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_ RECLAMATION SITE PLAN <br /> Rpm <br /> 1. PRIOR TO EXCAVATYJN,CONTRACTOR SHALL FELD VERIFY LOCATION <br /> AND DEPTH OF EXISTING PIPELINE WITHIN THE BORROWSITE.SPEC �1��Ncation _ <br /> CARE MUST BE MADE TO PROTECT THE PIPE IN-PLADE AND TO NOT <br /> DISRUPT SERVICE <br /> 2. NO HAZARDO+JS MATERIALS SHALL BE KEPT ONSITE.• In Received By `',--, <br /> 3. F MATERIAL ISSTMPILEDATDESIGNATED STOCKPILE LOCATION, _ `, V <br /> WADDLE SHALL BE INSTALLED AROUND THE PERIMETER OF THE <br /> • STOCKPILE. <br /> 4. A ROCK CONSTRUCTION ENTRA CE SHALL BE CONSTRUCT <br /> TRUCK EXIT TO MINIMIZE TRACK OUT,AND IF NECESSARYASTREET <br /> 5 ER SHALL BE UTILIZED. <br /> fAP BORROW SITE 190-07 <br /> .STOC ILEA A 1 1 4 -0 <br /> 6. ZCNING:•AG-8 <br /> 7. GENERAL PLANS OSIRC• \ APN191-040-060-000 <br /> B. NO WASTE DISCHARGE OF MATERIALS WLLOCCURONSITf j <br /> 9. WATER TRUCKS WILL BE USED AS A DUST SUPPRESSANT ON INTERNAL <br /> • HAUL ROADS,EXCAVATION AREA,AND STOCKPILE PR I \ <br /> 80'ELECTRiC TRANSMIS&ONLINE EASEMENT <br /> 10. EXCAVATED MATERIAL 15 ESTIMATED TO BE 97,000 CUBIC �•� 30'IRRIGATi}\N AND DRAINAGE PIPELINES EASEMENT <br /> OVERALL DUIRATICN TO REMOVE MATERIAL IS ESTIMATED TO BE AT <br /> LEASTS \\ I <br /> �- 85'ELECTRIC TRANSWSSION LINE EASEMENT <br /> 11. NO STOCKPILED SOIL Oft MATER.4L SHALL BE PLACED CLOSER 2W <br /> f, NO STOCKPILED <br /> FEET TO A PROPERTY LINE. • -� v V �I` r,� <br /> all <br /> L - - II _ --- 4 f' Np E 0 __ ---- - - <br /> - - -- 5 �., -" - <br /> 38'WATER PIPELINE EASEMENT <br /> Tip - - --(SEE NOTE 1) <br /> • • �' v 1ITWIDE K%tL ROAt$ 25'WIDE HAUL ROAD <br /> HOWARD ROAD / <br /> MIN 25'70 PROPERTY LINE ;' <br /> 16'WIDE HAU ROAD <br /> • STOCKPILE AREA .J MIN 25'T9PROFE4Y LIME' <br /> J ' (SEE NOTE 11) <br /> � V <br /> _ APN 191-040-080-000 ` <br /> 0 <br /> APN 191-040-070-000 <br /> v ,E <br /> URO�I <br /> N • O • <br /> i 3y <br /> a /1�-ate•` <br /> oI ITE <br /> o <br /> v <br /> i <br /> o API <br /> ___________ <br /> `° • . . UNDINE ROAD <br /> v <br /> �E � I <br /> 12 VICINITY MAP <br /> o CALE:N.T.S. r <br /> um 1 - ��� <br /> •Qlw MEL.- <br /> FORE Yp SUBMITTAL Sl Ess, DESIGN BY EEA DRAWING SCAL FTG CONSTRUCTION MATERIALS,INC DATE <br /> �+t 711 N Perslu Ai203 MARCH 6,2010 <br /> •M ? % Dale z °y' F�, DRAWN BY EEA K KJELDSEN "� FTG JAQUES SITE <br /> v o S+ Stockton,CA 95203 SHEET IDENTIFICATION <br /> S S I N N O C K SAN JOAQUIN COUNTY,CALIFOPNIA <br /> CHECK BY CHN 209-946-0268 <br /> N NEUDECK C-101 <br /> a a * HORIZONTAL DATUM ORGINALDRAWINGSCPIE If1C. CIVIL iNOSURVEYORS 1550 Harbor Drive,Sule112 SHEET 1 OF 3 <br /> •N o seo wo s,,T P CCS83,ZONE 3 �z West SacrameNo,CA95691 <br /> VERT>CALDAT �I^ ksninc.co BA MAP KSNP1335.0080FILE NO. <br /> sfiR��° M LLLLJ_111-W �16-403-590QM <br /> a NORTH ORIENTATON 3 6 2019 NO. DESCRIPTION DATE APPR. NAVD88 <br />