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SAN JA°IJLN COUNTY N°TES: IMPROVEMENT PLAN FOR BE 11 A�COKOAULE wlr�'NE UIEST 1_ ICDONRO THE COSMO Of 5.IW ARE I ONS CES EXIST.TI SATEST EDRIO I L N yED WPROgE11FM STANpUi05. WNFRE INCON561ENCIES EXIST.ME LATEST EORION ANE PRECEDENCE. \ FRENCH CAMPt.'K SEC7,O SAETY—TROPIC CONT ROU SFul1 RE PROVIDED IN—ORMNCE WITH O oO oO E L D • RQD• 7REE7 YCTIONGe-I2 OFTHE STANDIRD CONSFRUCDON SPFUFIWT 1 AND AS DREBY THE CWND INSPECTOR. SAFE VEHEUUR AND PEDESTRNN ACCESS SHALL BEOFo,ALL TUFFS DUNNIO THE CONSTRRNOTIoN. SAN JOAQUIN COUNTY, CA. THE.NNSPECDONOFFICE UENOPON cOP ETIO OF SFUCITHE NS N(PHONE'M—)smuClaN ;eX.THE CONFRACTOR SH—NOON THE MUNN of SM. OUIN CONsTE— R.S. BK 28 PG 54 IWORK TH OFFICE iW0 WSHALL OAK PRIOR TO THE INTENDON;O COMMENCEFIE COKE TWO RKOR NOT STMT.VTY THE IN HTFO O COIWttCOMPLEFE5 A PRE-CONSTRUCTION YEERNG. (PHONE"X-Xxxx) 5.THE COUNTY OF SW MAOUIN IS A MEMBER OF TIE UNDERGROUND SERVK:E ALERT(U—)ONE CA11 PRCGEW. THE CDRRACTOR OR AM SUBCONTRACTOR FOR THISff ORRIANGAH,'EAavATIOHY woHK°ay(�Fcu)wc Tou FRiE N°AlwwaEaAwANOF➢Ft1-800-x])-x600. ➢DMS BROTHERS YM PAGE x60:INDE1 E5:x010 ED1gN. \ 1.PR..nW11 e.Mgn 6r R G.OI.uPIca Engk.w mPn a.Pwr.a Tna mMYnumW MAT*WI,Iy �/� )'RIE WNIRILTo,—BE RESPONSISLE FOR THE PRo1ECRON OF AL IXIS ', ) - by wrlpn MRpa ana De t;Wrltlpn cwllDcplbn vl pvwnanl grRM OY R Ikenatl CIW VjC4\ll l MP wRV[Y YOAHIME«R ANO OTHER$DINGY YMKERS WRING CONSTRIICIpN. IILL %9, EMw w LmE Sur.vyw,mU cr116cRIbn el 1Nv alrucNrd axllvn me SUCH MONUMWIS OIL YARXERS DESINNED WMNG CW5IRLCDON SHLLL BE •,I /a' W IM by R Cealecnnkd WgNvw vNdl W rvqureN prig to the Hwann al �,FE� REPLACED AT THE CONIRAClORS E%RENEE I _A h/ A WlElnq—H Md w v Certlhpta of OccupmcY. NTS 2 TMa Gaptscnnkal Engbevr aKOp 6a On-Mla le mpnilw dl gre6Mq vpvrvtlona.1Nv 8.AL SERVIGE SEWERS SW.LL 1NVE FOUR TO flrE FEET OF COVCR AT THE PROPERTY 1,/ GwlaNnkpl Engbw u1al prRNHe MHu-wII—bn 16a1 Wa aIle grPJ1,'c...W LME OR RIGHT-OF-WIN.UNLESS OTHERWISE NOTED ON THE PIANS. I I y/` �( 'fly rwmvE In v012-1 0 )"'Inv SVAa Report Oy NRAZM k ASSOCNTF IN V I),x019(Nu DIx-19059)prbr tp beam`s vl p CarliRwly vl Occupmcy. I�IIVL+T �T��9y II WHENEVER ME WORK MFA 6 AD4LENT i0 A 1RAFFIC UNE AND THERE IS pyyyyyy yyR EX 0 C OR TRENCH MORE THM TWD INCHES DEEP,THE CONTRACTOR SHAL NANTAIN A COKTHAbUS BM—ES SPACED AT APPROXIWTELY 20-FOOT RNERVAS FOR THE ; ,d�� P 1 O 1. TITLE SHEET IITS 100'FROM TIE B[GN...OF THE M.G11p1 OR TRIENCH MO APPRM.50' i yQ'c'3�.� NTERVALS THCRGF"IOt.R THE M.ORM OR TRENCH 6 MORE TION TEN FEET 2. GRADING PIAN i9dN A TRAfi1C LME ME BMRIUOE SPALWI WY ITE GREATER BUT SHALL NOT IXCEEO aoo�� i § \ Ft 3. EROSION AND SEDIMENT CONTROL PLAN NID ON PROCESS 10.UNLESS SPECmDLLLY SET FORTH A$sm—PRONSgNS,ALL YARNED UINES of �� iRAIT1C SIgiL BE UNOBSTRUCTEo ON WRTSYnn AVE IN DDII DKE KIH DURING THE EM TRAmc IIOURs w 7:00 TO B:oO w Mo 3:3D To e;DD PY. A lRArFIc rd,r •.�� CONST.SURF H R IS RE OERFO UNOBSDATE JULY 2019 VWE S— C0119iR11CTED SURFACED WITH—LT MD IS AT lust TW FEE,roof. II II ipnp FINAL sTABIuZAnON DATE OCT 2018 'FPD 7 AREA OF DISTURBANCE ACs.: 1.M 11.THE ACCESS TE SHALL REWTN OPF WRWG ALL HOURS OF OPFRAIpN j \v \ AA Ee ypLUAIE OF CUr 110 FILL 877 �J �G POST CONST. STORM WATER BMP'S REQ,YES s \ GENERAL NOTES: l . a. I •..,r�\ O THf CDNIRALIDR SHLLl COORDNATE WRH ALL OTHER WORN To ENSURE IINL ALL I� I I / I UtilityRepresentative 1 UIUN POLES ME RELOCATED AND UNOERGROUNO—S AND UTUIIES ARE r IHSTAYFD PRWR To PANNG. � I i Ulifi RepresalWuvW TekplaFle 2. SITE SH—BE ROUGH GRADED PRIOR TO THE OONSTRUCTION OF ANY STURY DRAWDI / ElectriGi PG&E uE.WYbnu ]BB-5013 PIPES OR--ANO AIH DHFR UNCERGROIIND FMILRIFS. 1'): GCB: NONE ]. AC.SURFACE SMALL BE M TO A NEAT STRAIGHT UNE PMALLEL WITH ME STREET I t CENTERUNE. THE DPOSED EDGE SHALL BE TWINED WITH ELULSIW PRIOR TO .THE EXPOSED BSE W1ERlLL SIWL BE GRADED.RECOIPKTFD MD 0 I \'\ A AET RkN SI'w, 888-]JOe RESEAIEO PRIOR TO PANNE. A ALL GRADES SHOWN ME FINISHED GRAOM.UNLESS OTHERWISE NOTED. Tn - I \d WEtL 5. V Water ENWN S—Eb EN�ASSUMES NO RESPONSIBEM FOR MY WORK CONSTMICTEoS. .IF !'�S I 'I.\LLj \'i`'.` SM JWpmT COUNTY X41 I1 ` ' 1 �'1 1 Sewer'SEP C 6. THE CONRULTOR SHAT REOUEST CONSTRUCTION STARES FOR ATF im PM➢CUIM y{ q RINSE of THE WORN AT—TWO WEEKS PRIOR To—ENT OF W.] • 111 Q 2q Drainage:nO e:SM JDvD1RN Ntt COHSINUCIgN-CONI—IDE—1 RIOUESI A FORM OR GRAOF be.PRIOR 10 Li gMING FIE IYPRDVEMEUTS. 7. ONE PRIMARY OB,'I—E OF THE ROUGH GRADHG IS TO ACHIEVE A OUT WVACE ONCable TV, ATWI • SITE.UNLESS DOERWISE O1 101 THIS PIM.FOR THE ROIIG UGRARNG OF I:, 31 X ` U S.A. T-fix J-xeao COYPFNSATE FOR ANr IEE oERcxouND _ VIWiv KIHENCN SvuOILS` ' , B ALL OWNTOIES SHOWN ON THIS PVA ME APPRDXIWIE.CALCUUIEO EXCESS AUD p �t SHORTAGE URE TO FINISH ROUGH GIME MD ExSPNG GROUND.THE AC1WL AMOUNT 6 \ OF—1H MDIED IS VMVBLE—114-1 11—COYPMTNW,LGKSDNWTION. APN: 193-070-13 STRIbbNG REOUIREMWTS AND TIE CON—TORS METHODS OF OPERATION. e 1. THE CONDUCING ENGINEER HAS VERIFED IN THE FIELD AND HAS SHOWN HEREIN THE LOGTT SMO ELEVATIONS OF ALL IXSRK STORM DRAFT MO SEWER rACFJRES PE 10 THESE PUNS CEPA WHERE NOTED OTHERWISE,THE CONIPACTGR S S1YLL IXPOY MD—E—UIC LOWIpHS OO ALL—T-11,1— T 1WG WOES PPKKI TO CONSIRUCipN W THE NCINIM1 OO Ofl CDINECTIW TO SPIE. tt ;q 1 1 LEGEND 6AN c"w IIIIi c00NtY W—ULBIE SURPLUS HE UN—. AWL—ONE THE PROPERTY E THE U uA ,rn MG sHu1 BE REALGVEo RxoM THE srtE uwEss THE OMNER sPEcmEs [ ' ♦ r: f i� Pt)Bi,IC w R� � D.DiHiRWISE Ij �_ •/J+\. \ RDx No.ar TAY 6M n,DORM gip I. THE OOMRACrOR IS RESPONSIBLE TO NOTION THE ENGINEER—EDYT .IN WRITING. ¢ i 'H p,vF\ aO� EP EDGE OF PANDEM OOOR CONSpIRRUC`P�OIXIHANI H!EIIPG RER H,5 A THE IHNNCES TO/�SSFSS"THE ROWU r'i\ 15 ,v,,� pA•y^ RE TMIUttEFASFYW, P.B081.NG.: 193-070-13 AND WKE CORRECTIONS IF NECESSARY IO MINIMIZE THE LOSS 10 THE DEVELOPER. 4 Y \ :,°�;• + 6 _` -•—•—•- FENCE YAP cooRDTNArBs: -1. PRIOR i0 ANY CORRE THE ACTION BY THE CONTRACTOR WHICH 5 NECESSARY TWE M TO S1MWG EARORS.THE COMRACIOR SISHO NO➢FY THE ENGINEER FOR NE-DOMING VRA VEWFKATIOu OF PE1. SI E.ASSUSUNES ANY OORRE IDR WONN NE DONE II �i �\ P APPBOV®: UR 10 FOR TH.gN, ME WpNEEH YEs NO tNBILTtt F H£00519 I V �_ DRAINAGE FLOW DWECRON INCURRED OR TN5 WORK. \'��\ PACDrtY CO➢C ➢WIMAc[rte. 11.CONTI—oR SIMLL S0,EEX MO COYPSTELY RESPUNABLE FOR THE CONDRIIOIS r1111C11 HE MONX 5 PERFONMED ANO FUN InE SAFETY W ®JP EXISRNG URVIY POLE 0 IGERSONS MO PROPERTY Ob THE NE BOTH OURING AND ONLY OF NORMAL MORNING HOURS UNTIL SUCH WORK iS ACCEPTED NT THE DEVELOPER. 4 IN.SUFFICIENT EOUIPYENT SIMLL BE AVMABLE To PROTIDE DIST CONTROL Ai ALL r c FAR1H MDANG OFERA110NS,THE MU SURROUNDING THE WONX sILLLL APPROVED: BHIS LONTR�CT.ED MD RETURNED TO THE Ob—CWDTWOMP N UPON CLETION OF Ii �' L .O gptlF69p DIR8CF08 OF LOAMY BNGpQ91NG 01'R GRCE 70880 m o DESCRIPTION .E D.IW Submitted B: 9v.Ev: m"'"Br IMPROVEMENT PLANS FOR 1"=50' MJM SHEET N0. O BLL PTAI3 EAN.14ao GTH�. �t MJM ENGINEERING -a�b� .N AbNE FAEiIm 1413FI TROY PAGrST 'ham-' 1 BVY.CR.v95]A6 o oU LL- LO)O 3G^-�ODOo STREET MJM 111E o—O RR C.—HG e1IEEI NF.W.5 T (916)T9t-au1 D—SEPT., 2018 [� cu FEET W OF W RAIL 2q.9 H OF POMER injmPalaOglLnal SAN JOAQUIN County, Califorina J0 NP. VT 9 PaIE gPNI1 Nbbb RXZ 30660 18-088