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I <br />END OF 6 PVC CHASE AND--/ <br />ITWO I CONXHTS FOR iURM <br />EF1[NSK)N. SEE � 5 \ SiMEAR <br />LEGEND <br />+ E1(I7" GROUF✓cwATER VONITORM WELL <br />w <br />MM VAPOR EXIRACt" WELL <br />DXSINO SOIL BORIRG <br />EXISIM TOPOGRAPHY <br />- _ _ _ PROPOSED FUTURE PRIME SHINE EXPRESS IMPROVEMENTS By OTHERS NU) <br />PROJECT CONTACTS <br />GETAER-RrAH INC GREG GVRSS (916) 831-1314 <br />PROJECT MANAGER <br />GIEVNON PRODUCTS COMPANY BOB COCHRAN (925) B42-6655 <br />PMLCT uANAGm <br />SEE F.�ceoacFM1�Nr <br />` c L d <br />I 5 PALM ATJ ! <br />2 Cnf �ra+,ls <br />L <br />W p4Sr" 10 WATER <br />EALSTNO 3F IINMMAL WASTE • >. A <br />P <br />:V KETTLEMAN t-E.ryw 42 STORM OPA�---- <br />SO - SO —'�— S9 — SD DU5IWDRAIN��-- so <br />s <br />(STATE HIGHW HIGHWAY 12 5 s J� S �� ,+:r SEWER <br />SITE PLAN D 10 20 40 60� <br />30 1+00 2+00 <br />+�� DISCHARGE LINE PROFILE <br />p <br />wNt. How2DNru_ , _ 20 <br />PAYMENT PATCH SNAIL BE PER CITY OF <br />LOCA STMIDARD PWN 506 <br />100mm (41 75mm (31 MINIMUM ASPHALT CONCRETE <br />(TYPICAL} 300mm (12') MINIMUM A& Q <br />GRIND UISTM A ,2p <br />t• E10STNG STRUCTURAL SECTION <br />4' <br />TWmm <br />3001— <br />(121 <br />\ AS -4 <br />4 MKTLE NON PIPE <br />NOTES <br />1 COMPACTION TO BE AT 95% RELATIVE COMPACTION SUBIECT TO TESIWG <br />2. ALL TRIENCH WORK 91JECT TO STATE RMIL ATKXS AND INSPECTION <br />RIGHT-OF-WAY <br />i TRENCH DETAIL <br />1 No souE <br />INDEX TO DRAWINGS <br />SHEET <br />SWEET MEI <br />I <br />SITE PINI AND NOTES <br />2 <br />ENCLOSURE PINI AND DETAILS <br />3 <br />MIEDIA N SYSTEM DETAILS <br />4 <br />&m- <br />W <br />MAM <br />CROSSING AT DMTINC <br />10 WATER!S!� <br />BE PER <br />STANDARD PLAN 415A 4 1 <br />'IIs�rERI <br />.r'fr <br />30 1+00 2+00 <br />+�� DISCHARGE LINE PROFILE <br />p <br />wNt. How2DNru_ , _ 20 <br />PAYMENT PATCH SNAIL BE PER CITY OF <br />LOCA STMIDARD PWN 506 <br />100mm (41 75mm (31 MINIMUM ASPHALT CONCRETE <br />(TYPICAL} 300mm (12') MINIMUM A& Q <br />GRIND UISTM A ,2p <br />t• E10STNG STRUCTURAL SECTION <br />4' <br />TWmm <br />3001— <br />(121 <br />\ AS -4 <br />4 MKTLE NON PIPE <br />NOTES <br />1 COMPACTION TO BE AT 95% RELATIVE COMPACTION SUBIECT TO TESIWG <br />2. ALL TRIENCH WORK 91JECT TO STATE RMIL ATKXS AND INSPECTION <br />RIGHT-OF-WAY <br />i TRENCH DETAIL <br />1 No souE <br />INDEX TO DRAWINGS <br />SHEET <br />SWEET MEI <br />I <br />SITE PINI AND NOTES <br />2 <br />ENCLOSURE PINI AND DETAILS <br />3 <br />MIEDIA N SYSTEM DETAILS <br />4 <br />ENCLOSURE STRUCIURAI DETAILS <br />SITE AND BUILDING DATA <br />ASSESSORS PARCEL NUMBERS <br />045-14-1 AND A <br />PROPOSED USE <br />SOL AND GROUNMATER RE14MK X)N SYSTEM <br />BULLING OCCUPANCY GROUP <br />U-2 <br />TYPE OF CONSTRIK H <br />Y -N <br />ENCLOSED FLOOR AREA <br />200 SO IT <br />GENERAL NOTES <br />1 ALL WORK SHALL CONFORM TO THE REWIRENE M OF THE 1997 UN;FORU BUILDING <br />CODE, 1957 UNIFORM PLUMBING CODE 1997 UNIFORM ME CODE 1997 UNIFORM <br />MEO WW& OODE, 1996 NATIONAL ELECTRIC CO°E, AND ALL OTHER LOCAL CCCM <br />OROIWWCES AFH) REGULATIONS <br />t ALL WORK SHILL WORM TO OSWN REWWEMENTS AND RECOMMENCA71OH5 <br />3 DMING BIM PIPE AND UT6UTY LOCATIONS SHOWN ARE APPROXWTE. GENERAL <br />CONTRACTOR SW l DETERMINE THE MACE LOCATION AND DEPTH OF ALL OU91ED PIPES <br />AND UHUBTS WHETTER SHOWN OR ROT SHM ON THESE PLANS,PRIOR TO THE <br />START OF CONSIRUCTION NOTIFY UNDERGROUND SERVICE ALERT I-BDD-642-2444 <br />AT LEAST 2 WORKING DAYS FIRM TO THE START OF CONSTRUCTION <br />4 THE MLONM INFORMATION WAS OBTAINED FROM THE S4E.11I11 IN PIAN FOR THE <br />PRUE SMNE CAR WASH PREPARED 6t 6HIMBACK k PMSUy INC <br />A LOUl1ER 9 OF EIOsj UA9EROt0A1N0 U11LtTIE9 <br />B IAGTY�A OF PROPOSED FUIIIFE PRIME SNHE EXPRESS 911E UEPROVEMEh'!r <br />C, LAG S AND DEPTHS OF PR0PO" FUTURE ON-SFFE 'SITE <br />FOR PICUE <br />SNIaE SIE IMPR67&IOITS <br />° 7R AI LED PIN USED FOR CALCULATING APPROMMATE <br />5_ AME( Al V IRIG CONGTONS PRIOR TO THE START OF COWRUCTION <br />6 I�BIFY LOCKTDN(S) AND DEPTHS OF ALL PROP= ON SITE IMPROVENENIS AND MUTES <br />p9m TO START OF CO6IR7ICTIOFL <br />7 THE TRENCH DEPTHS NWATEA ON THIS PAW ARE FUR REFERENCE ONLY DEFEMSNE <br />ACTUAL TRENCH DEPTHS PRIOR TO CONSTRUCIM $0 THAT REMEDIATION SYSTEM PIPING <br />DOES NOT N@IFER WITH PROPOSED ON SHE UTILITIES FOR FUTURE PRIME SHINE EXPRESS <br />UTILITIES. AND 611E mpRKIVEAIEIBS. <br />& PROADE tM TEST ON NEW 4 AND 6 PVC PIPE GD6ES <br />9 THE FIRST TO FT2T OF LCH END OF ALL UNDERGROUND V ELTWAL WNDUn :HALL BE <br />WRAPPED WAmU11 OF ns MAY BE PVC CONDUIT <br />© 1I —L .; WITHN THE PUBLIC RIGHF-0E-WAY REQUIRES A CITY OF LM ENCROMIIMENT <br />JOB SITE COPY <br />APPROVBRPLA#ib <br />' >w�6E.74dw Cl.W <br />TMN � .r .pp,r.,r PI.� a6 M9 IR>i <br />..7 E.IpecMoe. a.% -I. d,. pp ryw <br />.N -II k.V-0�IIeQ Fa. mkw W yyn..l, <br />