH OLESALE CLUB SAMS FUELING CLUB STATION CLUB # 642 0 CLEARWATER FLORIDA SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet contents: DEMO/EROSIO~ CONTROL PLAI\ Drawn BY: CheCked BY: ReViSions: 1. Added Phose 1 and Phase 2 notes per HFA comments 11/28/01 WJL 2. ReVised eXist. cone. to be removed ReVised note for eXist, catCh baSin per HFA comments 12/02/01 WJL project Number: Date: Sheet: C-2 Copyr I 9ht 0 ::~:3/D\A/,i\ /~l E - 0076 - 0076-C3.PLT - 4/8102 1 :52:34 PM NEW CONCRETE PAVING .JOINT SEALER 1" CONTROL JOINT 4" CRUSHED ROCK AGGREGATE COMPACT SUBGRADE 8H -rr-HCK TO 95% PROCTOR ('~/3)~ q-~ STR U CTI 0 N J 0 I NT 6" ~~.:; I (~?)-~_Q~~~f~ E~I~__ CUR B 6" 1'_0" ,-1'. '0 to I r- (0 (1 N.T.S. NEW CONCRETE CURB 1 1 /2" TYPE 5-3 ASPHALT PAVING 6" LIMEROCK BASE .12" STABILIZED SlJB--BASE f\lOTE: VERIFY DIMENSfOf\JS TO MATCH EXIS-rlf\JG N.T.S. NEW CONCRETE CURB & GUTIER -----PROPOSED ASPHALTIC CONCRE-rE PAVING. NOTE: VERIFY DIMENSIONS TO MATCH EXISTING CONCRETE CURB AND GUTTER N.T.S. wv -_._~---------{><}-- wv wv w w ---.--.- w ~- Co to ~ 6 NEW ASPHALT TO lo "v ro 5 ISLAND JOINT Co lo ~ SAW CUT JOINT ~ w w 2" GAS CONC'9 RAMP NEW CONCRETE PAVING SEALANT AS REQUIRED 1 1/2" TYPE 5-3 ASPHALT PAVING 6" LIMEROCK BASE 4" CRUSHED ROCK AGGREGATE COMPACT SUBGRADE 8" THICK TO 95% PROCTOR 12" STABILIZED SUB-BASE PAVING JT. N.T.S. NEW CONCRETE PAVING JOINT SEALER 1/2u EXPANSION JOINT MATERIAL 4" CRUSHED ROCK AGGREGATE COMPACT SUBGRADE 8" THICK TO 95% PROCTOR N.T.S. NEW CONCRETE PAVING JOINT SEALER CONTROL JOINT 4" CRUSHED ROCK AGGREGATE 3/8" COtv1PACT SUBGRADE 8" THICK TO 95% PROCTOR GAS METER~ N.T.S. ~ w ~ C) 3/16ux12ux24" MErAL PLATE - WELDED TO PIPE BOLLARD EMERGENCY SHUT-OFF AND COVER - RE: 1/ A4 SIGNAGE - REFER TO 1 / A4 MErAl PLATE AND BOLLARD - PAINTED TRAFFIC YELLOW 4" OrA. PIPE BOLLARD - CONCRETE FILLED TOP OF CURB FINISHED PAVING IDEAL SHIELD BUMPER POST SLEEVE, CUT LENGTH AS REQUIRED REFER TO SHEEr A3 FOR PRODUCT NUMBER, INSTALL PER MANUFACTURER'S REQUIREMENTS '-' z ffi~ to.. <(0 : W t. "'O!E: I(J) . n~ . lL. 0 Z I ~~ ~ J- v I- U1Z (J)W ~a I-u 0:5 0... ~ I ':q- v CONCRETE FILL BOLLARD AND PARGE TOP SMOOTH AND ROUND 4'. DrAMETER STANDARD PIPE BOLLARD - PAINT TRAFFIC YELLOW PLACE NEW FINISHED PAVING AFTER PLACEMENT OF ALL NEW SOLLARDS - REFER TO SHEETS A2 & C2 FOR BOLLARD LOCATIONS FILL WITH CONCRETE TO BOITOM OF NEW PAVING ELEVATION EXISTING NATIVE SOIL AND BASE MATERIAL t o I fr> PIPE BOLLARD DETAIL L 15'-0" J DIA. 12' _Ou It o I ~ ('.J t o I Co 'V t o I CxJ ~ N : o I <-0 12' _Ou DIA. BOLLARD-SHI ELD 3 4" = l' -a" bollard-e-stop.dwg E-STOP DETAIL 3 4" = l' -0" 24' -0" A,RROW PAINTED SOLID TRAFFIC YELLOW I o I N '0 I INTERNALLY IllUMINATED MANUFACTUf~ED BOX SIGNAGE FURNISHED AND INSTALLED BY WAL-MART - - N 1 ~" ~ o I ro + ~ + I. 12' -0" .J ~ ..q- TRAFFIC ARROW 3 4" = l' _0" CANOPY SIGN "SAM'S CLUB" 27.50 SQ. Fr. 1 2" = 1'-0" TRFC-ARROW ~ ~ ~ ~ w NEW MANNED EQUIPMENT ROOM FINISHED FLOOR EL. SHALL BE 7" ABOVE ASPHALT PAVING ELEVATION AT PORCH - FINISHED FLOOR TO BE SEr L W ~ 1 7' - 7" 45' -1 'J 11 J - 8 " I . . . . I . . I . . ., . . I . . . . t . . ~ I . . t . . . . .. .. ...'..........'...............j................................... REPAIR TRENCH M - C) 0(1) --- -<( z0 C) NEW UNDERGROUND FUEL STORAGE TANKS REFER TO SHEEr T1 52 s:~ o 41J-5" REFER TO 2-T1 FOR JOINT BETWEEN SLABS NEW 4'~ YELLOW STRIPING (lYPICAL) T BJ ... ) ~ EXIST 2" W/L W 68' _Ou 24J _at' BOLLARD W / E-STOP EXIST 8JJ W/L W ''-' . . , . , . , . , '~:::::::::::::::::::::::::::::::::::::::::::..::::::::::::::::::::::::::::::::::-:::::::::::::::::::::-,:::-:::::::::::.... FIRE HYDRANT TO REMAIN IN SERVICE DURING WATERLINE RELOCATfION I I I I I I I I I ,~ l- (/) x w 10' _0" FONT INFORMATION: t'SAMS" "CLUB" COpy TO BE' ANTIQUE OLIVE BOLD LETTER STYLE 6'-611 AM'S CLUB [I ::J ~ ~/ APPROXIMATE LINE OF TEMPORY CONSTRUCTION FENCE <( W cr: <( z o J- Z W J- W n::: NOTE: EXISTING SAM'S CLUB WILL SERVICE TRASH RECEPTACLES NEW CANOPY SIGN @ BOLLARD WI E-STOP CONSTRUCT NEW CONCRETE PAVED AREA FOR FUELING STATION - JOINT AT NEW CONCRETE PAVING AND NEW ASPHALT PAVING MUST BE STRAIGHT AND SMOOTH - SEAL JOINT AS REO'D. ~ FROM WATER MAIN IN BYPASS DRIVE o ~ a ;: 0) o I r- N R 0> ~ ~ ~ ~ ~ ~ ~ l() ~ 2S ~ ~ ~ ~ 0:, '" ~ ~ ~ ~ Vi ~ VICINITY MAP N. T. S. c~~ co~ ~op.1) DREW STREET CLEARWATER GULF TO 8A Y BOULEVARD - HIGHWA Y 60 N ~ Q: eJ a d Qj ~ I i I ~ >- I ~ J: ~ DRUID ROAD BELLEAIR ROAD LEGEND OET~L NO. SHEET NO. E{) Rt.rucua; SYMBOL SAM'S CLUB GAS BACKLIT CAN COLOR: PM 286 BLUE, PMS 583 GREEN. PMS 166 ORAN(GE 10. X 33" OVERALL 9' -8 1/2" X 29 1/2" IMAGE AREA 1 3/4" TRIM AROUND PERIMETER CAN UNIT COLOR GOBI BEIGE FUEl. DISPENSER AND CANOPY COLUMN lDCA110N OLIJ TAMPA BAY - - - UMrIS OF FUEl. SfA110N CONS1RUaI1ON lEMPORNff CONS1RUaI1ON FENCE t :; :. . .: ::, cIC ..~.:. · · '" LIMITS OF NEW CONCRETE PAVING "i · ...., ...,... ............... :.:.:.:.:.:.:.:.:.:.:.:.:.:.:. LIMITS OF NEW ASPHALT PAVING ............... ............... SITE DATA TOTAL SAMS CLUB LAND AREA: EXJSTING IMPERVIOUS AREA: EXI:STING PERVIOUS AREA: 524,644.48 SQ. FT. = 12.04 AC. 169,014.48 SQ. FT. = 3.88 AC. 355,630 SQ. FT. = 8.16 AC. 20.868.98 SQ. FT. = .48 AC. 19J233.50 SQ. FT. = .442 AC. 1635.48 SQ. FT. = .038 AC. 20,721.16 SQ. FT. = .477 AC. 147.82 SQ. FT. = .003 AC. TOTAL DISTURBED AREA: EXISTING IMPERVIOUS AREA: EXISTING PERVIOUS AREA: PROPOSED IMPERVIOUS AREA: PROPOSED PERVIOUS AREA: TOTAL PROPOSED SAMS CLUB: TOTAL SAMS CLUB LAND AREA: TOTAL PROPOSED IMPERVIOUS AREA: TOTAL PROPOSED PERVIOUS AREA: 524,644.48 SQ. FT. = 12.04 AC. 170,537.40 SQ. FT. = 3.915 AC. 354,107.08 SQ. FT. = 8.129 AC. 30' _6" 11'-0" 107,059.47 SQ. FT. 3, 720 SQ. FT. 11,300 SQ. FT. 9,202.81 SQ. FT. 2378. 72 SQ. FT. 1483 SQ. FT. 135.144 so. FT. 17.00 SQ. FT. SAM'S CLUB BUILDING HEIGHT NEW KIOSK BUILDING HEIGHT CUSTOMER SALES AREA T.M.A. AREA BAKERY / MEAT AREA RECIEVING DOCK / STORAGE SNACK BAR / OFFICE / PHARMACY ENTRANCE VESTIBULE AREA GROSS FLOOR AREA FOR EXISTING SAMS CLUB: GRO,SS FLOOR AREA FOR NEW KIOSK: TOTAL FLOOR AREA 135, 161 SQ. FT. PARJKING REQUIRMENTS BASED ON CUSTOMER ACCESS AREA: 107,059.47 SQ. FT. (4% OF TOTAL SITE) (3.7% OF TOTAL SITE) (.3% OF TOTAL SITE) (3.9% OF TOTAL SITE) (.1% OF TOTAL SITE) 697 SPACES 5/1000 = 535 PARKING SPACES TOTAL EXISTING PARKING SPACES: PROPOSED PARKING SPACES AFrE,R FUEL ADDITION: 638 SPACES GRAPHIC SCALE o 20 30 40 ~ I I ( IN FEET ) 1 inCh = 20 ft. ~ ~ ~ o ~ f ifi ~ ~ HARRISON FRENCfl ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 7271 2 Telephone 501/273-7780 w -co 0... "t ... f'.. ([)~cr: -r0w 0::: ~t:: W ~0~ ~~ ow- a:::cL~ <{ u I~ ULL ~ ~g Cf Q) ......1 o~ ~(Q ~r;) .~ ~~ j ~ In -.J ...: ~ ~~ .s~ o n: e~~ ~.... ~ )..~ '-e1 G)~ (1)<3 ~ ~ 0) <0 X o CD d a: fiJ ~ Q.. W {k: a. ~ :5 a.. SAM /S WH OLESALE CLUB SAMS FUELING CLUB STATION CLUB # 6 420 CLEARWATER FLORIDA SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet contents: SITE PLAN Drawn BY: CheCked BY: ReViSions: comments. 11/28/01 WJL 2. Added Site data per City comments 1/25102 WJL 3. Additional Site data per comments and added eXiSting 9as line. 2/8102 WJL 4. Added landscape iSland per comments project Number: Dote: Sheet: C-3 Copyr I ght 0 ,}i{i~1:1~~~ ~ :~.;:/:,: /: \:, ~ I ~ ;~f~~J,i~ ,. .,\_,..t, "'. r.~~(--J I '#. .i,.;' I r';; .~.'i: ( ',' :...f/.;.... . ~;/f ~ '. ~: I r /. ,/ ,,/1 I, 1(1-\ ,/' Oc;':"" i;F,-." - .f '4 :1 t -',... t i" ,., ,: , I r-';jJ:o ~. J; '. I <( LX' t.;;~) ') .t".. .: ;I;~" '1 -, "I I! :;1,'!t1:~~~~~: ~;:;,~ :.:i\'i~~~.~~~~:f;>Jj ~<:;/D\,,^/,i\' r:E - 0076 - 007t:j-C>tPLT - 4/3102 1 :52:34 PI'Y1 7'-4" LONG x 4'-0" W\DE / 8" 2'-8" " - 2" 1'-8" 1 '-2- 36"x36" CAST IRON GRATE 8" x8" POURED CONe. CAP W/2 #4 BARS COt~T. 4,.1 :~l ~ J' · ~'L pL.ACr 1 #4 DOWEL, 30" LONG- W/ ^ 10" HOOK. AT EACH CORNER :4' i ,. 11' . . :., /f <)4 .:~ I ' : II ~il 24"x24."x1 /4" STL. . . ROUND PLATE LID .. <1 . ..' W/ SEAT ANGLES & ANCHORS : r.: 1" CALVo VENT 1:I~A .:1' ~ , "4 · :' T: 8PxS- PRECAST UNTEL. FULL ~DTH OF smUCTURE TOP EL. 38.79 J 'V ""- ~ MTL. PIPE BAFFLE tf) (NEAR) ~ "I/) ~ 0- W Q ;, 18"~ RCP TO RETENTION POND, INV. EL ~ 34.90 (NEAR) l co I N POLLUTION CONTROL STRUCTURE ~ ELEV. 3~.90 1/2 - 24 C.M.P. PIPE W/SOUD COVER PLATE & 3"x3f1x1/4u ANGLE IRON FRAME SOL TED TO INTERIOR OF BOX FOR OIL BAFFLE 6" CONe. BASE W/ #4 BARS AT 10" O.C. EA. WAY i I r"~-~~----"-----~- i i I w --~-- W - w wv VN ~.~_.,...- ,.....- -~~ --~--'. ....._~~.,~--_.._-----~-~- -----------.....--~-----~------------~ ---~- .~ NOT TO SCALE w w 2" GAS . .' j" . .;,..' . ". . . 7'-4- LONG x ,,*'-0" 'MDE :_~~ 42.54 \ wv w ~ LINE ----A U) 42.86 CONC.43. 0 RAMP GAS METER tQ o 18" DIA, PIPE TO RET. POND a" 00) ~~ d::J <Co cr.: w- :cO o -0- :Co : t- Oz _I 0 rrl 48" CONCA CURB W /2 #4- CONT. HORIZ. & 1 #4 VERT. @ 12" O. C. 1 1/2" TYPE 5-3 ASPHALT PAVING 6" 6" LIMROCK BASE --.... ---.. ---.. -...-. EL. 40.00 N '" t'j or- ~ INSTALL EXP ANSION JOINTS @ :1:20' O.C. EXIST. TOP OF !?~~ ~:-3~.Q.9__ ~ m 1 N ~ o 1 .. .q-- 12" STABILIZED SUB-BASE . . ~ ~., . <1 ...... '4t ..4. . A. "~ ~~ 1" . '.A ~ . _ _ _ ~~F~~ ~TB.U~T,!:!,Rl; l.L~ ~d6_ -- E: 'v --.... '-. ~ 7! N - Q. SL 0 -....: P r:- 1 L- --!::.. 3 --.... -- :' L 36" J -- -...-. TPP VllEW NOT TO SCALE 42. 11 ~ W 42 27 ' 42.20 ___~!I.5b ~~O~_ CONCRETE RETAINING CURB & SECTION N. T. S. , "i ..,:. . . . 42.00 4.1 .70 40.93 ~40.46 41.1 O~ ~ 41.50 41.97~ ~41.88 40.85 4.1 .65 41.96 4-0.07 ~ w w 4. 1 . 1 4. . 42.21 ~/ 39.96 ~..~..~..~........~..~..~7..~. .... 39.55 ======----- ~ ------- ~ ---- . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I , . . . .. I . . .. . . . . . , , , . . . . . . , . . , . . . . . .. . . . , , . . . . . . , . . , . . . . . . . . . . . . . . . . . . .. . . , . . . . .. . . . . . .. . . . . . . . . . . . . , . . . , . . . .. . . . , . . . .. . . ~ ~ ~ ...--.- () ~ ~ 41.77 () ;0 ):>(j) S:~ u 41.47 T 41.39 B ( 41 099 I I I I I I I I I ~ 42.12 <( W ~ <( Z o r- Z w ~ w cr: .' . . III . . . . . , . . ...........40:69 , . I , . . . t . . . . ........... .3.9;73. . . . . . . . . . , . . . .' ..,..,..,... POND BOTTOM 32.82 41010 65 L.F. OF CONCA RETAINING CURB WI 3' RAILING EXIST 8" w/L 40.99 W 40.58 EXIST 2u W/L () W ~5 " s: I. . . . . . . . . . . . , 1:- , 39072 DOUBLE CHAMBER POLLUTION CONTROL STRUCTU RE TOP EL. 39.50 18., RCP INV. EL. 34.90 BOTTOM OF STRUCTURE @ EL. 32.90 ..00 .- (/) x w 40.80 5 39.87 38.99 , ;' ..:. . " . ~ ~ ~ ~ ~ ~ ~ lrJ ~ ~ ~ ~ ~ ~ OJ '" ~ ~ ~ ~ V) ~ VICINITY MAP N. T. S. ~o~() ~~~ ~V~ cor DREW STREET CLEARWATER GULF TO BAY BOULEVARD - HIGHWAY 60 ~ ~ ~ i N eJ :t: (..) c:I Ql DRUID ROAD BELLtAtR ROAD (J) ~ >- I J: ~ :E ~ OLD TAMPA BAY ELEVATION LEGEND 1 00.00 ~s:J s:J- ,<:s 'J'J s:J- ~<:s ...~ T.1. F.P. T.C. F.F. PROPOSED ELEVATION EXISTING ELEVATION TO BE MATCHED EXISTING SPOT ELEVATION SURFACE WATER FLOW TOP OF ISLAND FINISHED PAVING TOP OF CURB FINISHED FLOOR IMPACT ON THE DESIGNED STORAGE VOLUME OF THE A RETAINING CURB SHALL BE INSTALLED AS SHOWN ON THIS DRAWING, THE EXISTING SIDE SLOPE AND POND AREA SHALL REMAIN AS_IS. THE DESIGN WATER ELEVATION OF THE EXISTING POND IS 36.36. THE PROPOSED RETAINING CURB ENCROACHES INTO THE TOP OF THE SIDE BANK AT ELEVATION 37.75. 1.39 FEET ABOVE THE DESIGN WATER ELEVATION OF 36.36. THEREFORE, THERE WILL BE NO GRAPHIC SCALE r 3r ( IN FEET ) 1 inCh == 2Q ft. a ~ n:: rE o o co I G1 -J -J ~ ~ ~ -1-HARRISON FRENCH: ARCHITECTURE 502 S.W. A Street Bentonville, Arkansas 72712 Tele hone 501/273-7780 ~ m -.J .~ :z ....... ...~ o 1I\e= e~~ ~._~ >~ '-ffi Q)~ CI)~ w ~g 'fo; ~I ~* ~~ .~ ~'--'" ~ :5 fi} ~ < fu oc 0- (f) z :S n.. ~ f2 ~ co d n: SAM'S WH OLESALE CLUB SAMS FUELING CLUB STATION CLUB # 6 420 CLEARWATER FLORIDA SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet contents: GRADING PLAN Drawn BY: CheCked BY: ReViSions: 1. ReVised grading Plan per HFA comments. 12/02/01 WJL 3/01/02 WJL project Number: Date: Sheet: 40 I C-4 Copyr I 9ht 0 . 007!~, ~ ()O-,'~:',.-crir'I_T - t/S/O:~ 1 :t52:34 PM FROM WATER MAIN IN GULF TO BAY BLVD. (SR-60) w --~- w w 'NV wv AWWA TYPE CC n-~READS CORPORATION STOP & FITTING (NORMALLY OPEN) _.... TO METER BOX ASSEMBLY w SADDLE EXISTING WA TERMAIN TYPE K FLEXIBLE COPPER TUBING (1" MIN.) NOTES: (1) A TELEPHONE CONNECTION AND FIBER OPTIC CONNECTION MUST BE PROVIDED FOR DATA EXCHANGE BETWEEN THE GAS STATION AND THE SAM'S CLUB. TWO CONDUITS FOR THESE CONNECTIONS SHALL BE PROVIDED BETWEEN THE STATION AREA AND THE CLUB'S COMPUTER ROOM, THE ROUTE SHOWN ON THE SITE PLANS MUST BE VERIFIED BASED ON EXISTING CONDITIONS. (2) THE ELECTRICAL OR UPS ROOM AT THE FRONT OF THE CLUB IS THE PREFERRED TERMINATION POINT, BASED ON THE SITE CONDITIONS, THE ENTRY MAY BE ELSEWHERE ON THE BUILDING. AS A RULE, THE ENTRY POINT WILL NOT BE ON THE FRONT OF THE BUILDING. (3) THE CONDUITS SHALL BE BROUGHT UP THE SIDE OF THE BUILDING AND ELBOWS USED TO STUB THROUGH THE WALL AT A HEIGHT AND LOCATION DETERMINED BY THE WAL-MART REALTY CONSTRUCTION MANAGER. RIGID CONDUIT IS REQUIRED FOR THESE RISERS. NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH FLARED OR OOMPRESSION / PACK JOINT TYPE CONNECTIONS. 2, NO SERVICE LINE SHALL TERMINATE UNDER A DRIV'EWA Y. 3, METER BOX TOP SHALL BE INSTALLED FLUSHED WITH FINAL GRADE. 1 NO SCALE WATER SERVICE CONNECTION DETAIL 2" GAS (c--- 265 L.F. :t: FROM F.H. TO NEXT VALVE W CONC. RAMP BUILDING ENTRANCE -_ 0 SEE DETAIL 2/C-5 C) Q(f) 2:0 C) 52 (/) S:0 -0 GA~ METER~ NEW ELECTRICAL CONDUIT LINE FROM NEW -rRANSFORMER TO NEW BUILDING. (COORDINATE NEW TRANSFORMER WI UTILITY COMPANY)~ w C) ::J w o => BJ L I I I I I I I I I ~ w o ::J w o ::> w o :::J THIS FIRE HYDRANT WILL BE TEMPORARILY OUT OF SERVICE DURING WATER LINE RELOCATION ~ w w --- UGE UG!~UG ELECTRICAL CONDUIT.-I FROM TRANSFORMER TO NEW KIOSK 3: INSTALL NEW WATER LINE AROUND TANK SLAB AND PUMP ISLANDS s 3: ..~ EXIST 8J' VN/L W EXIST 2u W/L ( W EXISTING FIRE HYfDRANT TO REMAIN (4) CONDUIT SHALL BE TWO-INCH WITH A MINIMUM SWEEP RADIUS OF TEN TIMES THE DIAMETER. LARGER SWEEPS ARE DESIRED. SEPARATIONS REQUIRED BY THE NEC SHALL BE PROVIDED. A MINIMUM DEPTH OF 24>> IS REQUIRED FOR THE CONDUIT, WITH 6" WIDE METALLIC RIBBON AT 12" FOR DETECTION. OTHER MEASURES MAY BE NEEDED IF THERE IS A RISK OF "DIG IN," PULL ROPE WITH A MINIMUM PUWNG TENSION OF 100 POUNDS WILL BE REQUIRED. FLEXIBLE DUCT IS ACCEPTABLE. (5) PULL BOXES SHALL BE PROVIDED AT A MAXIMUM OF 450 FEU APART. THERE SHOULD BE NO MORE THAN TWO 90 DEGREE BENDS OR TWO LARGE DIAMETER SWEEPS BETWEEN BOXES (INCLUDING VERTICALS.) (6) AN ISO SUBCONTRACTOR OR WAL-MART TECHNICIAN WILL INSTALL THE FIBER OPTIC CABLE, ALARM CABLE. TELEPHONE CABLE, AND RELATED EQUIPMENT WHEN THE CONDUIT TO THE STATION IS COMPLETED. (7) WHENEVER POSSIBLE. THE PULL BOXl;:S SHOUL.O .f3E PLACED. IN A NON-LOAD BEARING AREA SUCH AS A LANDSCAPE PLANTER, (8) THE GENERAL CONTRACTOR SHALL INSTALL CONDUIT FROM NEW EQUIPMENT BUILDING TO EXISTING SAM'S CLUB COMPUTER ROOM. INSTALL 2-2" DIAMETER CARLON TYPE "DBN DIRECT BURIAL TELEPHONE DUCT OR 2-2" SCHEDULE 40 PVC. PROVIDE GALVANIZED RIGID CONDUIT FOR RISER AT CLUB EXTERIOR WALL. USE OPEN TRENCH UNLESS NOTED AS DIRECTIONAL BORING ON CIVIL PlANS OR AUTHORIZED BY CONSTRUCTION MANAGER. INSTALL GALVANIZED PULL WIRE OR PURPLE PROPYLPOLYTHYLENE ROPE WITH A MINIMUM PUWNG TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH SHALL BE 24". PROVIDE A DETECTABLE ORANGE HAZARD RIBBON WITH INTEGRAL "BURIED FIBER OPTIC CABLE" WORDING ABOVE THE CONDUIT WHEN USING OPEN TRENCH. PROVIDE DETECTION WIRE WHEN USING DIRECTIONAL BORING TO INSTALL CONDUIT. ~ /"" 6" WIDE META UC DETECTION .""., RIBBON OVER CONDUI~ .......- CONDUITS TO NEW _______ EQUIPMENT BUILDING REFER ~ TO SITE PLAN FOR ROUTING NO MORE THAN 180. TOTAL TURNS BETWEEN PULL BOXES. &0 2-2" LB FIITING AND NIPPLE PROVIDE CONDUIT ANCHORS TO EXTERIOR OF BUILDING AT 10'-0" O.C, VERTICAL MIN. 2-2" GALVANIZED CONDUITS _ PAINT TO MATCH COLOR OF BUILDING EXTERIOR FINISHED GRADE CONDUIT CONNECTION FOR GAS STATIONS @ EXISTING CLUBS ~ ~ ~ ~ ~ EXIST 8" W/L TO REMAIN W . . . . . . . . . . . . . . . . .. .................... ... . . . , . . . . . I . . , . . " . . . . . . . . . . . . . . , . . . . I . . . . . . . . . . . . I . . . . . . . , . , . . . . , . . . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .................... ....... .... .. ....W.... .... GE . . . . . . . . UGE . .. .... UG.E . . . . . . . . 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" ~ . .'. . '. ~ . " . :.' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................................................... . . . . . . . '.' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. I' " . . II .' .. It' .' . . . . . . . . " . "," '.. . I" '. '. . . . . .,. I" . '. . . . .' . . . . , . . . . . . . . . . '. It . . . . ,. . . .' II . .. .' . '. . . . . . . I . . . . . . .'. . . . . ,.... . . ., . . . I . . . . . . . . lilt '. . . I" " "' '. .... . . . . . . . . ". . It. It I" '. .' .' . . . . . . . . " . t' I .....w...... ...... . . . . . . . . . . w -1~ " s 00 J- (f) x w ~ 18"X24"xa" PULL/JUNCTION BOX ATTACHED TO BOTTOM OF EXISTING BAR JOIST DRILL AND Sf'.AL NEAR "CEIUNG" LEVEL EXISTING BUILDING WALL ;; CONSTRUCTION MANAGER MAY AUTHORIZE PENETRATING WALL LOWER IF ENTERING I / COMPUTER/ELECTRICAL ROOM / DIRECTLY 2-2" GALVANIZED LONG FACTORY SWEEPS WITH MIN. 20" RADII. PULL BOX (FIBERGLASS) - COORDINATE EXACT LOCATION 12" x 24- x 24" IF NO WITH CONSTRUCTION MANAGER CHANGE IN DIRECTION. (18" x 24" x 24" IF CHANGE IN DIRECTION AT PULL BOX.) ~ lHI1 ~ ~/ ~ ~ ~ ~ ~ ~ ~ lr5 ~ ~ ~ ~ ~ t: OJ '" <( W ct:: <( Z o i= z w ~ W 0:::: ~ ~ ~ ~ V) ~ 2-2" CONDUITS TO EXISTING SAM'S CLUB COMPUTER ROOM - ATTACH NEW CONDUIT TO EXISTING BAR JOIST - GENERAL CONTRACTOR SHALL FlELD VERIFY EXACT ROUTING OF CONDUIT WITH CONSTRUCTION MANAGER - ALL INTERIOR WORK WILL BE DONE AFTER CLUB HOURS - COORDINATE AFTER HOURS ACCESS WITH CLUB MANAGER - CONDUIT SHALL BE TERMINATED AT 6'-0" ABOVE FINISHED FLOOR IN EXISTING COMPUTER ROOM I\~ c,~~ (jO~ ~ CC eJ o tj OJ VICINITY MAP N. T. S. ~opS) DREW STREET CLEARWATER GULF TO 8A Y BOULEVARD - HIGHWA Y 60 ~ j ~ Q I DRUID ROAD BELLEAIR ROAD O[T},IL NO, SHEET NO. E[) ~ >- ~ ~ :i: ~ OL.D TAMPA BAY LEGEND REtc.nuCE SYMBOL II ~ FUEL DISPENSER AND CANOPY COLUMN lDCATION --- LII1S OF FUEL STATION CONSTRUcmoN -- E - EI.ECIRIC SUPPLY UN! --FO FIBER OPJICS - U GE - UNDERGRouND EI.ECIRIC - UGT - UNDERGRouND TEl.EPHONE -- GAS- w- f : J":. . · -: : :.. .c ..,..... '" " . ... ., . .. ,. .. . .. .. ....... ..................-..-.....-.- ................ ..............., ................ ..............., Ie............... ..............., UNDERGRouND GAS UNE WATER SUPPLY UNE UMIlS OF NEW CONCRETE PAVING uuns OF NEW ASPHALT PAVING GRAPHIC SCALE o 20 30 40 ~~ I I ( IN FEET ) 1 inCh = 20 ft. ~ ~ ~ Q ~ I aJ -J S ~ o ~ HARRISON FRENCfI ARCHITECTURE 502 S. W. A Street Bentonville, Arkansas 7271 2 Telephone 501 /273- 7780 w .CO (L~ ...~ (/)~O:::: -t0w 0:::: ::~ W ~ ,~ ~0<..? li~WZ '--1 o '2: <( u :C. u~ C2 ).:. m ~g ~Oi .-....1 ~~ u:~ I~ WATER SERVICE CONNECTION SEE DETAIL 1/C-5 (TYPICAL 3 PLACES) , , , ,~, ,~, ,-;--;-;--;-, ,~, ,-;--;-;--;-, ,-;--;-;--;-, ,~. ,~. ,~, .~. .--'-;-;'"'. ,~. , . . , ~.................................................................................... 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J:t:-.....-I "',.,....,",.".,',..,""""",.,.".".,',..."."""",.".,.",.",."""..",.""""""" t} ~ fb ~ a. ~ :5 0. ~ ~ m d a.: SAM'S WH OLESALE CLUB SAMS FUELING CLUB STATION CLUB # 6 420 CLEARWATER FLORIDA SAM'S CLUB 608 S.W. 8TH STREET BENTONVILLE, AR 72712 Sheet contents: UTI LITY PLAN Drawn BY: CheCked BY: ReViSions: 1. Added 2" condUits and bUilding entrance detail per HFA comments 12/14/01 WJL 2. Added new tranSformer per HFA comments 12/14/01 WJL project Number: Date: Sheet: c-s Copyr I 9ht 0 .~l. 'c )". , ,>",hi/. .v." .~. . ~ . qo:> '1;)(('/ ""';:..... v z .. ,. ,,~ :' :: ;~~,. '1 t ~ '.. (:; "". (; ~. .1.~~ ,. . .: (~y /' J'.: . '!'. /;! I ...~?.. .46* 1"\' \.. ; j ii' .,1' {it.JH. G \~) \'." , \', ll.\\,\,~~~\,~.~~...:<. " 1,1" ;' '~ig~tf} , ' C_1 Y c"l o I.~ C\J GR^P~~IC SC/\LE ( m ruT ) 1 inc.h :: eo ft. 5" ELM [jn E L t~ --'r~l ~.~.~'----_.- C' ..rL:.. .-.~'-~.'. . ...--------"..1.)-...---- . ....-...---"". ~. If " : - . .. ~ ..._\~_. : . . '-. ",- -.....~. ,..",....r^ CO/ve. r~AI\t1 p PROPOSErJ --- Tf<l\t~SrOf<~~[R rf'") Cf) <:) (\.J ~. ex) r=.) e_ CL ...-.r c= C.J ~ 0,) 3: D cO ~ .-' T:J D ro CJ ---" ~ ===--uro-"~~) - (~~) c) () 2 (~) ~) J> ~. .-0 _____~-------..---------- _,-----~~--~------~-"""'--o-~~- 5" ELM PL~/\NT TO BEAR Tt~E SAME f{ELA TIONSt~IP TO FIt~'St~ED GRAfJ[ AS IT I30RE 1t~ Tl~[ COt~T^n~Er~ PLANTlt~G l-iOLE TO ~~AVE VEF~TtCAL StDES /'~J"..... .I"\, ~ .~rco to (!') t'\ J t?c.~ . ~) <.S. . .cs.c .' .~.~ c.} ~(, g}:!J d; ~ '\) \I) _.~ "~~::~.f~' _---..~--- 3" ~YPRESS MULCH LA YIER -r=;::P-F-1.11--11. . r:';ji: ,_ -LIIrrifT--=--- FINISHED GRADE 11=1 w= " .....~.. !J--Ul~ II ' llilll~~'c.~~~_"~_~ ~;!:1tFtl--- PLANTING BACKFILL IITIIl-U m.u~lTIjll~ _~t_----- EXISTING SUBGRADE I " -11 '-1 , '-~Il t- 1- .}- 2: ~- J- QHflUel_QB_QUNDCOVI;R PLANTING PET AIL NOT TO SCALf 5" ELM 5" ELM 5" ELM 2.5" ELM 4" ELt~ - - --~ ,,,~, ~ ~. ----==r~ ~ _~ ~(-2 ,-",---",\'--, -"../- 4 tJ [Lt\1. .... . 5" M/\Gf~()lJ/\ I I ~.-J ~~ I ~--1 I I 1 1 ~3)-----i I I ._~__ ~. 9" LAUf~[L OAK I 1 6" t~AGf'-JOlJ/\ ,~. @.t.~-E... \2V __...-".;.!l" " ------..'~ L -'''-'''-'_'_'_'1 I I I I I I I , I I I I I , I I I I _"._.~._._._.J (Q,5 CO'\jTRACTor~ Sl1/\LL COMPLEl~ELY REhl,OVE EXIS1.tt~(; [)EP\[)/OAMAGE[J 545" LAlJREL O/\K TREE AND ROOT BALL AND f~Er~lJ\CE ~"Tt~ (1) LIVf:~ O/\K ~ r~EV,' [)[VELOP AREA - -.- - - --j.- ,--- 4" @)- A (:" 1.~ ELt~ w~ 5" [Lt\~ /'....-- -- -- - ~ - .- - -- - - "...,- - - -. --'-.~ "'- () I \ I ( '\ (, ("\ I -', \ \ \ -- -" - ( ) \ ...". / I \ I " "".-- - -- - - - - - - - -- - - .-- -. -- / /~ - -- - - - --- _. - - ~..- -- -- - _.~- "'- I \ I { f) f) f) f) (~-): \ / '- .....- - - - - - - - - -- .- - - -- - -- / ~._----------~~"'-'~--.........----_-. EXtSln~G H[[)GE - If~FtL.L DEAD /r),.,t~A(;E() EXISTIf~C; HEDGE M,h~TERIAL WIT~1 MA1C~iING StZEj,/<:3P'[CtES. ,..,.-- -- ---- --- - - _. ..... - .--, ........ .-- - ---.. ........... -"",," / I I ('\ (..... ("\ (_, \ -' _ J \ " " \ ( -~. \ \ ..._ / I / ./ -"" -"' - -.- - ......--. ..--. - ..........~ -- -- -- ---- -- ~..... -- ----' --:;;;;:--, I I I~ I I , d ---------- ....==---_.. ~---- .....--- --;:;;.:......... j~ i~ j~ '8 ----- ~ ........-.- ------ .........--- (X..r~'~..), &UREL OAK .~~~ "\ . 6 \\./ · l ''''''\'4'1\ l.AU REL OI\K '~~...J'~ OX, ....--'"'>... C. c." (rr,,,-};) . ~.~ . . ~ f --~\.~9. U\URE~ OAK \\.X2 h c:" . ~ ,_J 6 rAlJREL OAK . "LAUREL OAK "" "" ~ 611 MAGrOUA r<EQUIRED LANDSCAPE -- I ) ARr:A. lYP. l 4" t~AGt~OLIA ,- .,-/-- ,,-."- /" ~.r- /' "30 ~_/' ~~~) '~","""""""""~Ji~ ............... ----l --._....._-~---.,....----------~_._----------- . Pl_ANT TO BEAR Tt~E SAME RELA TfONSt1IF.> 10 Fn~ISHEO GRADE AS IT BO'RE IN THE: COl~T AtNER ._--- lRE:E SHAl.L BE STAKED. lJStNG #14 WIRE At~D 2"X2"X36" Pl' Syp ~;lAKES DRIVEN BELOW GRADE.. At-L WiRES TO BE MARKED Wln~ FLAGGING TAPE. --- 3" CYPRESS MlJLCH LA YEf~ FIt~ISl~EO Gf~ADE f~XtSTtNG SUBGRADE ------ 2X ---------~ ,...--.".., . () ^' '- ~ ~_.."--~.~~~ -, TREE SHAL1- BE 5T AKEfJ lJSU~G #14. BRAIDED WIRE ANfJ 2"X2"X36'i .PT SYf-' STAKES (MIN.) ALL WIRES 1'0 BE t'~^f~KEr) V~Tt~ ORANGE FLAGGU~G TAPE. 120 DEG T8EE P1-A~W~QJ;:T Alb t~OT 10 SCALE '~--------"------~--~----I-'-~-------------~---- · TREE LEGEND ~- c:- ,~,.:~~:-~--- @ J:. ,~-.... \x) ".,~, .r. EXIST1NG TRf~E TO (~E REMOV[{) (SIZL, SPECIES AS NOTED) NOTE: CONTRI\CT()f( S~I^LL COMf)LETELY REMOVE EXISTU"C; f.>f:Af)/[)AMAGEfJ l'REE At~D RO()T BALL. EXISTING TREE: TO REMA'N AND C;RE[)11TD TOWAR[)S REQUIREMENTS (SIZf~, SPECtES AS t~Ol'ED) -~--_._-_._-------p~----------------- C"'~ (. '.....'i I , I I I I I I I I I t I I I I I I I -:..-:::-:::> .,~ c/) (> ~~- .,------~---~_.......--.-""'-----------~,......~------_.. ~. ~...:', ~,. ..;; '. +ili ~~~ '~~ ~~J l~:J' . '. ....~~ ~ ~ ~.i4:,.~..: ':i~. ~~.'~ ,,"i ~~ ~ TOT/\L GRE(t~~)r-)/\(;E ARfJ\ PROVlr)E[J ::: 4 ,51 8 sr' L'13 It- --.....~ . .~ .L ~. l_15 ....'" "- \ , \ \ \ ~.- ,. '." ". 7 . 5" , E,t.M , , \(5 \ t.. · 7 .5" CLM "*'.r \ \ , \ , 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 I , , I I I ( I I I I , , I , ~ ~J COt\jTRACTor~ St~ALL MO[)IFY EXISTING AND INSTALL. NEW Ir<r~IG/\l'tOt~ SYSTEM TO PROVIDE 1 00% COVERAG[~ T() ALL lANf)SCAPE I\REA~). '--:'C""..~.. " /) ~, ~. ~ ~ 1'- ~"1. ~J ~J -.., ----------,---~----------------- tAN[)SCAPE CONTf</\CTC)R S~iALL UTtLJZEVIA81..r= EXIS1.It~G f)LANTING MATERIALS W~iER[ FEI\Slf3l-E ~) ~) ~~ t~..... ~ e CJ, CJ1 '--.- . - . ...---.. . ~ . ------- I , I I _~,~ I ~': I rUl I t I . , I f I 0:: ~ ~ ~ ~ tt~ tfJ " .~~ J::> ==ZJ r -r-' J; ------------------ MATERIALS LIST .....~~~......--...--'....--~ ~~~. ~~~~,.~-~~ ----------_._-------~--_.._------ ~,~-------...-----.--.~~~~~-~~ QTY KEY BOT ANtCAL NAME COMMON NAME SPEC'FtCA TIONS. .......................~~~..-,.~ --.~-----~~~~~~~......-._~ ~~.....~---~~......~..........~........... B/8 a' ht.. 3'-4' spr., 2" caliper 8/B 12' oah. 5'_6' spr., 4" caliper B/B 12' oah. 5'_6' spr., 4" caliper B/B 12' oah. 4.'__5' spr., 4" caliper 8/B 12' ooh. 4'-5' spr., 4" coliper 4i LI MG QV 1"D UA Logorstroerrtio indic(1 Mognolia grondifloro (~ucrcus virginiono T oxodium distichum Crope Myrtle Southern MognoHo Live Oak 7 6 Bold Cypress Wing Elm Uhy,us alalo 31 85 f~1 VS Raphiotepis indica Viburnum suspensum Indian Hawthorn Sondankwa Vil)urnum 3 gollon. 24" D.C. 3 gallon, 24" above finish grode, 36" O.c. 61 LME Liriof)C muscari 'Evergreen Giant' Giant Liriope 1 gallon, 24" o.c. SOD Pospalunl nototurn "Argentine" Boh1a Sod 95% Weed/Disease-free, Loid tight, Rolled MULCf-t Grode J A' Shredded Cypress Mulch Mulch t.O 3" depth -----~-------..-.~_...........-~~~............ LANDSCAPE REQUIREMENTS B.Jd.W; EAST - U.S.19. ::= 156 l_F 15' WIDE BUFFER AND 1 TREE PER 3f) LF ::= 5 TREES CONTINlJOUS HEDGE m1iE-&PEOIE8REQUl8EMENr~ 2() - 29 T()TAl- TREES == 3 SF'ECIES REQ'D IQI.AL.~E:1LA.tflLPEQW)JJ} . 1 9 PROP()SED NE,W l'REES AND 8 EXISTING TRE:ES PROVI[JED mIiiBltm VEHICULAR USE AREA- V.U .A. (REF. TO SITE PLAN) := 21,360 SF. REQ'D LANDSCAPE AREA := 2,136 S.F. REQ'D AND PROVIDED (10% OF GROSS V.D.A.) WITH 8' MIN. DIMENSION / 150 SF MIN. AREA 1 '-REE PEf~ 150 SF REQ'D If~TERtOR L.A. :=: 14 TREES t~If~. 1 TREE PER LAt~r)SCAPE ISlJ\t~{) AND SHRUBS REQUIRED 50% OF REQUIRED GREENSPACE GROUNDCOVf~R Sl~ALL BE UTILIZED IN tJElJ or TlJRF AD.-illIJ9liAl TREE ~{b.P.1AC.bMOO PER THE CITY OF CLEARWATER ADDITONAL REPLACEMENT REQUIREMENTS ARE NECESSARY FOR THE SAM'S CLUB SITE. l'HESEINCLlJDE TJ~E FOLLOWIt~C;: (8) 3" MAGNOLtAS (7) '5" LIVE OAKS (2) 2.5" ELM (75) 3 GALLON MATERIALS 8UILD~~O~PAT'ON PLANT'~81 FACADES r/\clt~G R.O.W. ONl-Y ~ 9 LF [j~ PLANTf:R Wlr)TI~ ;= 45 SF 2 AC;CENT TREf~S OR 3 PAl-MS PER 4() l-F :=: 1 TREE 1 SHRUB PER 20 SF OR 50% SHRUBS/50% GROUNDCOVERS = 2 SHf<UBS (REFER TO SHEET L2 FOR PROPOSED LOCATIONS.) ADDITIOtiAL _NOTES fmeLAOE.Mt;liU.m;J;S~ 1.r~EES 4" CALIPER At\jD GREATf~R TI-iAT ARE REMOVED DUE TO DEVEt_orJt~ENT ACTIVITIES Ar~[ TO BE. REPIJ\(;ED ON AN INCi~-'FOR-It~Cfi BASIS, (EX(;l_UDINC, DEAD /DISEASED / OR TREES IN POOR CONDITION) TOTAL INCt~ CALIPER REMOVED := 281) CALIPER TOT I\L 4" TREf2S REPLACEMENT REQlJIf<[() 28 / 4 co (7) 4" CALIPER TREES REQ'[) ALL AREAS OF NEW PLANTING SHALL BE MULCHED WITH GRADE 'A' CYPRESS MULCH OR APPROVED EQUIVALENT AS MANDA TED BY CITY OF CLEARWATER. AREfI.s NOT PLANTED WITH TREES, SHRUBS, or< GROUf~DCOVERS Si-iALL BE SODDED Willi f3AlcilA SOf). CONTRACTOR SHALL MODIFY EXISTING AND INSTALL NEW IRRIGATION SYSTEM TO PROVIDE 1 00% COVERAGE TO ALL LANDSCAPE AREAS. It os per City of Clearwater landscape code requirements ----~~------,-_--.-...-..-----.-..~--'"-------._----- GENERAL NOTES 1. ALL LANDSCAPE MATERIAL SHALL BE FLORIDA NO.1 GRADE OF BmER AS SPECIFIED IN .QB6P...t:.s.._l~...s1AtiMfill..s__[QB-_- ~_, ~ THE DI~SION Of PI~T INDU~R\, FLORIDA DEPARTMENT OF ~RICU~URE AND CONSUMER SERVICES, AND SHALl. CONFORM TO CURRENT AMERICAN ASSOCIATION or NURSERYMAN STANDARDS fOR NURSERY STOCK. LANDSCAPE MATERIAL SHALL. BE INSTALLED ACCORDING TO SOUND I~URSEf~Y PRACTICES. 2. ALL REQUIRED PERIMETER SHr~UB MATERIAL SHALL BE A MINIMUM Of 24" HEIGHT AT THE TIME Of INSTALlATION AND SPACED NO GREATER THAN 36" ON CENTER. INSTALLATION OF PROPOSED SHRUBS SHALL NOT ADVERSELY IMPACT EXISTING TREE ROOT SYSTEMS AND SHALL BE FIELD ADJUSTED IF NECESSARY. 3. ALL REQUIRED CANOPY TREES SHALL BE A MINIMUM OF 12 FT. OVEr~ALL HEIGHT WITH A MINIMUM 4" TRUNK CALIPER (MEASURED 6" FROM GRADE) AT THE TIME or PLANTING. ADJUST TREE LOCATIONS AS NECESSARY TO AVOID CONFLICTS WITH UTILITIES, OBSTRUCTIONS, ETC. .REFER TO MATERIALS SCHEDULE FOR EXACT SPECIFICATIONS. 4. PROPOSED TREES SHALL OE LOCATED A MINIMUM OF 5 rEET FROM HAHDSCAPE ELEMENTS, SHRUBS SHALL BE SPACED A MINIMUM or 2 FEET FROM HARDSCAPE ELEMENTS (e.g. BUILDINGS, WALKS, CURBS, DRIVES, ETC.) 5. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED TO PROVIDE 100 % COVERAGE AND/OR MAINTAIN .rl-iE LANDSCAPE AREA n~ 1\ HF-Al_Tt-iY t~At~NER. 6. ALL PLANTINGS SHALL BE MULCHED WITH A MINIMUM 3" LAYER. ALL TREES IN LAWN AREAS TO HAVE A 6 FT. DIAMETER MUl~C~'i r-<ING AROUNrJ THE Tr~ut\jK. 7. THE LANDSCAPE CONTRACTor~ SHALL SOD ALL DISTURBED AREAS. 8. THE CONTf<ACTOR IS RESPONSIBLE FOR THE CLEAN_UP OF THE PREMISES AND REMOVAL OF ALL DISCARDED AND SURF'LlJS M/\TEf~I/\LS A,~r) r~U8BISt'i. 9. THE LANDSCAPE CONTRACTor~ SHALL VERIFY THE LOCATIONS OF EXISTING TREES, SHRUBS, AND LAWNS, PRIOR TO INSTALU\TION OF PROPOSED MATERIALS, EXTRANEOUS MAT EH IAL.S SUCH AS ROCKS, DEBRIS, UNACCEPTABLE SOILS, BUILDING MATERIALS, OR ANY OTHER MATERIALS THAT MAY BE A DETRIMENT TO THE HEALTH OF THE PLANT MATERIALS SHALL BE REM OVED. J.t:iL...P.1At'L1A'fQJ1L_Sjj&LJlO..YJ,:llli..Jl.iLf;:XllC.L.QUA.t{UJ]ES-...Qf~..Sl:I:L18MD..s.cAer:~-' 10. THE LANDSCAPE CONTRACTOR SHALL BECOME ACQUAINTED WITH RElATED SITE IMPROVEMENTS, INCLUDING SITE GRADING, PAVING, AND ALL UTILITIES (WATER. SEWER, POWER, CABLE, ETC.) TO rf<ECLUDE ANY MISUNDERSTANDINGS AND ENSURE 1\ Tf~OlJBLE FREE tt~STAL.LATION. 11. THE EXACT LOCATION or EXISTING AND PROPOSED STRUCTURES, UNDERGROUND UTIUTIES, AND PIPES, ETC., MAY NOT BE AS Il~DICATED ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE THE LOCATION or THESE ITEMS AND SHALL CONDUCT HIS WORK IN A MANNER TO PREVENT INTERRUPTION OR DAMAGE TO EXISTING SYSTEMS WHICH MUST REMAIN OPERATIONAL. THE CONTf<ACTOR SHAU- PROTECT EXISTING STRUCTURES AND UTIUTY SERVICES WHICH MUST REMAIN OPERATIONAL AND SHALL BE RESPONSIBLE FOR THEIR REPAIR/REPLACEMENT If DAMAGED BY HIM, 12. CONTRACTOR SHALL CALL SUNSHINE STATE ONE_CALL AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION ACTNITY. (1-80()-432-4770) ---------~~-------....~~----- CALL 48 HOUr~S BEFORE YOU DIG HARDEMAN · KEMPTON & ASS()CIATES It's the Law, 1_800_432_4770 lAJ1JdSCRpC AfcJlitects 2207 W. NORTH 'AI ST. TAMPA fL 33606 (813) 258_0066 SUN~HINEST A TE ONE CALL OF FLORIDA, INC, .,..,... ". HARRISON Fl~ENCH ARCI-IITECTtJH.E 'I , --.--...~~,_...........-.-~~"'" 5: m o ld ~ <( fb &: [..'..... . .-1 .' ~-.'~:~:]. .I.................. .~....... ,~.. ~ z --->. ~ . ~ t~__.~.. ....".]. ..~. .... @;~ i!'.' l'.....~--~.~.J ..s:.... .~. . """~-=].. ~ ......:-.~>............ I . 41. m..... L~.t .~-....,-.....~ j#'" ~ .._~~.~, v ~ ~ ma It Ii ~ ~ ~ ~ d Ct~ ~---~--~......------...... -_-.-.......~..-----~~~~----- SAM'S WHOLESALE, CLUB C'AM' , C' ",) ,.) FlJ ELIr'-JG CLUB ~~T /-\ TI 0 J'-J CLlJB II 6 4 CLEARWATER, FLORIDA SAM'S CLUB 608 S.V~. 8TH STREET BENTONVILLE, AR 72712 Sheet Corltents: LANDSCAPE PLAI\j OrCJwn 8y: KC Crlecked BY: JER ReViSions: 1. Added landscopc islond per comments 4/5/02 DDS prOject Number: DOte: Sheet: R9000 2_14_02 SHEET L-I Copyr 19ht C I:. Lr T .~ ~ i~~: _ ------------------_....~---------------_._--_....... PLANT fO 81lAR Jljf SAME ReLATIONSHIP TO FINISHEO' GRADE A3 tT BORE IN n-f~ CONTAINER TREE SHALL BE STAKEO USING 114 'MRE AND 2"X2"X36H PT gyp stAKES ORlVEN BELOW GRADE. ALL WIRES ro BE MARXED Wrnf FLAGGING TAPE. ----- JU CYPRESS MULCH LA 'fER 6~-12H TREE SAUtER '20 DEe -~- x -J 2X --_ TREE SHALL BE STAKED USING #14 BRAIDED \VlRE AND 2"XZ.XJ6lf PT SYP STAKES (MIN.) ALL WIRES ro BE MARKED 'Mrn ORANGE FLAGGING TAPE. TREE PLANTI~G DET AtL PLAN T TO BEAR T~jE SAME RELATIOl'jSHIP TO f+JNfSHED Cf~ADE AS IT BORE IN n~E CON T AINER PLANTING ~~()LE TO ~"JA 'IE VERTICAL SIDES NOT TO SCAI..! .~ t() "~"\ ~ 1 ~~o o ~ 'Olf. ~ cJ.t J" CYPRESS MULCH ~ ~ ~LAYER . -------,L----.:::r_ FINISHED GRADE Tf:LUrm-um '. . .~: l~rn m ~ml1R u::' /. :;<,':- .-:: PLAN riNG BACKfILL iEi~ill ill 1'~;[--EXISllNG SU8GRADE Tn m~.m~m -~2~ ~l SHRUBI GROUNDCOVEA PLANTING DETAIL 'TREE LEGEND .~~~-~--~~-- (jJ Tree tdentltrcQtron T09 (reference 1'8 below) II. Cltcl!) Qroon<t tr~& number below fnd[<,;Qtea existing tree to bQ removed. t Lourel OQk, 2<Y nt., 10' sJJrd. ].. <,;,)1, @ Uve Oole, 12 ht, 8' sprd., 3" col, 2 LIve Ook, 12 ht, 8' sprd., J" co,. 67 live O<lk. t6' ht, 12' sprd., 8" ctll. 3 live Ook, '2 ht, tY sp-rd., 4" col. 68 lc.lurel Oak, 16' ht., 12' sprd., t()" col. T Laurel OClk, 12' ht., 8' sprd., 5.5" co,. 69UvQ QQk, t2 ht, 8' sprd., 5" C<lI. a 13tump 70 lourel Ook, 16' ht., 12' sprd" 10" col, LIve Ook, 12' ht., 8' sprd, , 6. CI)I. 71 Uve Ook, 12 ht, a' spid:, 5" col. 7 live Ollk, 12' ht., 8' $pr(]" 4" co/. 72 live Ook, 12 ht, 8' sprd., 5. co/. a lIV$ fkIk, 12' h t., I)' spM" 4" col. 7 J LQ ure! OC.lk, 16' nt., , t sprd., to" Cl.:ll. 9 live Ollk, ~2' nt., 8' sprd., 6" CI.:II. 74 live Ook, 12 ht, 8' sprd., 4" col. 10 UVIJ Ook, t2' ht., 8' aprd., .3" col. Q5) Live Oak, 12 ht, 8' sprd" 4" 4;0'. II lIva Ouk, tt ht., 8' spl'd., (}. col, ~ Uva Ook, 12 ht, 8' sprd., 4" co,. 12 Uvo OQk, 12' tit., ~ sprd" 4" co,. 77 LEva Oak, 12 ht, a' sprd" 4" col. 13 L1Ye Oqk, 12' MI, Ii sprd., 6" col. 78 Uve Ook, t2 ht, 8' sprd., 4" cot. 14 lourel O(lk, 12' ht., 8' sprd., /illco', 79 Uva OClk, 12 ht, 8" sprd., 4" cal. 15 lauro' Ook, 12' h t., 8' sprd" 6" col. 80 Uve OQk, 12 h t, 8' sprd" 4" col. 16 LIlUfe' Qok', 14' h t., '0' sp rd., a" c~/. 81 I./V6 Oak, 14 h t, 10' sprd" 7" c 01. 17 Wtl1ged Elm ~t ht., 10' sprd., 5-' col, 82 Uve Oak, 12 ht, 8' 13pn}, , JIJ col, 18 WInged Elm 12' tit., 10' sprd., 5" ,col. 8J Uve Ook, 14 ht, 10' sprd., 6" col. 19 Wfrtgl)d Elm t2' ht., to' aprd., 4,5" col. a4 lIv6 Ook, 12 ht, 8' sprd.. 4" col. 20 WT09fJd E/io 12' ht., 10' sprd., 4" col, 85 Uve Ook, 12 tit, 8' sprd., !!l col. 21 WInged Elm tt ht., 10' eprd., .- col. 86 live 0014, 12 ht, 8' sprd" 5" col. 22 Sob(]' Polm, 26' ht. 87 live Of.lk, fO ht, 6' sprd, , J" col. 23 S(Jb<J' Polm, 25' ht. 88 Sobol Polm, 25' ht. 24 Wln<jed Elm 12' h t., 10" sprd., 4" col. 89 S<lbol Po'm, 25' ht. 26Lourel Ocik, H' ht., 10' sprd" 7" co,. 90 Live Ook, fO ht, 6' sprd., J" CIlI. 26 Uve O(Jk, 16' ht., '2' sprd., 811 col, 9t WInged Elm 12' ht., 10' sprd., 5" col. 27laure' Ook, f4' ht., 10' sprd., r col. 92 WTIlged Elm f2' ht., 10' sprd., 4" col. 28 Uve Ook. t 4' ht., 10' sprd., a" col. 93 WInged Elm 12' ht., to' sprd., 4" co,. 29 laurel Oak, 14' fit., to' sprd" 6" col. 94 WInged Elm 12' ht., to' sprd., 5" col. .10 LOlJret OlJk, 14' ht., to' sprd" 7" col. 95 Wfnged Elm 12' fit., to' 8prd., 5" col. J 1 l <.tu reI Ook, f 6' " t., t 2' sprd., to" col. 96 wtmJed Elm 12' ht., 1 0' apt d., 5" <<;1)1. J2 liVe Oak, 16' ht., 10' sprd., 10" cal. 91 WTnqed Elm 12' ht., 10' sprd., 5" col. Ja live Ook, 14' ht, 8' sprd., 8" col, 98 WInged Elm tt ht., to' sprd" 5" col. .34 Slosh PIne, 20' ht., 10' sprd., 5" C(J/. 99 WInged Elm t2' ht., fO' spr(1., 4" C(ll. 35 L1Vf3 OGk, f.' ht, 8' aprd., to" col. 100 Winged Elm 10' ht., 8' ~prd" 2.5" col. J6 Slash prne, 20' ht., to' sprd., 8. col. 101 WInged E'm It ht., to' sprd., f' col. . J7 Slosh PIne, 20' ht., to' sprd., 7" CI)1. 102 Wfnfjed Elm t6' ht.. 14' 8prd., 7" col. .38 Slosh PIne, 20' ht., fO' sprd" 7" col. 103 WInged Elm t6' ht., t4' sprd., 7" col. 39 Slash Plh e, 20' h t., t 0' sprd., 7" col. to 4 live OClk, 18' h t.. 12' sprd., 1 0" col. 40 llvf,J OlJk, 14' ht, 8' sprd., 8" col. 100 lIvo Ook, 16' ht., f 2' sptd, , i' col. 41 Slash Ptne, 20' ht., 10' sprd., 7" col. 106 M091loHo, to' ht., 6' sprd., 3.5" cuI. 42 Slosh PIne, 20' ht., 10' sprd., '/" cQl. 107 Mugnollo, to' ht, 6' 5prd" J" col. 4J Uva Ook, 16' ht., fO' sprd., 10" col. t08 M09nollo, 10' ht, 6' sprd., J" cuI. 44 S"J~ PIne, 20' ht., 1(1 sprd.. 1" C'JI. t09 Crepe Myrtle, 10' ht, 6' sprd., 3" col. 45l1ve Ook, t4' ht, 8' sprd" r col. 110 Crepe Myrtle, 10' ht, 6' $prd., J" CIJI. 46 live Ook. 12' nt, 8' sprd., 5" col. III Wlnqed Elm 12' ht., 10' sprd., 4" co/. 47 WlllfJed Elm 12' ht., to' sprd., 5" cot. 112 WInged Elm 12' ht., 10' sprd" 4" co,. 48 WInged Elm 12' ht., 10' sprd" 5" col, t 13 Mognolla, t6' ht., 10 sprd" 4.01t col, 49 Slosh prne, 20' ht" 10' sprd., 8. col. 114 Holly, t6' ht., to sprd., 6" cIJI. 50 Slash PIM, 20' ht., 10' sprd., 6. col. I t5 lOlJre' Oak, 18' ht, 12' sprd.,. 9" col. 51 Slosh PIne, 20' ht., 10' sprd" 4" col. 116 WInged Elm 12' ht., 10' sprd., 4.5" cuI. 52 Slash PfM, 2(1 ht., 10' 8JJro., a" col. 117 WInged Elm 12' M., 10' spl'd" 4" CQI, 5J live Ook, t2' ht, 8' sprll., 4'" col. 118 WInged Elm 12' ht., to' sprd., 4" CQI. 64 Slosh PIne, 20' nt., to' sprd., 511 col. 119 Wln<jed Elm 14' ht., 12' 13prd., 7./i" col. 55 SobQ/ PolIO. 2.5' ht. t 2.0 WInged Elm 14' ht., 1 t sprd., 7.5" ctll. 56 Sobol POlIO, 2$' ht, t21 lourel Oak, 18' ht, 12' sprd., 6" col. 57 live OQk, 12' ht., 1Y sprd" 5.5" cuI. 122 laurel Ook, t 2' ht, 10' sprd, , JJt col. sa Live Ook. 12' Ht., fY sprd., 6" col. 12.' L<lurel Ook, 16' ht, 12' sprd., 6" c(JI, ~llYe Ouk, 14: ht., to; sprd, , 6: co,. f24 L'luret O<Jk, I~ ht, 10; sprd., 5: C<ll. '. live Ook, f4 ht" 10 sprd., 6 col. f20 Laurel Ook, 14 ht, 10 sprd" 5 col. live Ook, f 4' h t., 10' sprd., 7" cot. t 26 M o<JII oj r (J, f 4' h t., 10' spfd., 5" col. 62 M 0911 ollQ, 12' h t., 8' $prd., 5 It col. 127 Mqqn oUo, 14' h to, 10' sprd,. 4" cot. 63 Uve Oak, 14' ht.. fO' aprd., ff' cof. ~' lIve O<Jk, 16' ht., 12' spro., 8t, cat 6+ LIve Ook, 14' ht., 10' sp r<J. , 8" col, 2 MQ9nollQ, 14' ht., to' ap,d" 411 cot. 65 Lourol Oak, 16' ht., 12' sprd., 12" co, t live Ook, 16' ht., 12' sprd, , 8" ca!. '31 M(l<jl10UO, t 61 h t., 10' sfJrd., 7" .cfJI. ~""'~1~_~~~ ~JOT TO SCALE TREE RePLACEMENT --------"'"-,...........~---------------..__._----- REPLACE ALL fREES AS SPECIFIED ON THE PLANS. THESE TREES HAVE BEEN DENOTED AS REQUIRED REPLACEMENT PER THE CJTY OF CLEARWAfER. CONTRACTOR SHALL COMPLETELY REMOVE EXISTING DEAD/OAMAGED fREES AND ROOT BALLS TO BE REPLACED, ALL PROPOSED LOCATIONS SHALL BE FIELD CHECKED TO VERIFY PROPER CLEARANCE FROM EXISTING 'fREES, UTILITIES, ETC, ANY RELOCATIONS TO 'AVOID CONFLICTS SHALL BE APPROVED BY THE I.ANDSCAPE ARCHITECT PRIQB TO FINAL TREE PLAN"fING. ._---~----~--~-------_.._-~----~- --.----.--------------------.--------..---- MATERIALS LIST -..--.----.---~---------.---.-------~-----.----.------------.----------......0.-...._____ -~-------_._----------------_._._---------------~_._--------.----------------..--- QTY KEY BOTANICAL NAME COMMON NAME Sf.lECIFIC'A T'O~IS -----_._-----------_._--------.......__.._-------~_._---------------.---- 8 J 4 MG QL QV M09nolfo qrandlfloro 'O.D. BJonchar(j' Quercus lourifollo Quercus vrrgfnf<Jno Southern Magnolia Laurel Oak Live Oak 8/B, 12'.-14' ooh. 5'~6' spr., .]" d.b.h. 8/8, 12' -14' C)dh. 5' --6' apr., J" d.b.h. B/B, 12'-14' ooh. 5'-6' spr., J" d.b.h. JJ 62 RI VO Rophiolepis ;ndfctJ Vlburnurn (Jbov<Jturn Indian ~towthorn Wolter's VIburnum J gallon. 14" h t., 30" o.c. .3 <jollon, 24" above fln,Ish grado, 36J' e.c. MULCH Grode 'A' Shredded Cjpress Mulch Mulch to _3" dopth -------.-----.--------------.---..--.--------------------<-------------.----.---.--.--- GENERAL NOTES --------~~--'--~----_._--------------_.------........_--------------.------------.-------- -~------------_._---------------------_._._._-----------~--- 1. ALL ~NDS~PE ~TER~l S~MLL BE FLORI~ No.1 G~DE OF BEITER AS SPECIAED IN G~DES AN~~~N~ ~_ ~URSERY PLAN-rn."YARTS I AND 1/, BY THE DIVISION OF PLANT INDUSTRY, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, AND SHALL CONfORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMAN STANDARDS FOR NURSERY srOCK. LANDSCAPE MATERIAL SHALL BE INSTALLED ACCORDING TO SOUNO NURSERY pr~CflCES. ttJ1 ~ ~ ~ ~ ~ ~ ~ P1 -< ~/~ 0i~ ~ 2. ALL REQUIRED CANOPY TREES SHALL BE A MINIMUM OF 12 FT, OVERALL HEIGHT WITH A MINIMUM 4" TRUNK CALIPER (MEASURED 6" FROM GRADE) AT THE TIME OF PtANTlNG. ADJUST TREE LOCATIONS AS NECESSARY TO AVOID CONFLICTS WITH UTILITIES, OBSTRUCTIONS, ETC, REFER TO MATERIALS SCHEDULE FOI~ EXACT SPECIFICATIONS, 3, PROPOSED TREES SHALL BE lOCATED A MINIMUM OF 5 FEET FROM HARDSCAPE ELEMENTS, SHRUBS SHALL OE SPACED A MINIMUM OF 2 FEET FROM HARDSCAPE ELEMENfS (e.g. BUILDINGS, WALKS, CURBS, DRIVES, ETC.) 4. ALL PLANTINGS SHAL.L BE MULCHED WITH A MINIMUM JIJ LAYER. ALL fREES IN LAWN AREAS TO HAVE A 6 Ff. DIAMETEr~ MULCH RING AROU~lD -rHE ~rRUNK. 5, THE LANDSCAPE CONTRACTOR SHALL SOD All mSTURBED AREAS, 6. THE CONTRACTOR IS RESPONSIBLE FOR THE CLEAN_UP OF THE PREMISES AND REMOVAL OF ALL DISCARDED AND SURPLUS MATERIALS AND RUBBISH, '. INSTALLATION OF PROPOSED MATERIALS, EXTRANEOUS MATERIAlS SUCH AS ROCKS, DEBRIS, UNACCEPTABLE SOILS, BUILDING MATERIALS, OR ANY OrHER MATERIALS THAT MAY BE A DETRIMENT TO THE HEALTH OF THE PLANT MATERIALS SHAll BE REMOVED, niE.....P1ML..L8YOYI SHA~tt...W.J: EXACT QUANT~QL.eBJJPOSEI2jJ\.llQ3CAPE:....MATERIA6 8. THE LANDSCAPE CONTRACTOR SHALL BECOME ACQUAINTED WITH RELATED SITE IMPROVEMENTS, INCLUDING SITE GRADING, PAVING. ANO ALL UTILITIES (WATER, SEWER, POWER, CABLE, ETC.) TO PRECLUDE ANY MISUNDERSTANDINOS AND ENSURE A TROUBLE Fr~EE INSTALLATION, 9. THE EXACT LOCATION OF' EXISTING AND PROPOSED STRUCTURES, UNDERGROUND UnLlTIES, AND PIPES, Ere" MAY NOT BE AS INOICATED ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE THE LOCATION OF' THESE ITEMS AND SHALL CONDUCT HIS WORK IN A MANNER fO PREVENT INTERRUPTION OR DAMAGE TO EXISTING SYSTEMS WHICH MUST REMAIN OPERATIONAL. THE CONTRACTOR SHALL PHOTECT EXISTING STRUCTURES AND UTlLIlY SERVICES WHICH MUST REMAIN Of'''Ef:JA~r'ONAl AND SHALL BE '~ESPONSI8LE FOR fHEJR REPAIR/REPLACEMENT lea DAMAGED BY HIM. ~ ~I 10. CONTRACTOH SHALL CALL SUNSHINE SrATE ONE_CALL AT LEASr 48 HOURS PRIOR TO ANY EXCAVATION ACTIVITY, (1_800_432_4770) LANDSCAPE PLA~J r I~ ~ .d CJf I: . ...... I~ .~ 1 "",,"'H ,,:. ,.... _~ \.' . ~ () I~ ~ rr, ~ ~ I~ / ""~r,jiij"~ {r, ',: ~ l"y~ ...< ~'\ t" (:.r#---S,...uc# ~ . ~T~ R/W__L/~[ ~ N 89.42'4.1' W 180.00' DESC "THE REGENCY' PLA T BOOK 85, PAGE 18 SOUTHERLY BOUNDARY OF' HTHC ReGENCY' l-'-'--Il -----=====dJ INGRESS-EGRESS ESMT ~8 5317, r1'l 1591 .... ~-"~."." .t". -.....~ ~.. - ~ "., .'.-- ,>.. j- .,,_.. ...~. .... , , · " "'" .,., -: ~ -: ."",; . ,n,' ....... . ...... ~,,-~~ ~-, '...' ."+.' '~.~.' . ~'." ", ~.~I'c' ~ ,#. .. .... ~ .'.'uo h <; :~- f461 ~), ...... :P"~'''''~''~7''' .... ;.' , t_ _gn fA..........; ,.;..,r<...~........ .1~... ..::.J~r[,'~ . ~ jl ~; ::; ---.-------------------------------- ffiJ}- .': ~~ ...... 1 t... ~"'. p.)~; 'J,.- . 4.-.... ~ .... ',. -rrm ~*,:.~ ~ ~ . ::"!; ....j;> ~, . J: '. jJ8J '.' ,. , "'I "")0";- .~b- "'t ~..~ l\V,," t~ yl-' ~, ....-); ;.-' 4~}'" : ; ---------~------------------ ------------------.---....-.------------ ClILF 1'0 BAY BOULlf011?lJ (Sl~Tfj' ROAO 80) (R/IY VARID',S) ==_::==:.:==::~::::...:]~- ,..,,,............. ._"~~-~----~....._..._-....., . '-4.-... "?~:~'>~" --ij:i~::" ' --~.::.====~....:::::::=.-- r~~J @J} l61J (fill =;e~~'t., . '~ ~~~~~~~~ -"'-'?"",~ ~ . ~ <: <: ~~~ ~ Q; r=~ -gO; 1"- ~ .. ~ J ~ ~ ~ . ,- .p~ ......" .... ,.. f.... .' .."' \ ~'., · ~ ~ t ,,,", -..:.. ~,'. -.i "~,' ~ ~., ~ ,: :~ ~ ~ J------------- -- 8 . . o 0') -~ --r------ ~ .....-- ~.: -~.....---~~........~~ . ~ . 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