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HomeMy WebLinkAbout2210 W 25 St #24103 (a) Site Plans (2),_ :: - - > .� F ,. - ,� 4.� -_ , - � - — i i .. . � .'. .' e III_11qKER 1 _ MA SIJ R. TE Y' 5OR A' T E -I A L R P ,Sfmifwtt, COUNTY FLORIDA''. DESCRIPTION 'E -'feetNot-th of the. SW i n i nq,:a ."af-paint ;1 5 6, e t ast, a n d, 9 I -S i'd 3 5 -T-SoAh �t��R'aTige 0 "S no f 3 e mi I e',..C'o u n't y, ne-o e c,: I n owns 1p�: 1- o n' i pin P t �oe in n- --'t h 0 Nor I i e.- of �.'Geneva venu- o" s -p t A' e pi, :, f eabdard, o asE,ka n d h V., R i h' -b f n e C. he Rii'l r o a d', rb n East -0 4 '-f e e t et-" - t, e n c b� `V �3 72 e6t I 5 '�,,_3 3 -,thence Ves t'206,2! .00-,f e �t 6 " North the .-SW-,cor'ner.% o n s, East;. and- 330�_ e of- said-' 1 3, `-f e ce 'run N_o rX h .�,,2 5,2;. 0 0 :f e� e t, -t h en c 6s t:- 91-t 6t-7- t'h e h - ' S - h, i f - . t6untry,'Club :Road,° '3 out ,�R,iqht-b ,�-Way 'o ay- 9 0, 968 '52.j'fee t to,the.East * r. 8f 'O. 0 .00`031GON., Wadi b f 'S e'a o'a' r" 6 t 6 a S t iTr - a d,' thence 0 "feet' ,a,.­q�ur, e, concave :'Wester.ty ha'ving" a. radius,' o.f 3797.07 and, feet tby,-a , $a'i d curve` a n- arc I f- . TO 001'' thence 566tfierlyy.�s a.1 o n . 6 9t -'A'4% of, Be'ginn ng.- CERTIFICATE E 0 k! S`C ER T f _SURV d phi'cal Survey of the above s", t q c, r 't y, t a -Boundary, an Topogr s c r 6 e d t`':' -was .m`ade: under 'my -direction and the Plat hereon is a ..,",-c'oYr'ec-t-'v'represe':,htAtio'n, of' �the same to.:th'e.best•of myknowledge and belief. rmum,tTechnical Standards s S.e.i forth in -Chapter. 21 :.HH-&, B.4 U t n min.- v '-Cod6­-ACopies f s.ur.veyar., F 6 a tra t. e �0 e. invalid unless. embossed. f t K tb'e, _.SO�Lr.� e,.sury yor. 1653 1,•:AU G 88 -.ES- INC. -e vin e -Av "k -ida**- Sanford, t o n. 4 322 22 7 0 h 4,1653 unless n.�set,.Wit }ca erVi- e, -- note p on, urnis eo�Nngs b n"'de'-s-cri Itr ed d h I'ase -6 by" noi,..eb�trattd, 'the -I and of record,_ hat may :,affect ''-v. the, s'ubect:property. -N. k/'C,-M6-7-Aq IIIJTE95LCCTIOAI COA, 07� I'L Y AlkV 'OLD, -A C -.Lr, _e,60U7 5'rF6'tT;'ECFV : 47 &7; BASED ON U.S.G.5, DATA t5 15.A5CD OAJ ELEVATION 51407-5 45 SHOWN. COA/70UR (o A C9 ES L, A'C A &-A 66 la& A 45 < 0 < v IA2 .4 6 Z7Lt:Z:Zzz�� /V d915 V/ UO W N At P -00 14"— •46.0• Al. 6 Al 24'• 0hk AA I- 14-COA 3G Q2G 20-OAk 28.7 .0 A- A4 9 Cn \1 6.6 A (I A6 k; A p. Af) 0 c —A(JQ5 -POP04 tr 0"DNC. .0 PO/A�60 ko rk A RgF40 ro Yne 4,6 Ab 0 51.5• 'fop I46 /00;1�9 6 E:O b 6- 'b A16 0 ALUM 90L ECO ED EA 9T 4-4 01VC. MON. LU LZ 67T CAP 4b'- IC IV C 0 N C E T A A A'I I ro_ Poe- r oo AS C0,41C. � , tSUPPO 75 I 46 IA -k A D 0 ID S I-4 V •E N f T f .5 k2- 65 (T covo s7z)K,4GE 2 t5T' A let 01yr- o A' OR IO'C. LK. pW.4 L L A 0) FL 4 7 CONC. ROOF 32 FCCiVERED ON R EC 11D tq 4 4 C. M. C T 206. 9 k P,/,g zli 'L r c-4 p wE s 0 Oi /V.,PC /,q . e, I . - -_ - , I - . . T --------- 83. X I . . ' - ' A Ael — . I 9 , A* 0 ,130 ICO/V C. j5 LK. BLDG. 0-6,cob. *15 CO qq • DRA IN AGA V1 -•E U/Y. SIDI (at -OCK F4CTdR 7 ABOVr'6ROUML 61 �-,-COIJvEmA -CEMENT SILO I0 le' VIA. "E -M L TANK IIVA-7-A L I 0 j COC. gtl.-,Po R-rs O' / 56.3' A. If 4 5 p 6. 7 ri 17 �L J 21 22 23 24 �4 e �l 14 15 16 19 20 21 22 23 24 A 0 B-/5-88 5-17-B9 um h , : e ' ^niin17-ov onnn 14 15 16 19 20 21 22 23 24 A 0 B-/5-88 5-17-B9 um PIPE TO /21- 0 "ABOVE GRADE w/SCREENED WEA THERTI TE CAP PIPE UNION = SHOP 2"0 GALV. ST. PIPE (WRAP /N 30 # FELT) 275 GA L OBROUND TANK MANHOLE w/STUB UP—i � I BALCRANK HOSE REEL # B204/3 f> BA L CRANK CONTROL HANDL E #1682— WA /682 v TEE AT LOW ELEV. OF P. V. C. -- (8„8 P. V.C.) H SEC TION VIEW SCAL E.' N. T. S. WA TER HOSE FITTING MOUNTING HEIGHT -BRACE L6"x 6 CONNECT TO MOUNT/NG PIPES WI U -BOLTS D/ESEL PUMP - co N OPW 1112 "0 /0 - RF SHEA R VA L VE --BY CONTRACTOR -BAL CRANK HOSE REEL #8204/3 --BA L CRANK CONTROL HANDLE #1681 A /R "—HOSE F/ T T/NG �n PA V/NG �i i ail 1 I Ili i� I I IiI �iI sftft ' .,i ; ,' r-'s1Vx 2=O'*"DIA. x2 -.D :'DEEP PIPE FOOTING L /01-0 F FUEL. /SL A ND �6-M-1 SCALE.' N. T. S. EX/ST G 3 �- 0" EX/ST G PA V /NG PAVING /-0 MA NHOL SAW CUT \ ` : �.; • 1 (4) - 5 BAR BO TH DIRECT/ONS t � 6 "O PSC4/SER WITHt _ Wa TFR T/r' H T E MON/ TOR/NG W 6-M-/ SCALE.' /"x /'-0" II z/ST'G PA VIN IOL O" ,1 AIR HYDRA UL OIL -� NEW _ FUEL /SL AND 0 .I O MO TOR I OIL HYDRA OIL RE- USE EA A/R L /NE ,,/ E 6-M-1 11 *ATER__ZxL I I F ,1 PL AN VIEW - RE- USE EX/STG. SCAL E.' //4 _ / '- 0" 1 WATER L /NE NOTES: i 1) ALL PUMPS, TANKS, FUEL LINES, VENTS, MONITORING WELLS (IF ' = REQUIRED), AND UTILITY CONNECTIONS SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES AND REGVLATIONS. 2) COMPLETE INSTALLATION OF FUEL PUMPS, TANKS, AND 'FUEL PIPfNG BY GENERAL CONTRA-CTOR. 3) ALL CONCRETE REMOVED AND TRENCHES INSTALLED SHALL BE SAW CUT ON EDGES. 4) EXISTING BELOW GROUND FUEL TANKS AND FUEL ISLAND TO BE REMOVED. 5) ALL UNDERGROUND PIPES SHALL HAVE A MINIMUM COVER OF 18�. 6.) CAP AND RE— EXISTING AIR 8, WATER LINES TO FUEL ISLAND. I L m o o 0 I --BY CONTRACTOR -BAL CRANK HOSE REEL #8204/3 --BA L CRANK CONTROL HANDLE #1681 A /R "—HOSE F/ T T/NG �n PA V/NG �i i ail 1 I Ili i� I I IiI �iI sftft ' .,i ; ,' r-'s1Vx 2=O'*"DIA. x2 -.D :'DEEP PIPE FOOTING L /01-0 F FUEL. /SL A ND �6-M-1 SCALE.' N. T. S. EX/ST G 3 �- 0" EX/ST G PA V /NG PAVING /-0 MA NHOL SAW CUT \ ` : �.; • 1 (4) - 5 BAR BO TH DIRECT/ONS t � 6 "O PSC4/SER WITHt _ Wa TFR T/r' H T E MON/ TOR/NG W 6-M-/ SCALE.' /"x /'-0" II z/ST'G PA VIN IOL O" ,1 AIR HYDRA UL OIL -� NEW _ FUEL /SL AND 0 .I O MO TOR I OIL HYDRA OIL RE- USE EA A/R L /NE ,,/ E 6-M-1 11 *ATER__ZxL I I F ,1 PL AN VIEW - RE- USE EX/STG. SCAL E.' //4 _ / '- 0" 1 WATER L /NE NOTES: i 1) ALL PUMPS, TANKS, FUEL LINES, VENTS, MONITORING WELLS (IF ' = REQUIRED), AND UTILITY CONNECTIONS SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES AND REGVLATIONS. 2) COMPLETE INSTALLATION OF FUEL PUMPS, TANKS, AND 'FUEL PIPfNG BY GENERAL CONTRA-CTOR. 3) ALL CONCRETE REMOVED AND TRENCHES INSTALLED SHALL BE SAW CUT ON EDGES. 4) EXISTING BELOW GROUND FUEL TANKS AND FUEL ISLAND TO BE REMOVED. 5) ALL UNDERGROUND PIPES SHALL HAVE A MINIMUM COVER OF 18�. 6.) CAP AND RE— EXISTING AIR 8, WATER LINES TO FUEL ISLAND. 'WALL I 'WALL 2/'- 4" I-10-000 r;a i CONC BL 0 C WAL L 3L 4 ,>H/GH. GROU T SOL /D WITH. 1FINE AGGR. GROUT` MIX POURED AT AN 8" TO IO" SLUMP.. ALL JOINTS TO BE TOOLED 5 DOWEL NOT _STRUCK- APPLY I/2 PARA GE COAT ON INSIDE FACE TO SEAL WALL (BY MASON CONTR.) O I" EXP. JT. `) M . EXIST'G PAVING DET. A .BEND DETA 141. 2"' GATE VALVE 1 6- M-2 SCALE'.' 3/4"- I -O" TOKHE/M 52 VALVE SLOPE FLOOR 2" FROM WALL TO SUMP SLOP/NG CAP BLOCK -r r - r_ -114 f vUn CONC. SLAB WEST EL EVA RON SCALE.' //4"= /'-0" v c. r+cIF NOTE* IJ ACCESS LADDER AND PLATFORM TO SE FABRICATED 8 ERECTED BY PLANT OPERATIONS PERSONEL. SOUTH EL ,E' VA TION (/) # T BAR CONT. SCAL E.' 1/4 "= /'- O" LOW RISE BOND BEAM, TOP Q BOT TOM COURSES : 4" (INVERT BOT TOM COURSE tO. ECE/VE WATERSTOP) 21'- „ (2)# 5DOWEL S; (/) HOOKED 8"x8"x/6" CMU GROUTED 4 INTO BOND BEAM, OTHER EPDXIED SOLID W/FINE AGGR. GROUT INTO EXIST/NG SLAB AS LOCATED ON MIX. TOOL ALL JO/NTS. DWG. 6--M-/ (SEE DET. -A THIS DWG.) O APPLY I/2" PARAGE COAT ON INSIDE FACE TO SEAL WALL " a O 4 PEA ROCK -.rOJdo^d q:�7 0:oo�cd ov D Oee � OI p M QO o SS .mod �•o g0 oepOovO ' '.- _ 2„CLR NEW 9” TO 7" EX/STING CONC. SL A B CONC. SL AB 00 *5 0 /2 O. C. BO THWA YS WATERSTOP - - - -- - - - - B SEC T/ON --- B .,. y p -M:2 SCALE.' 3/4'� /10" -r r - r_ -114 f vUn CONC. SLAB WEST EL EVA RON SCALE.' //4"= /'-0" v c. r+cIF NOTE* IJ ACCESS LADDER AND PLATFORM TO SE FABRICATED 8 ERECTED BY PLANT OPERATIONS PERSONEL. i 4" BUNG NEAR L ADDER (MAKE BUNG LEVEL /0,000 GALLONS DIESEL TANK W/GRADE) /0' 0"0 x /5-8"H 2 "NP T (BUNG) LEVEL DETECTOR /N TANK, TO SHOW WHEN TANK W/L L ACCEPT 8,000 GALLONS FROM TANKER. /"THREAD BUNG W/BRASS PLUG TO N DRAIN WATER 2 "0 0/L. L /NE 6" o P. V. C. P// 8"x6"PVC REL 8" 0' P. V C. TEE oEr. c SECONDARY CONTAINMENT CONNECT/ON 6-M-/ SCAL E.' N T S. V EN T D/ESE LADDER D � TANK- TOP v/C w 64f-3) SCAL E.'112 "=/, 0" (2 BA CRANK HOSE REELS EA. SIDE). CRANK CONTROL HANDLES W 8 (/l # 1682 J BAL CRANK # 789-S )EJ FL RISER PIPE ,'0#- TAR PAPER SECONDA R Y CON TA HYMEN T FOR OIL L /NES 6-M: / SCAL E.' N. T S. mliva SEAL PIPE WITH SILICON SEALER � Icy _..... 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