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DIRECTIONAL ARROW GRAPHIC SCALE <br /> PROPERTY TINE 463.00' S <br /> I 17' MIN. <br /> E=.CONC.BLOCK#MlL EX5nNG 10%40'car. <br /> AT 24'HAKE TRAM SOLD��µR� � I'1 O 5 40 15 <br /> I CCWNhVD 1, <br /> �IlIG A/C PA41q p` <br /> Fj <br /> l VMaSTM a%Tr CONN.KOat HE EIGHTINC I' MIN. tN� +f+ "L We � VICINITY IAP <br /> APPROPRIATE INFO.. <br /> $ MIIN. 1'UST BE <br /> INCLUDED <br /> NH GDHTT w tE <br /> I rEiosnlo� ❑ _ - — -$ <br /> I 1 RESIRIPI:EXISIM - - <br /> PARKING <br /> 8 lDlRSE At. <br /> Er#DIA.GALVANIZED <br /> EM.r/aRD POM OMIT=aU1CIli0 _ STANDARD RK Q _ <br /> co <br /> ALAWMA <br /> I � 5 E.'aSIRq PLNii[JI 1 . <br /> Mr.CONI,stoE WK ���� SITE <br /> I FINISH SURFACE <br /> F 8 EMT,LSA. S r <br /> a T4 P.4 3 N m SCOPE OF WORKS <br /> F. I HAM Q <br /> I ® <br /> m 1Q REMOVE PORTION OF E)USL CONCRETE TANK SLAB. <br /> ' TYP. 2 1RaaMGLu(6T) 1 DOME Gaa ru3��/ PLATE TACK <br /> x 1 2'C ® CONTRACTOR TO MATCH DOS11NG TANK SLAG'S <br /> E I ®ice U arr nwWw� MIN= ALL ALL ARIGHT) L12-] <br /> REINFORCED CONIC.THICKNESS& FORCEMENT.OR MIN. OF a- <br /> TANK 51 A8 PER UL AMARs <br /> SO. SPECS. <br /> QE / <br /> 0 INSTALL NEW PHASE I EVR PHIL'RTE <br /> � ,a 1YP <br /> SITE_.ENTRANCE SIGNAGE FILL/VAPOR CONTAINMENT� . OF 3) <br /> IC AWAY FROM E00E OF NOT IN SCALE O INSTALL NEW WESTERN FISOMLASS FILL/VAPOR <br /> mD�s(TYP or a) SUMP TO BE FURNISHED AND INSTALLFb BY G.C. <br /> t <br /> Q � 1 ®OF ALL NEW HDCP ENTITY SIGN PER MAIL (IYP. <br /> J, I EwsE.wIr PHpE ----a { -�--_-®OOmem -me-- ® <br /> ACCNOTICED.ACCESSIBLE SIGN WR}i VAN <br /> 0 INSTALL NEW A.D.&M=SSIME GRIND KEYPAD. <br /> E <br /> f E © ® �Nm&"w m 0R EMERGENCY <br /> %W OFFSEC A NIGHER THAN <br /> I j 'Q HIGHER. CONITtWM IS TO RESET THIS UNIT AT <br /> 1 0 0 - PROPER NETOHT, <br /> 17"FNH, O <br /> r EXISTING DISPENSER TO REWN M7. OF 4) <br /> E.Ald 1�MIN.A/C PAVING SPECS 4'A.C./6'PASS. <br /> I �o <br /> � EaF �� PN1NG O CONCRETE COLOR TO MATCH EIOSTINO. <br /> I E � ®G.C. PEER�ULTRAW SP�K�AND SUMP <br /> .PRICE BfOFI ---- © <br /> VAN ACCESSIBLE CONCRETE STRENGTH TO BE MIN. OF 2,500 P.S.L <br /> 1 ©REsnPE E7CISTING HMIDICAP PARKING SPACE PER <br /> E7GST.CONC.PMQ— UNAUyT DETAIL <br /> ' NONO� <br /> (Ey talc.DR71E NAY {q SONG ME YMvx (q TClr DRIVE WAY y oars CaE IMcx T4 COM Dave IKY <br /> SITE INFORMATION <br /> 41HOE <br /> RI IF L12Eelf z 1J1E1lES ULIRAYARmwm KNG <br /> MAIN STREET HkANCSWIJEXT <br /> 11FORD.CALFALF. <br /> az2so <br /> JOFN VAGI' e <br /> �pURE 1w. <br /> aPAM ®�-� I SEg LOT X AREA(SaF-T.) <br /> _ -,.'P o�danfi�py erwy stu®GE FINISH SURFACETOTAL LOT AREA N/A N/A 21.181.7 <br /> m n a ins edn�,�w E BUILDING N/A 5.4 1.150.4 <br /> SABLE TNG SIGNAGE <br /> HAN�CAP_ PARKING DETAIL 1K,L�� --T 28'-0'x 5a'—If a.e 1.4sc.a <br /> ' :' pa4y gra ool cu,axw <br /> NOT IN SCALE <br /> msm MR Gl AM UUMIM REVISIONS <br /> P.00lPSY6 A#M� <br /> U Itramc� r <br /> — — <br /> r..4.woul OWOIGH 323 NEST TIM STREET.HANPORO.CAIiaNA 9300 <br /> 1•AMO!61OL Imp"—'- I .YM�Wmif fll 11'.!A GYq <br /> rLANNIC PROPOSED PLOT PLAN <br /> �am <br /> a—�— FOUT PLANS PREPARED 6Y: 470 N. MAIN ST. & ALAMEDA ST. <br /> WT INowbe CONMWT A & S ENGINEERING MANTI CA, CALIFORNIA <br /> Co0aMcum PlANN9p ENGINETOUW CONSIAUCION MUYDEVENT SCALE: 1'R10•_D' <br /> NOTE: 2 EXISTING 'TRLISCO' TANKS eG Har Mw fm m , <br /> ALL BaSRW HracT TO RSM MUSS 2 --9 4,AC70 rnLL.on1s T I Pm m MK IN mm 207 DuW T A EDA AVENUE ICE DATE: 6/29/98 S-S, If 3492 <br /> NOTFO aT4IExNCdE -(�. FILL ELEVATION - RTS'LRO�R.Rwa '� NONE:a4aRBANK. 44 RNIFAXBill-842-3760150OWN. UY. S. Tm DRAWwc S«1 <br /> CHKO. TTY: SHEET 1 OF <br />