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O&W-100, IVOWMSER 4 2012. -F, R BEFORE DAYS BEFORE JA�Tjm Ayf tjr� C DISABLED ACCESS AN ACCESSIBILITY ONLY .0e 2359*49" W Temeculs,Ca,92590 Lt YOU DIG YOUDIG C 951-895-8200 TOLFM 14XX)jW-26W 95,11-695-820-1 Fax D47t APPROVED 13Y.-_ A K"SMU BY UNDOMMM SOMM AMT sm /NAME) , WE, DESIGNED BY DRAWN BY CHECKED BY MAWM NQ CONSTRUCTION RECORD BENCH MARK f vnfeb SW95 41" SCALE mpm"eln Cw Pumm Wom 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN RECOMMENDED BY: DATE: &s b y U`ITY OF TEMEC'ULA !Wb S#tT.C. Z,7 * 1 9 3. 0 1 CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE COUNTY HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF to 4rtl aw -46-81 RESET 1997" EASTERLY OF AF Ar PRECISE GRADING PLAN BENCHMARK f 'a :ef:� AS NOTED w No.47677 rn ACCEPTED BY. DATE:ZAqAAZA0 INSPECTOR THE ? OF SR-79 AT THE SOUTHEASTERLY Air 10;1� DATE: r4 CORNER OF THE BRIDGE OVER SANTA GERTRUDIS DANIVJ. O'ROURKE Some GREI'QU-�TR PA13-0010 MERCEDES BENZ OF TEMECULA V_ ON C/vI v DIRECTOR OF PUBLIC WORKS/CITY ENGINEER "0 D REVISIONS E CREEK; 4.5' NORTHERLY OF THE SOUTHERLY SIDE VERTICAL I)ATE COMPLETE RCE 47109 ..... MB 8, PAGE M, LOT 121 'o, /� /op 1% /x 00" OF THE CONCRETE SIDEWALK. R.C.E. NO. 47677 EXPIRES: 12/31/13 AS NOTED ENGR. ARCH. RCWD ELEVATION 1097.163 MLE SHEfET SHEET OF ----------- AL Aft r C. ELEV. rl PA �S��O�N�T* f VARIES IPFR PLAN QU49Nuff 1. s (I.E., AsPHALr cvwwnr (v PAvEwwr, PoRnAlNo cosvcw7r 19. Aa-eMaggNT Aff- METHOD OF DEPOSInNQ.. DISrAI&InNO US1YVG A SELF-PROPELLEV SPREADIN01 7w=rc*a25* 6.5-70 PROPOSED 6 1 cowsmucr 40 AC PA wmENr owR i2mwultv.) - AU70 AND PARKING AREAS 173*470 SF ShAU COWFORM rO rHfSbMa4RD SPSCIRCADOil MR PUBI-IC f bVISHINO M4CHIAff) MD ROWNG AC SIAU BE IN ACCORDWCE W7H- 7RE GREEN800K. CURB AN0 GUnEW 2 coNnRuer 4* AC PA wmENr ovER i6,v Ag(mw) - 7wm AREAs 40*540 S F LA rESr MlnOft 7HE' ENGINEERING MD CONSMUCTl AANUA4 20. AQGF_Id&Q1_QE_eBaawj. ME' CONMCAOR SIMU REMIRiiii DEFEMW SURFACING DUE' rO GWE 2X j caysmucr 6,v PERwals PA wwwr PER DfrAll- av snur j (PRalm) 26o 098 S F. CITY AM9 ENGINMING SrMaWDS AND REOUIREMEWS. I X MIN. SEM"ENT OF RUS.. rAMCH f 7US OR 84SE MA MRA4 AS REWIRED BY rHE Cfriii ENGINEM NO VARIES 1.7�-4.8" 4 coyvs7Rucr 6,v Dfvolunw PA wmmr PER LANDSCAPE ARQY17LFCT`i Df7A&S (PRELIM) A 370 S F. 2. A GRADING OR ENCROACHMENr PERMlr(S) SHALL BE 08MINED PRIOR rO PAWNG. PAVEM- ENr 191RDBArW" OR DEMI-IONS GREArER rMN 118 INCH IN SIX FEET SHALL BE ACCEPrED. a5* BEFORE 08MINING AN ENCR04CHMENT' PERMIr. A CER77f?C4 TE OF INSURANCE AND 7XF REOUIRED 21. iff h2MUWA_aE_VM. 7RE C0N7R4C70R SAALL- (A) PROM-Cr EXIS77NG S7RUCRARES., CURB AND MIN. 5 ca vs 7wc r 6,0 Pcc PA wmE*tv r o wR compA c rE D* sus6 RA DE, 2*864 S F BONDING (FOR PU&IC IMPROVEMEN7S-) SH&L BE PROWDED rO 7NE' C17Y ENGINEER. A CALrRWS ENCR04CHMEW PORMIr AMY BE REWIRED. GUT?ERS, SIDEWALKS, L*VDSCAPING, C47CH MSIN DOPREWIONS MD OrAlf"R SURFACEfFAMRES PROPOSED A.C. PA VEMENr 6 ccyvs7Rucr 40 PCC` SIDEWALK A 420 S F AGQVSr LAMAGE C4USED BY PAWNG oprmnow AND AsPHALr splun. av PRorrcr compLmv woRn EXIST GROUND MASONRY RETAINING WAU 7 Nor usm 3. SMLIMM"ZO. AN APPROWV SOX SrER11.1ZD? ShALL BE USM 0/t/ AU 84SE 6R40f SURFACES PRIOR ALL WHICUW ne4MC (I.E... NOKW OR SrA770MRY LaWS) SMU BF KEPr OfF NEKY PAVED ARAMS rF. PER SEPARATE PERMIr - rO 7 0 PA WNG. UNTL, PAVEMENr SURFACES HAVE' COOLED DOWN ADFOUATFLY.' (C) CLLW THE SlrE (I.Es A0014NO LOOSE PER PL A N BE PAINTED PfAS7ER WTH 8 COVVS7RVC`r 36* wDE Pcc Rliwav GurrER PER xrAx cww. EET j 188 L.F. PA VEMENT AND AGGRECA 7E.' CLEM OUr ALL MANHOLE P17S. ENSURE FREE OPERA 77ON OF VAL VES AF7FR 4. BEac-odr. PRw ca4r Is Rsounw ory susmwc oR smsf- wHEN rl-c s4sE Is sualsvw m PAWNG.. REMOVEAU DMRIS, RUBBISH AND EXCESS MArERAL fROM WORK ARa ETC.). GA4FRn COA flNG 9 coyvs7Rucr 6,0 Pccp cuRB AvD GurrER PER clry oF &wEcuu sm. va 2oo 2*8M LF. SUBSrANhAL C0NS7RVCii` MAFRC (OR WHEN LONG 77ME PERIODS EWSF BEFORE AC IS PLACED), AS 0 CONS7RUCT TWE D-6 CURB Oft Y PER C/TY OF 7EMECULA S7DI, NO. 204A 4929 LF DEMRMINED BY 7hF SOILS ENGINEER AND APPROVED BY 7RE C17Y ENGINEER. 22. R7FR ro SEPARAM7 N07ES FOR "GENER44ii 'GRADING,"ArVD TWSION 41411SAECTION C-=,,C -Q&gB J2 S r C 0 NM Lq OU I EM AN0 SEDIMM RE E 71 vo r ro sc&E, it caysmucr TYPE* D W7H' 0'0 CURB FACE PER CITY OF TEMECULA SID, NO. 2048 105 L.F. 5. _Dffj_&sU8". PRIOR rO PRaIECT' /7hRlt COMPLETill AND ACCEPrANCE OF S77?EEM INrO 7HE C17Y*S cow7nuciir i2,v Pcc ai STEP PER DeTA11- av sHfiu j 2..M5 S,F mAINNNED sm7Lrm, 7ypr / szuwy sHwL BE Pucw ovER 7w AsPHALr cosvcRvE PAwD Piwwr VARIES 4�-30'* SrR&7(S), AS DIRSCrM BY 7HE C17Y ENGINEER. 7hF EN77RE ROADWAY WiDrH SAALL BE SWEPr A r cowsrRucr Pcc Datill alRe DRAIN PsR Dcwlt av snezr j 145 EA. LE4ST 3 flMES OR AS DIRSCrM BY THE CITY ENGINEER. RIW `W PROP OSED 6'v Y EA. 6. EQk_SC& FoR PRIYA x DEknopmmr.. Asphw nc Evuslw (,nx sFAL) sn4u sE Appum Nor LEw 78' Ro, DISTMCE VARIES CURI? MD GUrfER 14 coyvs7Rucr alo-Rnzwnav AREA PER DcrAx av w. Erry Fouoww PLAcEmENT* OF rHE AspmLr suwAclw mD slou 8FARPILIED Ar A RA7F 2X M coyvs7Rucr A.D.A. ACCESS81E CURB RAMP PER DfrAk OOV .-WEET' 3 5 EA. TMN 14 6A YS MIN. oF ao5 rAunw PER so. w. r1w, AspmLr Emuslow sH4LL cowvRv ro swnow Y7, yq ANo 94 If* NMI 56* X MIN. ------------- IilLL A.D.A. PARKING S7RIPING AND S16YVA6E* PER DErAk CW SWEr 3 5 EA. RIW v N L M OF 7XF SrArE SrANZARD SPEC61-76APONS. i PAINr 41* W#7F PARKING Lor srRIPIrw 11,990 LF 2* 5` 2J* 10" PNN7ED 230 5P 2` Z _r&QK_aW. A rAcK coAr sn4u BE, APPI-xv ro ExIsnNG PAwmEw AND vERnzAL .1own, coNnww --------am ------- 01 I S/w 5� ,e--Ijf ..... coyvs7nucr wu oR ap RfrAINING wALL PER sEPARA x PERmIr suwwts AND AspmLr coNcRvE si cowsf; IF /r IMS IXEN EXPOSED rO VEHICOLAR' LOADS. 7RE MEDIAN 21K I �:M_ I S/w PROPOSED A.C. rAcK coAr smu BE, SLOW srmwo ANIoNlc zmuslfw AspmLr new "SS-1W C0VVFVR*Zl rO AIF P.C.C. 12* PA WMENr i covsprRucr r' curoFF wALL AND RocK-ulev CHANNEL ro &o-RF7vv;7av iugN nool? 5 EA. GREEN' 800K. SIDEWALK (7W.) _40" -C. PA VEMENr 7 5* 5* MODIRED CURB & G1177ER (GU77ER 3.5* WDE) 0 A.D.A. PARKING SrALLS 75 L.F SLUZ9QWQ&Ana9W. ALL SUBGRADE AND 84SE GRADE ShALL BE 0ER77RED BY A LICENSED 1-48D PER PLAN ----------vx� (0.50` MIN.) A P If -414"- 6*A BERM 0.1 1- INSrAU TENCY DRAIN W7H 6i* P.va ouarrIcowwr ro Dowil DRAIN 5 LF SURW*YOR. 84SE AND AC M47ER14LS SHALL BE 7ESTED IN ACCORaWCE Wi ;rHE CIWS OLAL17Y k PH ASSURANCE PROGRAM (OAP) ANDIOR AS DIRECI-ED BY 7XF C17Y ENGINEER. �,> ____ 2X 2X I (ACO DRAIN FG100 OR APPROWD EOVAL) b4mr, 01" ____ ii n il-41 Ill 111 11 -M!"91 g F- Pr !IT X4.1: " = I I__ 1--f�� # SEE PA YING IVO rE Af It REGARDING PA VEMENr SECrIONS A AC-NEEM39. SECrION v4sawD NOM 1. AC M47E?A4LS` SfiALL CONFORM 70 SEC770W 203-6 OF 7NF GREENBWK AND C17Y S)AND4RDS. GRADED SWALE 12 j®r PROPOSED CURB Ar 34* /-r DEPTH PROPOSE 9 E P. COMPACrED SUBGRWE AN0 GUrIER vor ro sawf QLAffirlr.10S 1. TYPE C2 PG70-10 FOR RNISH AN0 OVERIA Y COURSES. rHIS COURSE SH&L BE A MINIMUM Ar i2o Lr AASE COURSE* oFai2fwr (1 112 livcws) rulm 1wwDING GRINDANo owRLAY IvsrAuAnow (1.0* MIN.) cow rRucip r 8'v P I C S rC RM DRA IN 465 L.F. F 84LANCE OF 7hF 7YPE 8 PG70-10 FOR 84SE COURSE. rHIS COURSE SAALL CONMIN 7H colvsrRucr izo Pvc srow DRAIN 619 L.F. Rsounm A sA w r c arvcw TE wcKwss. THE MINIMUM A C L/F T FoR s4 sE c ouRsE Isa2l .04LAA rA PRIVAU 1�q fOOr (2 112 INCHES). INN cownRucr iev Pic srow DRAIN lo 041 LF IF lipwi PROPOSED 5' C17Y 2. 7XF MINIMUM AC 7xInKNm Is am Foor (4 lwws). coyvs7Rucr 24,* Pvc srow DRAIN 556 L F .AeMUfCr OR MONUME)iff ACCESS 7RAIL J. 7RE MAXIMUM AC LIFT Is Fow Is ayy f vor (4 lwws). Nor 70 "LE caysr1?ucryo*0 Pvc srow DRAIN - L.F. TWICAL SfiCnON CITY OF rEMSCULA SrD. IOLM PROPOSED VARIES VARIES coy vs 7Ruc r ,wo P PC S r6 RV DRA IN - L F NO rf': OSHO 141VG'o IS A 7 YPE OF A C 84 VEMEW FA It URE rHA r A 6 4 Y BE r,o 4 usw 8 Y A sPHA L r mlws rl.=iao 15 HORSE I rmrmr roo RIcH IN Aspm L n nlw mvf- COURSEIRNE7 AGGRO�4rE rmr Is Too Rouwfa m r1wL livs rA a 24* GRA rfD INL E r w rH rRA mc RA m D cRA rf, 10 EA. TWICALLY, SHOWNG RESULrS Ar HILLS, cuRvEs oR livrmswnow. cAusfv By aPAKING oR I PROPOSED 6 1* RIW E4SEMENT' 2X 1 BROOKS PRODUCrS 2424 OR APPROWD FOUAL) ACCELDU77NG VEHICULAR FORCES. rO PREWNr OR MINIMIZE SHOVING, 7XF C17Y RESERVES TE 110* MIN. CURB Ap GU7TER RIGHT' 70 REOUIRE A MODIFIED AC MIX DESIGN WT PRoprRnEs rmr PRowx HIGH srABlury X MIN. 19VSrALL M'w GRA 7ED 11WEr WrH iVOV-rl?AFRC RA 7ED 6RA TE 2 EA. (I.E.. A6%t17Y TO RESIST` SH014NG AND RUMN0. ANGULAR AGGREG47F PAR77CLES W7H- A ROUGH (BROOKS PRODUC75 3636 OR APPROWD EOUAL) SURFACE 7EMAE EM) IN COMPL14NCE W7H- 7hF GREENBOOK ANDIOR CALMNS SPFC117CA770NS. 12* 86" 12* MIN QT� 1wrALL ma 1,wEr wrH saw COPER (AS A mAtvHcLE1- uEANouv 7 EA. Y-1-7 (BROOkS PRODUCrS 3636 OR APPROWD FOUAL) 1. 84SE h4rERMLS SAOLL CONFORM rO PROKSIONS OF 7HF GREENVOCK AND CURRENT` CITY 5'* 7# 43* 7" 5# PROPOSED A C, cow7wcir srawDRAIN azANour PER Df"rAll- av swurr T I EA. SMA04RDS. PA VEM 6W r R0FRkED 2. FOR S7REFT SFC770VVS* 84SF COURSE M4rFRA4L SHALL BF CRUSHED AGGAS247F 84SE (C48) OR MASONRY RETNNING INSrALL CUt 7EC RECHARGER V8HD INRL 7RA 770YV 7ANK PER #WP DFrA&S I EA. CRUSHED MISCELLANEOUS 84SE (CUB) PER SEC77ONS 200-2.2 AND 202-2.4 OF rHF LN WAU PER SERAAArE GREM9001r. PRINCIP& MD URBW ARrERIAL ROADS REWIRE C#W. INs rA ILL, KRIs rA R a o GA RD Pt us cA rai sA s YN livs rR r RL rfR 19 EA. _7 2-OX 2-0-T PERMIr rmEN* r M4N0Qf_f'-1rR1SrAR DUAL-VOR7EX I EA. MANCE' rO 7h6" GREtWSOOK -r EA C. ALL PCC USED ShALL IM' IN COl VR ----------- INS rA LL PRE" R 9i - --------- Q_z x 41f, t-11 -60C H WROD)IVAMIC SEPARA r0Y? D VS v L DrIST C0NCRE7F----` A'F ia r/--w #vRIrING aws �wlw ro PAww, rw Pl?oposw mlx DEslws) FRom rw supnww Aspmu oR cowRor P&w sH4LL sE, suamIrrm ro rw wy FoR wwwow SlDt.W" (7 W.) ZXISr. CONCREhF 44, INSrALL 4* PERFORA 7ED Pw PIPE IN PD?wousp PA vEmDvr PER mwp. 4%YO It.F. APPRoYAL. nw mlx DEslmm sH&L ctFARt Y sHow rm r rl-c Df-slGiv man ALL clry AND EXIST CONCRE7E CURB 6 CONCRETE n?411- cowwr ro srawDRAIN sysmm GREEN8001C REOUIREMEWTS. CURB AN0 GUrfER -r A7 7 EA. INS)ALL 12' CRA 7M INLEr WTH NaV RAFRC R ED 6R4 TE BROOKS PRODUCrS 1212 OR APPROWD FOUAL) S;rRUCi1L SEVnONS SHOWN ON PLANS ARE 7ENrA TiVE (/.E.. ;rHEYRE USED (ryp.) ks� T 7XF RNAL SrRUCifit SEC77ON REOUIREMENrS SAOLL BE DETERMINED BY AD01770NAL SOIL rESTS,. AFTER ROUGH GRADING. 7hF SrRUCillt SFC770VV DESIGN SHALL BE REW6WD 15; *A( OWICA f Oft Fm': r/OA( r/ G F,r;T ROA AND APPROVED BY 7HE C17Y ENGINEER. SAD DESIGN SAALL ADHERE 70 7hF MENODOLOGY SET FORTH SEC rION T IN CHAPrER 600 OF CAL7R4NS HIGHWAY DESIGN A64NUAL AND SHALL U77LIZE rHE *P'v VALUE METHOD NOr rO SC&E Nor ro sc&z, (I.E* W*# 04LOF rESTS SMU BF CONDUCTED IN ACCORLOWCE W17-H 4AUFORN14 TESr NO. 301 AND EXIST CONCRETE 'CillrIlRAL ShRLL BE CER771-7ED BY A REGISTERED CML DVGINEER). THE NUMBER AND LOC477ONS OF THESE 7ESTS V GUThER ShRLL BE SUBJECr rO APPROVAL BY 7XF CITY ENGINEER. IF Arow nw DuRING ixrAvAwN1covsmvclnl OF rw s1m. ARcwo1_oG1cAvcu1_7vR& 12. _QQMeAQay. PRIOR rO PLACEMiWr OF SCE AArERML AND ACI COMPAC77ON REPOPTS BY A SOILS RESOURCES, OR ANY AR77FACTS OR OTER' 0fiVFC7S' WHICH RE4SOWL,Y ARPS4RS 70 BF ENGINEER, CER77F)ING 95X COMPAC77ON OF SUB-GR40f AND 84SE M47ERAL, Sh4LL BE SUBMI77ED rO EWDENCE OF CULRIRAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, 7XF PROPERTY 7XF C17Y ENGINEER. COMPAC77ON 7ES75' OBSEWA77ON OF SUB-GQADF AND 84SE GRADE M47ERIALS CITY MONUMENr WALL O*NER ShALL IMMEDhilill 7H Y AOWSE 7hF C17Y OF SUCH AND ;rhF C17Y SH&L 6AUSE ALL SIMLL BE COORDIS47ED rO INCLUDE ;fXF SOILS ENGINEER AND 7RF PUBLIC WORKS INSPFC70R. 15 15 30 VARIES PER LANDStARE FUR7h6R iXCA 04 77ON OR OJ7h6R D67ZIRSWCE OF ;rhF AFFECIED AREA rO IMMEDA4 TEL Y CEASE. 3 WE PL A rVNING DIREC rOR A r HIsIHE R- sov E DIsmrnoN A64Y Rnoulw rHr Pmptcwry owNrR 00. 1* ARCH17FCr PLANS 1�7 ' FC 13. AdJdYj2JNS9[C2ZQff. rO DEMSIT'A SUM OF MONEY /r DEEMS RE4SOWL Y NECE35ARY 70 ALLOW 7H ITY rO ix MIN. Ix MIN. id*� ------------eii- I HE V coNsu r ANQ10R AUTHORIZE AN INDEPENDENT, FULL Y 06AURED SPECHLISr rO INSPECT' 7h I H-1 1=1 I F-, A (PRIOR 70 PL406MENr OF ........ 1X MIN. 77,j M�PON A r SU9'�G%E',COMPLEPOAI PA 7H SIrE A r No cosr ro rw clry, IN ol?vER' ro AssEw rl-c s16w1Rcwcf, oF rw f 7ND. upm E W 0 A 2" D.G. P 0 IN5 *E5 IS"R-"E-O'Ul�RED�8Y�jrHE-VDEPART F PU&I E=1 1 I��l I DEmwlivING rmr rw DIscowRy Is Nor m AqcmrvLoG1c4v cunn& Rcsowcf; rxi- PA G INSPECTiONS ARE REOUIRED BY rHf` ,06PARrMfNr OF PUBLIC ExlsnVG PROPOSED PIL 9 PROPOSED CONC. PLMNING DIRS07OP SHALL NOTFY 7HE PROPERrr OWNER OF SUCH DETEW1Mn0VVAN0 S64U VN GWE COMPLETOOPV; AND (2) DURING PLACEMENT` OF AC. T HE RESUMP77ON OF WORK. upo E7F mININ E" D V r H WOR �IP�RIOR�i6WPA G. 1A 84SE ROUG DRAIMGE SWALE OVVl, Af'VD A.C. PAVEMEW BROW DIACH AUTHORIZE 7H ND R G 7mr rH 1scovkw Is AN C, Aff EEFAM ALL ONSIrF #cW104 rF RESIDENTAL DRIWWA YS ShWL COMPLY WITY 7HE APPROVED Pf-ANS GRA DED *OA D ARCW040GICN.,1CUt AVRA RESOURCE, T4F ALoWNING DIRSC70P SHALL NOTF Y ThE- PROPERTY MD C17Y SrMD49M. AN9 SfiALL BE' INSFECrED AND CLSARED BY 7HE CfrY MGINEER PRIOR rO owER rm r No f wwR ExrA wnowOR DEMOPMENT' A64Y rAkF PLACE UNTE A M177G477ON PAKNG. .1111111SECrIo1v A-woA 20 ', ' ER CORRECYW MEASURE PLAN OR 07H S HAVE BEEN APPROVED BY 7XF PLANNING DIREC70R. 14. ALL UNDERGROUND FACIU77ES AND LAT15RALS SHALL BE IN PLACE PRIOR 70 PAKNG. vor ro scwE 15. ALL SrREFT rRENCHES SMLL CONFORM rO CITY AND ENGINEERING NO GRUSSINGICLEARING OF A/F SIX SMU OCCUR PRIOR 70 SCHMUZING rHE- PRF-GMD1tVG SrMa4RDS. ASl rO CITY SrMDARD NO. 407 17RENCHIPOMIOLE REPAIR0 AOR rRENCH AWYVrfM' NCF EXIST. BROW DIrCH unEnw w7H PuBuc wmAs. ALL PRovwr sl7rs cwuilll; sulu&E H481rAr FoR ANDIoR RiPNRs. IF 7nmcws IN otosr PRoxImIry AND PARALLEL 7v GuTzER LINEs REsur IN BURROWNG OWLS, WHEMER OWLS WERE' FOUND OR h0r.. REWIRE A 30-LW Y LFA WNG PA VEMENr Srl?IPS IN DISrREW OR LESS AM nW f FE7 IN WlOrl-1 (1?EnJnW rhE' TRIEWCH AND PREwNsmuenow suAwy rm, r sn4u BE* cowucrm wwiv yo a4 ys tillic w1oR m GA wND F RESUL 7S OF TE SURWY OUnEW /-/,Vf)-, SAID PAWMENT' STI?IPS SHALL BF REMOVED ANO REPAVED, Ar rw DIscREnow oF rl-c DISTURSWCE 70 AVOID DIRECT` rAKE OF BURROWNG OKS. IF 7h INDIcA rE, r1m r vo auwoww oll i Pwsmr oN-slrE iw r i" P Cfl Y ENGINEE R. A rA cK c aA r sH4 a BE, Appum ro Ex1snNG AspmL r ooNcRETE AiNo vERrlc& SEC BOW ;C4 M r , rH H RaIner m4y Mow SURFACES 70 BE JOINED IN C0MFLhWCF W7H TAIF GREENBOOC. FORWARD WITH GRADING, UPON PLANNING DFPARrM0Vr APPROVAL. IF BURROWNG OKS ARE -C NOr 70 SC4,LE FOUND rO BE PRESENT OR NESANG ON-SIMF DURING THE PREVONS7RUCPON SURWY, 7HEN 0 ;rHE FOLLOWNG RECOMMENDA77ONS MUST' BE ADHERED rO.- D(CLUSION AND RELOCA77ON 16. 7HE MINIMUM AC OR CONCRETE PAVEMENT' GRADE SHALL BE ONE PERCENr (IX). Rlw .0 12** 280 6* 5* 5` AC7WES mAy Nor occuR DuRING rl-c BREwING sysom *Hlm Is DrnlvmAs Awm i 1Z _GZDE&_LE. A 318 INCH UP SAALL BE PLACED ADw0CFNr rO CONCRETE GU77ERS IN ACCOROWCE #PT F FOUOWING EXCEP770N.- FROM MARCH I 7HROUGH MARCH 15 .0 PIROUGH AUGUST' 31.. WTY 7h CITY AND ENGINEERING SrArVDARDS. REFER rO SlANDARD NO. 200. S/w N All FROM AUGUST I TROUGH AUGUST` 31 EXCLUSION AND RELOCillifnOW AC;rM77ES Mi rAKE &WrHf1 k__ PLACE IF /r IS PROVEIV rO 7hiF CITY AND APPRORRA47F ROGULA70PY AGENCIES (IF ANY) rl-mr 0 18. ALL PAWNG AROUND MANHOLES.. U7X/TY VALVE 0- COVERSO EM. SAALL BE IN ACWRLWCE Wi 44F GREEWBOOK REOUIREMENTS.. U77U7Y AGENCY J# EGG LAKNG OR CHICK REARING IS NOr rAKING PLACE. rHIS DE7EAWIM770N MbST` BE MADE 11-1 REOUIREMENTSs CflY AND ENGINEERING SlANLAR06, REFER 70 C17Y SrANDARD NO. 503 IPA 14NG DETAIL --------------- 2 BY A OUAUf-7ED BIOLOGIST :5 v 6`AC r 0 to AROUND MANHOLE ' BERM P fn OF (0.5X) IF CUt7URA RESOLIRCES AREDISCOVERM DURIN17 rhF* PAWf`Cr CONSMUCTil (INWWRTEW 4 cqo 2-T ix M/N. 84SIN N q-�5_T ,2X [if - A I - DISCOVERIES), ALL WORK IV THE AREA OF THE 17ND SHALL CEAS& AND A 06ALIRED ARChAFOLOGIST AND REPRESENT477WS OF 7HE PECHANG4 7RIBE SHALL BE RETAINED BY 7XF PROJECT SPONSOR rO 1AIVESTAG4 7F 7hF f)NQ* AND MAKE ROCOMMENDA 77ONS AS 70 7RE4 TENT' EXIS77MG EAR7H SWALE AiVD M177GA 7701V. PROPOSED PURUC PROPOSED ON-SITE Borrom ROUGH Ary4* 01 GWED L T OF CIL IMPROVEMENrS CURB AND GUrrFRI OF M5ZV ALL S4CRED S77ES ARE rO BE AVOIDED AND PRESERVED. 0 AND A C. PA WWEW LD 13-042GR 3:: PAD a a LD 13-016GR C� 3Aa5__QE_BEAR1NQS SECrIo1v Gftmi LD 13-008GR 0- YNEZ ROAD AS Srcrlolv ymms N SHOWN ON MAP OF z wr ro scALE BUILDING AND SAFETY vor ro scwE TRACT 29639-2, MR om - PLANNING ENGINEERING SURVEYING REVIEWED FOR COMPLIANCE WITH TITLE 24 DIAL 'rWO WORKING 345/1-19, BEING N 41 BB9 Enterprise Circle North,Suite 126 CL BEFORE DAYS BEFORE 23*59'49$9 w DISABLED ACCESS AND AC SS BILITY ONLY 1-11 YOU DIG YOU DIG Temecula,Ca.92590 -TOLLFREE 1-800-227-2600 951-695-13900 APPROVED BY. A PU13UC SERMCE BY UNDERGROUND SERMCE ALERT 951-695-B901 Fax NAM DATE w CONSTRUCTION RECORD BENCH MARK 7SS1 DESIGNED BY DRAWN BY CHECKED BY DRAWNG N 0 SCALE 0:: 4-18-1 SB&O AN REVISED Sf-CTION IE-E DEPARIMENT OF PIJBUC WORKS w CITY OF TEMECULA A0 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN RECOMMENDED BY DATE. & J. 0 CONCRETE CURB STAMPED "RIVERSIDE COUNTY HORIZONTAL P S PREP RE UNDER THE SUPERVISION OF w CONTRACTOR -53 OOV &0 REVI'�Fl? _";F1-T10A1 PRECISE GRADING PLAN Q 11 3 a A f 7-24-1,3 BENCHMARK T-46-81 RESET 1997" EASTERLY OF // IF k_1 ru THE ? OF SR-79 AT THE SOUTHEASTERLY AS NOTED 11 No.476 A'CEPTED BY: DATE: U_ INSPECTOR CORNER OF THE BRIDGE OVER SANTA GERTRUDIS DATE: EG UTLER N J. VROURKE IREC R OF PUBLIC WORKS/CITY ENGINEER 9 PA13-0010 MERCEDES BENZ OF TEMECULA CREEK- 45 NORTHERLY OF THE SOUTHERLY SIDE VERTICAL �p C/vj 11 VIC BY REVISIONS APP'D DATE OF THE CONCRETE SIDEWALK. RICE 47109 �77 MB 8, PAGE 359, LOT 121 0 DATE COMPLETED Or C R.C.E. NO. 47677 EXPIRES- 12/31/13 06.... ENGR. ARCH. RCWD AS NOTED SHEET20F 12 ELEVATION = 1097.163' SECTIONS, NOTES AND CONSTRUCTION NOTES G01TED INLET hA NPICA P SIGN PLANTS PER 1. ACCEWI&E PARKING SWES ARE 70 Of X&MFIED BY A REFZW7VRaW SW 9D IMMMA TH Y A0J46E?VT 70 AAV WSWX FAW E40Y SPACC LANDSWE PLAN PERM4MOM Y POSM CONSISIZMG OF.- CURB F,22' 0 A) A PROFILE 14FW OF A WfM~ WTH OCCUPANT N W*71r OOV OW ALE Pm PRO"r 4' PERFORA 7ED 8" SIDEWALK 84MOROUND. 607EM AEVOMMDVa4WVS 4- 4- -4- B) rW SaV SMU a 70 IN?hV AWA DRNN DOUBLE-LINED * E P ................................. 10-MIL. IMPERVIOUS =............................................I.................... . ... ... C) )WEN IN M A& OF 7RAW4 7NEY 9WL aE POSW aWa* FfiW W soffm SWD 11 ................ .. ............ ix M. . ........ *.*.*:******"**,*. ........... ........................... SOIL MED14 ......... .......... LINER, ALL SIDE OF rHE S76W 70 PARKNO MRACE FNISAW GiNOE. ............................... ........ .......... ............... ............... :.*.*.*.*.*.*::.*.*.,.,.*.*.*.*.*.,.*.*.*.,.,.*.*.*.*:... ................. ..................................... .......... . ...................................................I...... .....................= WALLS 3 MIN. ................................= C AdW ......... ........... .................................... .......... D) SIONS A64 Y ALSO BE ENTDEV OYV rHE WAU OF rHE AlFfiVOR EW Or 7hf ..................................... .......... .................................... .......... PEA ORA M L A FFk .............. ......................................... ......... * F *.%*.f.*.*.*.'.*.*................ Lo,36' RaV rHE PARKIAA9 SPACE RAIVSHED GRAM 6*XXW OR PVMM LAW? I ......... pill 114 ill, ......... 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MIN. 71MUMNIZED VEHlaf*S PA"M IN AM11"W ACCiSS&E ;P" Wr 00:UMM (A 1.$0 RML-R rO PROJEC r WOMP) (ALso Ri-FrR ro PRoji r r womp) 12 H* W#W LMERS w&,r s Myolvq) D1S7ZVGU1SHfV PfACAWS OR LZENSr RAW /MM FW PS?S&& MW AS46UNS NOT ro Sc" Nor ro sc&E I Ar VAN-I At4Y BE 7OWED AWAY Ar ommz*w� Drawsr. rO#W MVXUS J10Y aF AraAMW Ar PARKING N07E OR BY TEMPHONE N07F.- GROOVED BORDER MUST ACCMI&F SPACES AN9 AISLES BE ON hHE LEWZ SURFACE' Ar SAAU BE LEWL AtVD ANY SURFACE 7 NE 7 OP OF THE AA MR szopr smu Nor ixam 2z IN 10 0 SrAfNLESS S7M LOC4770YV OF 7RUMC47ED A U DIREC 7)ONS. DOMES SEE DiTAIL FAS7FAERS. 58 4. A . 11 HERSON 0 79 Aw 4 .. . %. " ' #NflF LZ77EW MD SAM& ON .Or Omf 1. . ... F.10. . .. . -- - 518 1R=1 117 G16; 4 T C. Pf R Pt AN a A-* cm,IC. %hb� mEw Sm. am r ro s x P ype �&A -v POST S* C.F. 000� 0 2 114 t PAWNG ONLY UK4ffHMZM VE1iK1ES ADDMOAAL SlrdV A r vm Aczmbw +fw"I+ 6'0 CURB FA OF NOT DISPLAYING d 4: A DIST"S" PLACAWS 10 PARMING SPAms aw Y OF 4, OR UCENSE PLATES ISSLED -v T C. PER PLAN Pool 4C FOR DISSAMM PERSM -----Ll V4' CAL V. SCHD. 40 SrL PPE 4 .#4 61v C.F ----L .4 WILLBE TOM AWAY 4 4. WICAP A 0.25 AT ONER'S EXPEM 'A is 4* 00 C.F. 46 TOM VOiKM 112 RNISH GR" t"Mr.- pfio" NANA" GROOVAE DfrAll. k. MAYBE KCLAVKD AT :A,2 11240 RNE - $250' PARAM49 mor ro sawE PA rH OF rRA W� (Addrm) 2 !12 ae'�� SAW44GE PER SECWV R=J* %% .6 lfz�Xv' - MOM:- A MNIMUM OF 6 ap 42r A06R604 X BASE SHALL OR fff TaEPWNNG 1129aJ OF 1W 2010 C.&C. aE 07UZED UNDER`7HE fiffi&W 49U77ER IN 7RUAMED DOMES D6719MASEE' 1* 6 D14 COW. F007M (Meome Numba) Jv VREETo DRIWWA Y AND PARKM 40r AREAS. HARNIAG S7AYP rO fir 3314 -1 . MWUFACTURM SY iNGINEERED 0 OA Ao 0 PfASnCS* INC. �~R-7ZtE` 18M DEMIL oww ja WIDE P.6i".S. RIBBON G117TER (800) W2-2525 OR 601AL 1. SfC4110f PD? LOCAL J11fiXSMVr1aV. 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PLUGS WU Of CEMEN7ED IN PLACE WrH CENE?ff A00NUR. NEOPRENE PLUGS OR APPROWD EOUALS MV aE SOB57TWM. J. SrA770N OF WYE OR LOWER 118 SWEEP " MEL CaS%MkW 70 hHE Ct&W-OUr SrAMN SHMN ON CON57NUC7"N DR4*V4GS wN a&w-o&T comsmucmv mmm mmmo rmr Pol#vr A S' MICESS W Y. �f 4W CaVCREW FOR 4. USE ONLY Of ASS COAMAWMV. Ow A DfrA IL SrORM DRAIN ('4'W&ANOUT 32 EMIS 12E BEARIRG No r ro sc" CL YNEZ ROAD AS U LD 13-008GR SHOWN ON MAP OF z BUILDING AND TRACT 29639-2, M.B. 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OF SR-79 AT THE SOUTHEASTERLY DATE: Yf �9� - zfm&.Wj CORNER OF THE BRIDGE OVER SANTA GERTRUDIS rfPeGREG'I3UTeR' PA13-0010 MERCEDES BENZ OF I mooULA DA IEL C/O'ROURKE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER CREEK; 4.5' NORTHERLY OF THE SOUTHERLY SIDE VERTICAL ,lox C/V1 > xI Q)4 DATE BY REVISIONS APP'D RCE 47109 ............... DATE COMPLET OF THE CONCRETE SIDEWALK. R.C.E. NO 47677 EXPIRES: 12/31/13 M13 8, PAGE 395, LOT 121 ENGR. ARCH. RCW ELEVATION 1097.163'1 AS NOTED C DETAILS SHEET j OF 12 51- rNEZ 4 t Jv Z�_ A=W00:57 Raw 1545.00 6. L=216.15 N ................. #40 Napo W� A 4 Ci waft "N*ft Jv 0 9 qv 4E -1.1A , PAI 07"-0241-:9 ARAI 9 s6ce C0JyJV5r?Cj_11_j_1 ;01 Coo 1-4 1_4 APJY 05-490-0,12 As J19 Sf x Jt.r.,.1 5 0 DJY4 9.eR CJA L "T ARJV L( SMUT DEDICAMOW PD? 1141 C 97.7 r.0. I IMMUMMIT AV. Rfs, �5,SSV�9JYAL C0jWjY.,5.r?CJA_1, (7 7EMP SW" 7 EMP S W" _sL OPEN/Wo (98.0) 7W I M.95 V M V 0 0.6.YX 1 v agm 2"-057J= MOMM 9.x 15 24,0 1w. our 10-28-2" 95.7 f C ILI 91. 807TOM (rW.) 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Ile L 113 & DIAL M WORK1NG .34,5/1-19, BEING N 41689 FFnterprise Circle North.Suite 12e L4) ft BERM DAYS BEFORE 19 DISABLED ACCESS AND A C SSIBI 2X59'49" W Temecula,Ca.92590 _.0wft% YOU DIG V mo 951-695-8900 4#2 951-895-6901 Fax APPROVED A PUaX SERVICE BY UNDERGROLM SERVICE AURT CONSTRUCTION RECORD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY qt Z) i.SSI A SCALE r DEPARTMENT OF PUBLIC WORKS 3 1/2- DIAMETER ALUMINUM DISK, FLUSH IN 3. 0;� RECOMMENDED BY DATE: I&A C"I T**Y'f 00` F T E amm E C;"U L A Ce CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE COUNTY HORIZONTAL 0 PLANS PREPARED UNDER THE SUPERVISION OF 0 BENCHMARK T-46-81 RESET 1997" EASTERLY OF PRECISE GRADING PLAN THE ? 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O'ROURKE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER CREEK- 4.5' NORTHERLY OF THE SOUTHERLY SIDE VERTICAL C/V1 DATE BY REVISIONS APP'D DATE MB 8, PAGE 395, LOT 121 DATE COMPLETE RCE 47109 THE CONCRETE SIDEWALK. 47677 12/31/13 AM & ENGR. ARCH. RCWD Of ELEVATION 1097.163' AS NOTED 0 FF* C R.C.E. NO. EXPIRES: PRECISE GBAUNG PLAN SHEET 0 OF 7Z .......�.............................0............I= — ' * � I �8112= �.,.Mpwml 11 0.fflaicyvA, &QTfs 9 cowsrRuer 6,o Pcc cum? AND ourITR PER* arY OF MMMALA SM NO. 200 Icovsmucr wu oR ap RnAlivING wAl-L PER sE,PARA rE, Pswr � � I caysmucr4-w AC PA wmENr owR i2is AB(mw) - AUrO AND PARKING AREAS I Icomsmucr 7WE D-6 CURB Oft Y PER CITY 6F TEMEMI-A SM. NO. 204A I cowsmucr I,, curw wAu AND Row-l-lAw cHANNat ro Blo-RvrNnav BAsIN nooR I - . 2 coy vs 7 Rwe r 4 1# A C PA&cmw r o wR wo A B(mlw) - rwar A RE A- s ii canrRuer rwE, D wrHe ans FAcE PER* ary of, &wsaimsm. 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NAMt CONSTRUCTION RECORD BENCH MARK IGNED BY SCALE F �_ssj DES DRAWN BY CHECKED BY 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN 6� CULA E*PAMVeff Of PLIUM WfORM, 2 RECOMMENDED BY`,C26'_(, DATE. VZA I T Yf 4 0'F T E M"EA 0;� 0 CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE COUNTY HORIZONTAL PLAN5 PREPARED UN R THE SUPERVISION OF BENCHMARK T-46-81 RESET 1997" EASTERLY OF AS NOTED No.47677 ACCEPTED DATE.-A*VM PRECISE GRADING PLAN INSPECTOR THE ? OF SR-79 AT THE SOUTHEASTERLY DATE: ?-to _4? .2wi CORNER OF THE BRIDGE OVER SANTA GERTRUDIS J�Pe GREG �CTLER PA13-0010 MERCEDES BENZ OF TEMECULA 4.5' NORTHERLY OF THE SOUTHERLY SIDE VERTICAL C/V1 DANIQ�Z. O'ROURKE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER 011 N 4- 4� A I A DATE BY REVISIONS APP*D DATE CREEK RCE 47109 ..... MB 8, PAGE 395, LOT 121 DATE COMPLETE IHE CONCRETE SIDEWALK. 47677 R.C.E. NO. EXPIRES: 12/31/13 ENGR. / ARCH. RCWD ELEVATION 1097.163'1 AS NOTED WMFIM PEOMNTION BASW SHEET8oF 12 I � I I I . 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BEFORE , I DAYS BEFORE 41 6B9 Enterprise Circle North,Suite 1 26 . _1[11-- i i I i : : 0 1 1 24., DISABLED ACCESS ND ES � ILITY ONLY I I1 � I I I YOU DIG I YOU DIG 23*59'49" W Temecula,Ca.S2590 RN : I� OF MA �F & CARAIrD 4w, 11 11-111,11 * 19"' TOLL RME 1-800-227-2600 951-695-E3900 1ACM , .11 .11 ' 'I'll APPROVED " . M i gp.!:= 4!1�1 �� I &,Olt 'n 951-695-8901 Fax 40 0 40 80 120 r .11, A PUBLIC SENCE BY UNDERGROUND SERVICE AXRT (n I ii I I I I I I I I NAM ",v DATE I w 2"Nomwaawww"Mom 1: I I I I 0 I i: w CONSTRUCTION RECORD 7-24-13 SA9&0 � REWSE STORM DRAIA( rO - BENCH MARK :�-I.,' �� I I DESIGNED BY I DRAWN BY I DRAWNG,NO. � 0 1 ACCOMMODWE fZ/AIRE BVILDIAC SCALE y-.- I MPAWWW Of MJSW WOFM 6 — 011 RECOMMENDED BY DATE:101�t� CITY OF TEMECULA :2 3 1/2- DIAMETER ALUMINUM DISK, FLUSH IN I 1� I I SYPAAISIOM � 3. 0 .1 I I ....10*04.--"*-� w — CONCRETE CURB STAMPED "RIVERSIDE COUNTY HORIZONTAL "I S 1?0 I I I ' w CONTRACTOR - 0 — __ ,AP I x: 10-4-13 S8&0 J�.REVISE STORM DRNN�A7- � I 10,10%, " �� K:] - ENCHMARK T-46-81 RESET 1997" EASTERLY OF I a J �K M, - I I J ACCEPTED BY: Z�' �' DAT � PRECI%%, GRADING PLAN � 11 E TRMSf*ORMER CURB. THE ? OF SR-79 AT THE SOUTHEASTERLY w No.47677 M rn I 4, 0 ' -tr &/. 11 ��_ . - --- C(- : Aj A-AU -dr- - INSPECTOR — CORNER OF THE BRIDGE OVER SANTA GERTRUDIS I * * DATE:-/AP__tr_ &1_T I I I ER A PA13-0010 MERCEDES BENZ OF TEMECULA, � N 'N C/V1 \' DANIEL VROURKE I ACTING CITY ENGINEER I V_ -6A—TE CREEK; 4.5' NORTHERLY OF THE SOUTHERLY SIDE VERTICAL Ix I - "r- DATE BY REVISIONS APP'D -_ - I ' I RCE NO. 54853 M8 8,$ PA43E 3%,LOT 121 0 DATE COMPLETED jur I CONCRETE SIDEWALK. ' 47677 - F"W�� / I - 1� I / I I �_� I Tii ' I I / V_ _�' R.C.E. NO. EXPIRES:___�2/31/13 1-11 : AS NOTED 11 I "I SHEET 9 OF 12 � * ENGR. / ARCH. RCWD I I 11 ONOM STOW DFM WROVEMMT PLAN * : ELEVATION = 1097.163' i I I I : I I !iii:iiii�iii:i:!;!ii:;!:i:!:�ii�i i i wwMMw0j0wwNwwANA%%w*A*M, ,I; ! I ; I I I I I I . 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MIN DESIGNED & COhS7RUCrFD1U4NbF1IC7Z1RED FOR 8 MIA( NQ MA 7W EX. CORW6A 7ED ANACIPATM 7??.4MC LOWS. 060 77)(77Z E FA BRIC RE TER 0 /;/ POST i. Posm FoR slu awces sAwu 8f* ,rV0M/AW 21x*2** WOOD WIH A S&r,F/- *0*01IMEL S 4. PROWDE A mmmac* DIrm rmr wu coNvEy rw R1.7FR FABRIC FABRIC MINIMUM I-EN07H OF 4 fEET POSIS SHAU BE SPACED A M4XIMIAV OF RUNOf F FROM 7H* F WASH ARE4 rO A SEUMENT SUMP KEY IN 81!-91v F6R DEWCE. 7NF DWMGE DIrCH SHALL BE OF SUMCIENT EN77RE PENME7ER 1. OUTLk7 MUST BE SrA811-1ZED WhH RIP RAP, CONCRETE OR FLOW 8 FEE T A PA R r A NO DRM N SOCUREL Y IN 7-0 ;rHE GRW*VD (18 0 MAVA CZI GR"* M07h.. AND DEP7H* rO CARRY THE WASH RUNOFF. O;rHER 7YPE OF kWERGY DISSIPAMR. 2. A 4REWH SHALL BE i=4 VA 7ED 6 1ACHES WDE AAV S INCAES DaP F L INE OF P OS TS A fVD URSL ALONG 7H 5. firmw rmr ALL Epltoym,, suscommicroRs. Amo N r A 2. DMRIS M CKS ARf' R6*COQMf i VS9 A r J HE )Nt E T rO A A ormw rmr Law mi" wr wrl-I muo-cmwnfirs A REDUCE* PLUGGING. Ri-7ER FMRIC ShA U i?f* S M Pt ED rO 7Xf POS r W TH 4 S rAft ES A A V 12 INCHES OF 7NE FABRIC SAMLL DrIEND INM WE rRE?VCH. ANDIOR UNDERfAhRAOES USE 7RE WASH FACIL17Y. J. SECURE INZk7 AND SURROUND W7H DIKES 70 PftWNT q j. 7H* E rAme smu Bi, Nor zm rtm 24 lmcms AmD Nor mofir 6. INSPEC77ON AND A6VN7FA64hCE.- AS10OVE ACCUMULA17ED AARCW RIP RA P GUt L Y EWSION A NO A N5HOR PIPE rO St OPE. * E OfflaW GROUND SURFACE. /%M? FA&W 0.. C>1 1 0 a PIPE* DIAME"ADR DISCHAAGE LSVGTH D50 MIYV 4. MAXIMUM St.OPE S 2H-1 V 7hAN 36 INCHES ABOVE 7H SEDIMENT IN WASH RACK ANQIOR SEUMENr SUMP rO sma Nor aF smaw ro Danwo rwrs. mr nm'*wH smu ar AMINTAIN SMEM PORFO~CE. INSPECT fiOtMNEL Y FOR 1= 5 DIREC r SURFA C F RUA OFF rO St OPE DRA INS W 7 H* 24 M1#V D44MGE MD REPAIR AS #Yff"VE9. 12 5 10 4 IN7FRCEPAOR DIKES-SWALES. SEE CC-9. iAR;rH LYWNSION OF FABRIC AND 84CKRLLED AtVD hHE SOIL COMPACMD OkER rHE WE OF rHE RLM? 12 10 13 6 DINEY-SNALES, 70P OF IN7ENCEP7OR DIKES SNVUED BE WRE INTO THE 7 RENCH FABRIC. 50'MIN MEE WASH Cn2=uf 18 10 10 6 12 IN. HIGHER ThA N 7 RE 7 70P* OF hHE SLOPE DRAIN. 18 20 16 8 6 SL OPE DRA INS CA N BE Pf.A CE D ON OR BURIED BENFA W No r ro =4 L E 18 JO 23 12 rHf' Sf-CRE' SURFA CE v sm r ffffcf S� i Aff 18 40 26 16 7. Rf'C OMMENVE9 AA rERM L S INCIt U0f 80 rH M67rA L A ND Nor ro scA L E 24 30 16 8 PIAS77C PIPE, 07HER CORRU647ED OR SM007H* NALL. 1. 7W AWRErA7r SYZE FOR CONS7AW77ON OF 7HE PAD ShMLL 2* S 7A SIL IZING CO WR* 24 40 26 8 CONCRET5* PIPE CAN ALSO BE USED. BIE 3-6 INCH CftWED S70NE. WIEN NEEDED 24 50 26 12 8. INSrALL, SLOPE DWNS PERPENDICULAR 70 SLOPE 2. 7AVCA?&W OF SMNE SAWL AA0r BE LM 7AMN 12 1ACHES. COMPACMD RLL, MIN FLOW 24 60 m 16 CONAOURS. C0iVSrRUCr101V NOMS AAQ QV�.AjM= LNE GCOMMIE FABWYCS AS fifWIRED 70 IMPROVE SrABIL17Y 9. COMPACT SOIL AROUND AND UNDER EWNANCE, 00ZET OF nW FOUAWrIOV IN I.OrAnWS SURISCr rO SfFPAGf,' HIGH AhD &ONG LEWTH OF PIPE. (Simi' DfrAAS AND SWPPP FOR RMP REFERENCES) W14M? MALE OR WhE?V USED W7H A 77RE WASH (7-C-3). 1. BEST Rf"3UtrS ARE 08r.41NM WHEN SOUND, DURABLE io. msuw rmr PIPE commnewAtsmi, wrmww. AOMW%� %X *VrH OF rHf* PAD SAMU aE* AS AR06%RE f IOR ACCM OF NA R IRA L AND ANGULAR AWK IS USED. 11. A FZARED END SEC77ON INSMLLED A r mi, liwEr w1u U AlNrANPArED rRAFFX BUT NOT LESS 7AWN 10 FEET NA LT GROUND L INE 2. RIP RAP APRONS ARE BEST SU17ED FOR 7EMPORARY USE IMPROVE f LOW IV70 7XF SLOPE DRAIN AND PREWNT 4. rW LEMW OF rHf* PAD SWL BF AS REWIRED, BUTNOr GROUND L INE 2H.-IV SLOPE OR fLA 77ER DURING CON57RUCYIQN, GROUMD OR MRF-nED ROCK EWSION A r rl-c Plpi, Evmmm, USE A flARED END awsmucr srowmam caysmcnav Evmmcf wny 3 FA RIP RAP CAN MINIMIZE ANINMAANCE REOUIREMENTS. CORRUGA 7ED S rM Pt A 7ES AND 12 N MINIMUM trHIMESS OF L m 7H W 50 F&ET. J. CA ROf bL,L Y PL A CE RIP AA P 7 70 A VOID DA AN GING 7 RE SEC770VV W7H* A 8 /N. MINIMUM 7OF PLAM' rO HELP 31* 7*0 60* CRUSHED S70YVE AE fiMP rC-1. 5 L"Ir COkS?RW7M iNrAMACES ArVD D(M 7*0 LlMff RL rER FABRIC. FREWNT UNDERICU777NG. 7HE fLARED SECWN SHOUtbl SEMEW IFAWNG 7W SYW AND 7V PROVIDE FOR AWIMUM NQ 4. S70NE 4 IN. 70 6 IN. AN Y BE CAREf VLL Y DUMPED ON70 SLOPE 70NARDS ;FXF PIPE INLET 2 cowsmucr rEMPORARY C0NS7R* VC770YV AND RRE ACIOEW 77*OW S F U7117Y BY ALL C0W7R0CWV N�WICLES EWAMNCE SAMLL BE 1. PROPERLY COMPACT rhf` SUBGRADE. RL7FR FABRIC FROM A How, vor ro E-yeav 12 lAt. 12. INSPSMON AAD M4I1A0F~f'.- INSPSCr OU71ET FOR ROAD ANDIVIR PARKING AREA PER GEOMM AEOUIREMEW7& M01114kTAOVED N A cmaim rmr wu Amew m4mlow oR 2. PROVIDE POSMVE DRAIN4GE 70 OUT!17. 5 SrONE 8 IN. 70 12 IN. MUST BE AAND PLACED ONAO EWS10W ANO DOWNS7RFAM SCOUR. IF ERODED, Rk"PAIR 3 cows7wr PRE WASH AS RFOUIRED PER 8MP 7C-J*- I EA. a0WW OF SEMMENT ONM PUaVC AYGHr-OF-WAY MS AAY J. ALL DIKES SHOULD HAVE 2H.-IV OR 1-7A7TER SIDE StORa RL7FR FABRIC, OR 7NE RLTSR FABRIC M01Y BE COWNED DAAAGE ANO INSMLL ADD1770AiAL ENERGY DISSIPA77ON AWWREF PERIODIC MP DRESWNG W7H* ADD17)VW S70NE AS 18 IN. MINIMUM hSIGOTAND A MINIMUM 70P MD7H* OF 24 W7H* 4 IN. OF GR*11 AND 7RE 8 IN. 7*0 12 IN. ROCK M6ASURES. REMOVE DEBRIS FROM INLET 70 AMINMIN INCOMPORA 7F W7H- SrABILIZED CCINSIRYC7761N ENBRA NCE (SESE COAVIrVM DEMND AND figPNR ANDIOR MAINTEhAACE OF ANY IN. ALL SWALES SHOULD HAVE 2H.-1V OR I-ZA77FR SIDE AMY BE DUMPED FROM A How Nor ro EmEw 16 IN. f LOWS. INSPECT PIPES FOR LEAKAGE. REPAIR LEAKS AtVD BMP 7C- -1). MEASURES USM 7*0 rRAP SEDIMENT ALL SMWENr SPIUM, SLOPES* 18 IN. MINIMUM DEP7H* AND A MINIMUM B07TOM 6. SrONE 6AGWER rhAN 12 IN. SHALL ONLY BE DUMPED Rmow DAmAGED szopn. REww Bulu up swof-wr 4 S7A811-1ZE SLOPES W*rH HYDROSEED PER BMP EC-4. 42*60 0 S:F. DROAPED, W4ShED OR 7MCKED ON70 PU" RIGHr-OF-WAY M07H* OF 24 IN. ONrO RLrER 648RIC PP07FC7ED* WhH A LAYER OF GRAtoR FROM 6V7RAN5FS AND OU77-01S AS R61OUIRED. SIMU BE REA001ED IMMMAA5LY. 4. RUNOFF SHOULD BE CONVEYED 70 A SEDIMENT 7RAPPING W;rH A 7NICKNESS E06AL 70 ONE HALF 7HE D50 ROCK 5 cowsmucr EAR7HEN D1WRS0YV DIKE-SWALE PER BMP CC-9. 1*487 L F. d PAVWW DR44fMCE A0 CARRY WAMR 70 A SMMEW 7RAP OR DE14CF. SIZE, AND 7RE DUMP HEIGHT LIMPTD 770 7MCF 7H* E 6 INSrALL SLOPE DRAIN PER &MP EC-11 AND RIP RAP (A r 2 EA. O*rhV? SUN.4" OU711T. MMEN NECESSWY* #HMS SHALL BE 5 CONS7RUVWN ACM47Y ON rHE DIKE-SWALE SHOULD BE 4q DEP;rH OF ;rHF GRAVEL PROMIMON LAYER THICKNEW. QP OUnEr) SIZED PER fiMP EC-10. .f OR 1.1) CL&MW 7*0 REA40W SMMENT PRIOR 7*0 EN7ARACE ON70 KEPT 70 A MINIMUM. 7 INSPECrION AND AWKEMWE.- INSPECT APRON FOR .A11v-.'==,. - I-V&X Rruff-OF-WAY. MEN WASHING IS RFOUIREDs ff ShALL 6. Pwr DmmGr Somas AsovE oR snow, Nor ON, A DISPL A CE MWN r OF rhF` RIP RA P ANO a 4AA GF rO rHE kfor No r ro sc" 7 INS 7A L L sIL r f m x PeR amp s r-i. J*342 L.F fir oaw av AN AwA smmuzm wrH cwswD srom* r1mr CUT OR RU SLOPE*. UNDERL)ING FABRIC. REPAIR FABRIC AND REPLACE RIP AWW INM AN APFROWV SMMENT nW OR SMMENT fi4SI.#V 7 COMPACT ALL RLL A64TERAL ALONG 7NE PArH OF ;rHE RAP rmr ms WASHED AWAY. IF RIP RAP CON77NUES 70 8 coms rRuc r wA w z BA 0 a ii 10C DA MS A r Ifv rER YA s wo w v 175 L.F. DIKF-SW". OYV PLAN PER BMP SE-4. (SEE re-J). 8. DIKE-SWALE SHOULD BE LAID A r A GRADE OF A r LFAsr 1 WASH AWAY, CONSIDER USING LARGER M417ERAL. INSPECT 7. ALL SEMEW SMAU aF PREH19VIED FROM ENIERING ANY PERaw,AND vor Mom, rmN i5x. f W SCOUR Bf NSA rH THF RIP-W AN0 AROUND ;rHE 9 INSrALL RBER ROELS PER 8MP SE-5 4 552 L.F. SMW DAWN, UrCH OR WAIERCOURSE 7HROUGH USE OF 9. INSPECWN AND AAMENWCE.- INSPECT fOR NASHOU7S, OUnXT REPAIR D4"46E` rO SLOPES OR UNDERLYING 10 INSrALL INLET PROMIC7700V BY INLET TYPE PER BVP S;F-10. 18 EA G011114a AAGS* SM4W AKLiS, OR OrHER AAFROWD METHODS. DAMolIGED SrA611-04WN AND NON-SrORMNAMR DISCHAN6ES. RL7ER* FABRIC IMMEDA47FLY. hVSPECIM AND M011INTSANAACE.- MVNMIN THE 6MVEL PAD IN A INSPECT CH01INNEL LINIAW, EMAIANKMENN AND BEDS OF 11 INS 7A L L DM 77NG BASIN Cl;r Y REWIRED .96 WA 0 f PER Cl;r Y I EA. COYVDfl)tN AO PREWDVT MUD OR SOVMENr FROM LiAkING THE D17CHES MD BERMS FOR MSION AND ACCUMULA77ON OF NOTE 7 COA67RW70V Sl&r. REPLACE 6RAWZ M41YERML WHEN SURFACE SEDIMENT. REMOVE DEBRIS AND SEDIMENTANO REPAIN n-vRIP RAP (EC HWDS ARE 114W&E. AMR EACH RAINFALL, INSPECT ANY LININGS AND EMB41MMMENTS AS NEEDED. rEMPORARY \Z/ = SrRWn1Rf USED 70 7RAP SEUMENT AND CL&W ff OUT AS CONW)AWES SHOUW BE REW114ED ASsom AS rhf` No r ro sc&E NECESSAW. IMMMMMY REM011F ALL OWEMOANBLE M417FRAkS SURROUNDING DRAIN40E AREA HAS BEEN SrABILIZED OR A r SRUM* WASHED, OR rRACKED ONrO PU&IC fiOADS. REMOVE, AU SMWfW DOWS17ED ON PAVW ~WAYS WrHIAI 24 rhff` COMPtEnON OF CONSIRUCrION. hWRS. 1. GRAWl- SAGS SWOULD BE OSSD DUE 70 ;rhER H16H PERUFABIL17Y. ZHE GRAWZ BAOSSIYOUtD A.-%. FARrH 2LtE-SWALf..=-2) ACK OF S/w A i?f' OF WttW-rWf' 6F0rEXhZEFA1?R1C SIN6F BURL.AP i?AGS DfAVa?A 7F RAP/&Y. OVA M SrABILIZED C0NSrRVCr101V mor ro stALE BA OS SNA U a F RL LED W fli 314" DRA IN RO CK OR 114-v #F EA &?A WL ORA WrL CA rCH BASIN 2. f Z 0 W fRCM A S F WRE S rORM (10-W. OR GREA 7E R- ) .W- omw Nor owmp rHE CfIAV. FA(rRA /fx/,r (rcomm IJ BAOS j. caysmucr oyv awa Y szoPING ounrR. 776HR Y A JINE GRAWL BAG W. ALL BE PLACED IN A CURWD ROW fRaV 7HE CURB AT irAsr j FErr JJv0 r ro Se" Pt A CED BACK OF CURB IN70 hHE S7R- EEr1PA WMENT FOR AREA (6RA IED) INLEIS W7H SHEET nOW APMOAOYING FRom ALL mrs, mE DIAmEmw oF nwaRar oF BAGS smuw sesumamrNor ro COWR MY PART of, mi, am 7r. 5. PL A Of* S F I ERA L L A YERS OF ORA WL SA GS* 0 WRE A PPING THE BA 6�S A ND PA MNG 7HEM 6`H16H hV 7 76 Al 7Z.Y rOGE 7NER. 100* MAX 6. LEA W GAP OF ONE I BA G ON hHE 70P ROW 7*0 MR W A S A SPILL NA Y 0 MM OW. NE XP OF a ' E SPILL WA Y 0 WRa OW SUR PARKWA Y mom T)R 7H FACE SHALL AE NO H16HER 7H* AN 7HE 70P OF CURB AND RI)V PREnNA&Y 1 INCH BELOW 7HE rOP OF CURB. OwRF1OW 7 us r w INHIBI r No v-s roRm mA rER f z o w PLA a, BA Gs nA r N07r.- & IN AREAS OF H16W CtA Y AND SILM 05FRL 7ER FABRIC AND 6RA WZ AS AOUMWAL RL7ER AND 776H7L Y c r% =EhHER INS 7A L L RBER RO t L SLOPE PRER ROU mrDIA oy v mr ou 7ER PrRImr rrR. oy vs m vc r 6 RA wa SA GS /N A CCORDA NCE W 1H S F-6* ALONG LEWZ COWMIRS VARIES 8'0 MIN 6 RA WL BAG BEWS C INLET AR07ECnON rH:F 4. SF-10). 9. FOR BLOCK AND CRA WZ TWE BARRIERS (SEE DRAINAC Pt A CE 7*V CONO W 7E* Bt 0 CKS OY V ;rHk7R SIDE S PERK NVICUL A R rO THE CURB A r a rmw im of" rl-c /,v/-i*r opmw. AESE WU SERVE AS SPAaR &OCKS PLACE COVOMEV &OCKS ON fz- Aff IHE7R S)DES' ACROSS THE* FRowr oF rw xzcr AmD Awnzw rwscAm? at"s nyr 7g)��E Row ar RaER ROUS fzOW 6 RA WEDL RA" 2 W \4/ \4/ \1/ a PWDINC 0 W`RF1 0 W SURFA Cf opmms /*v rm, al-oms -wouw FAcE ourmfiv, mor upwARD. cur A 2W IMOY SWO JrHE BAGS HIGH (12* MIN Hacwr rop OF CURV Lrivow* or mr cum maEr Ptus rmi* mow of* rw r*v spAcm aoms. PtAcr nw s7w '*��,Va( ac- ame (rw.) HS&Vr) SIAG�XR /w rwoz/6w rm* ou rrR Har of, iA cH s PA aw at o cK ro Ha P KEEP n w f Row r&o ors #v )=�:2 --�s PLACE PLACE WRE MM 01141W hHE OWSYDEIF WR71CAL FACE (61FEV ENDS) OF 7HE COVOWIE "*VrS AS SHOW11. 314' x 314 RIW VER rICA SPA aNG *MD S 7A KES Bwms 7v PREw.*vr sraw FRom Bow wwwiv rwouw rw* atoms ww m1mm wR& CLVA r10A MEASURE9 ALONG BHE HARDWARE aO7H W;rH 112 INCH OPSNINO.S OR RLMR- FABNC. PLACE 314 INCH rO I IIJ PLAN L-4) MA X 4' S FA CING FA Cf OF THE SLOPE INC H GRA VEL A GA Ims r mi* wRi, ro Tur rop oF rw BA RA YER. /,vs pw na vAw CA=IHI mA1m&wAva,.- lmsrricr AND ClEAN mc BARRIER AnER rAcH symmcmr smw (r /*v 24 VARIES bf`r#fiW 10 Aft A*ft mm AND 20 BASIN Homes) AmD Rmow solwwr FRom awIND m- smumfir Arrm rwwy sramm. ANY s mmrN r Aw 6 RA iIo a wAu a F ImmEw ra Y Rmo wD fRom mr mA w z ED mm Y or Ra 4 a s v- OARA A DA (51 =4 SEmmw INS rA L L A RSER RO U CA mr RsmowsD qrD1mi,,tvrwAu m, PLAcm wlm, IT cwvrvor imMR A SrORM DRAIN, No r ro scA iE NEAR SLOPE *HERE f N 7RENCHMEN T S7REAM, OR aF rRANSPORMID OFF SYME. IT mmslnays 1wro 10. FOR CLEARED AND GRUBBED OR GRADED AREAS, USE EXCA VA rED DROP INLET SEWMDVr ARAP A SMEPER SLOPE SMW-)V A A I (DRA INA GE INE,E r PRO 7E C 7 70Y V* 7)PF 2.. PER S f 10). BASIS !QE BE68IN!Q dol OR YNEZ ROAD AS LD 13- 08GR A 2 SHOWN ON MAP OF 11vL FT PRO LF v- FIBER �CTIOA( BUILDING AND SAFE1Y 10 ---- TRACT 29639-2. M.B. &O..L L Lr= fl, PLANNING ENGINEERING SURVEYING TWO WORKING 345/1-19, BEING N 41 E389 Enterprise Circle North.Suite 126 NOT 70 SCALE BEFORE DAYS BEFORF- DISABLED ACCESS A D SIBIL Ly YOU DIG YOU DIG 23*59'49" W TemeculR,Cc-.4.92590 -69E-8900 14300-W-2B00 951 APPROVED BY: A PUBW SIMM 13Y UNDERWWND SMM AURT 95 1-B95-8901 Fax CONSTRUCTION RECORD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY \ilmwwai N(I 9 SCALE )OA CITY OF TEMECULA EXPMIMENT OF PUBLIC WORKS 2 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN 3. 0 BCK BCK DJO RECOMMENDED BY.- DATE: -3 1 CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE COUNTY HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF &$W% - ow I BENCHMARK T-46-81 RESET 1997" EASTERLY OF ff j m rn I PRECISE GRADINO PLAN THE ? OF SR-79 AT THE SOUTHEASTERLY AS NOTED No.47677 M ACCEPTED BY: DATE INSPECTOR DATE. CORNER OF THE BRIDGE OVER SANTA GERTRUDIS Cmoo�' GREG BUTLER PA13-0010 MERCEDES BENZ OF TEMECULA N LY SIDE DANI�L/,/. O'ROURKE DIRECTOR OF PUBLIC WORKS/CITY ENGINEER IV- CREEK; 4.5' NORTHERLY OF THE SOUTHER VERTICAL C/V1 DATE BY REVISIONS APP' 17 D DATE RCE 47109 DATE COMPLETE THE CONCRETE SIDEWALK. 4� Op C R.C.E. NO. 47677 EXPIRES: 12/31/13 MB 8, PAGE 395, LOT 121 PO- AS NOTED SHEETIJ70F12 ENGR. / ARCH. RCWD ELEVATION = 1097.163' ERCISION AND SEDIMENT CONTROL DETAILS A WERCEDES RENZ OF TEMECU�A EROSION A ND SEDIMENT CONTRO� PLAN WDID 9 JJC365900 CITY OF TEMECUIA FROSION & n! 11111ill iiiiiiiII!, S62LMEIVT CONTROL NOW1 "i 0 "01 sallfirmsms comf z/cr wr Alllll F smppp R H elry of* &wEcum Dwsm Aw smmENr cama Noms.. mr ma?f* sinwivamrwALL Am Y 7 7 7 4 e L SL MW =62ffi- ALL RUNOFF SHALL BE RL rERED PAYOR 70 DISM40ONG FROV A SIX OR 7*0 ANY OF PRIVA 7E OR PUSLIC SMW WA WR ------ AIN1AIN IINnL CURB INSIALLA 770YV CONWYANCE SYS7EM (NA 7VRAL *4 ARVOUR= SMAWM W7WRS* -IJA(ED V-DIXHa SMRM DRAIN,% a0#14#11i" MEI$ OVAEM 49 (0.5X A 01) COAAWEX P iv� EAC.). ALL lIll EWIMD DISOVARGES ARE PROW017ED FROM ENMWC ANY -------V_ --A- --li 1,� MA- _-A-i . . . . . . . . . . . . SMW WAITR CONWYANCE SYMM )VAR-ROUA0. 7 -=Z:M"M(W:MdQg= (VAEU )VAR-ROINA PaLVIM AWW9VWV 2. MEASURE$ ALSO KNOJNV ASaEsr mmAmwEwr mcnas (awv), m1sr w 10 INSrAU" PRIa? rO ANY RED AC77W77ES fiMP HAM08"S CAN M Ar5 mv 71CAL . . . . U11-1 U, 1* 50.0 DOWL04069 Ar Ins AW41044L iWOSM PAEWNMW 000VrOURS MUSr BE INSULLED AW MAWrANED AND sEummr camot. (ESC) MEASURES 4 ai R* E Ewvi� rR/Itm Ac PRIOR rO AND mRowHour zA 4/tvy smsm m Te w Es 7H a/aywr invio Is Rrspaysf&E foo? Ew mEA R R 10 maccrmR ALLa EA mw ammme, mA aiva rxcA vA nNo *4 No s romps.im A 0 50* 8 AC77W77E.% AND OYV ALL EXPOSM SLOPES AND INAC77W PADS n*00WOUr S4 rHE ENnRE SIX rHE DEW10PERICaVrRACra? IS ALSO NSOMME FW ANY DISafAR6LS FRaV SV8aW)R4Cr0RS A SrQQMUW QE amp-S ADD1770YVAL ESC MA IMALS W. AU BL ,C; A r YA Rn Is L o cA vs mmuayalr mE s1rr Fw Immam rr vsr w7hw S sriiiii DA Ys mw 77o ANY FoRrcAsr RAIN. IN airfilawy smA am 50P 8 r 1HE DFWLOFfRAaWrRAC7VR SYALL IMME&A ra Y MAKE EMPUSIVT AAV N ORKERS A VA 1 A F ro PRo Tne r r/ii s f rE. 10 J. raosm MR SmImInvill: QMM &L EW MEA.WRES .W. AU BE #14SPECIMMA j 10 msrmm RspmwD oR momm wAR-RouND movayalir nwvir ro 17 PRo mir r PERIMFTER.S A DI 1A aw r ma w na D v~m 9 v rA ILL Y a r" w 5 8 4*1 r M AN :% AREAS AND ALL PRIVA A5142USLIC S70 M WA IER 00WWrEYANCE SMEWS F Y 10 rRoslav msmmmr cmn?as FAx Dumwo ANY RAN EwNr, mavr r IR PU CIE. 10 EFFEC77WE, al WU BE REWIRED IN rHE A. Emsym ccwmaswALL Na" Agur vor avlwo V) A0.- APPI.WYNG AND ESrA&I.W. INO 14r.6Ewi 77WEr COWIR, NOW mmov* 'n A 177 r f smillllczim oR PINNrD BLANKErs (smw. cocoovur a? orlev, Pmsrlc 1050 8 SHEE NG (MIN. 10-I, POL YFWa*n&WE MA M SMA Y-OV CaVM&S ro 7 J ALL DIS7VRSED AREAS OR 07HER MEASURES AA99OWD BY )W ct;ry -ALOW M&M Z EN6YNEER. JJ7F NEMNO SHALL NOr BE USED AS A SrAAV a W 7 RO t. FOR SL ORES GREA 7ER rHA IN 4.'1 PR 0 WDE ROM ROU S A A 0 1.*7 El THER A B 6 WDED RBER MA 7A YX A PPIJED 7 0 A RA Mr 0 F MW L BIA 0 W M 5 MNN rA IN UN 7 Y/ A SIA8112ED RBER MA 7R* IX APPLIED 70 A RA 7F Of 10 WACRE. WE CURB INShALLA 770YV c y 7*Y ma mm mA Y A PpRo w Dlmmw r A PpucA no v RA Fw szoprs (0.5Z MIN) I J, pow, L M rHA N 4.-1. 4 10 B. smwmz: =ms. smmmr camas mALL NauvE Bur Nor awriv J` 7 7a. Do x 77wo &A s YN.% 6 RA DED smw RaER Ra u.% sl.r Fm= mA m 101 7 7 SA 0 C HE ROY VS (RL L ED W 4Y MIN. 314" GRA W Z)* OVE CK DA MS* DRA 0 VA W 10 ImEr PRomenov.. Em mm Rous mALL 8e Imsmum Av a-rwr z su rii i, r ir nvE sxa*E st r mAx mALL Immimwrs mEA R D &avo Tm Acr a & BE INS7ALLED &ONG IN&AVa? S' 15 WN MA M-BAO 0? sx r f ma* cwways lmmr smEw" Rlavr-or-ImA Y a? swor ar am 7 `31S S13 10 4. jjrA JE Qa86jM=fflM QOML eMM /)r ME A?OXCr DISAIRM4 D#k2WS 7 A 14 S lei a? SIAOCKPILES aVFA0W OR MORE OF SVL, 4HE SIX MUSr BE COWRED DRIVE --------- 8 0 1 UNDER ;9HE SrA Mr COVSh?VC7700V 6MERAL PERMIK A WAVE &SOVARGE 8 10 IDEN7717CA nOW (WID) NUMBER, A RI.W LEWZ M~NAMV NUVWR AAV PC OUALIRED "SiV WA A5R POUU170V PAFWN*VOV PtANv (SWR�) M-MOCER ol 9 A r 5* tfR77CAL ......:�,� (OW) SHALL BE PROWDED 70 hHE ClrY PAVOR 70 IM&ANCE OF A QUAW 190ACINO ON LEWZ MA r0V EX. PERMIr. A SIP SHALL SE IMPLEMENITSD mRovayour rw DwAnav or PC PeoliA.-1 -wAu BF fiEWIL Y A 044fAbLE 70 CY7Y AAV Si TF MPEMMS WN7WRS 10 ......... PA wmEw r 7 8 V ....... r AND UPDA MD 7v Rrnfii a/Rawr Six cavurms wow cawrAwmw A m1r c 100i 5� w acrRucnav PEm ANaF D0W11LOoWM A r. M? WLS&BQ2W=MWM ffi2lldQ2&U=mw 5. PEWMEi PR07FC770V MUSr BE NSMU" PRIOR rO- eAMSAM em= 0 i .0 ANY CLEARING AC77W77ES, CLEARING SHALL BE LIM17ED 7V AREAS nywr NIL 'k BE IMMEDIA 7EL* Y 6RADED OR DISRIRBED. A CW&NA 71ON OF ESC MASMS PRIa? rO C URI? V w SHALL BE IMPLEMENrED IN AREAS rHA r HA W. BEkW aEARED. ALL DISMNEV _Nk 7 1*VS7ALLA 770W AREAS OFAN INAC77W SM AS DESWIBED IN IHE ENCINEERNO AND 7EV (0.5A r MIN) 10 IF v- CCWS7RVC770YV MAWAL, SHALL ALSO BE PR07EC 6. Q=2=&A jl= 8W COYVSIRUC77ON ACtM POIN75 WALL fir IV- A COMBINA 7700V OF ROCK AND SX4A*ZR PLA W MAR-ROUM 'Ile S rA 81IJ2 ED W 7H rEMPMARY -o E ro PRrwwr rwar ur INrERIOR ACCESS POINi (ALL AWPOSED DRWIMAM 7EMPORARY wRr AS CUL K PARKING MATERIAL S70RA GE AND SrA 6YNG AREA ENrRANQES1`2:VM EYM) MALL ALSO Br PRomicirD wrH Rom 7v PREir mAcK-our oylvino Ivirma? snwrm A'i AEFDED (SEE A9MP TC- 2 Rounw swEr sma-plwo wAu ar PEwawm av ALL PA�w snwrm LEGEND BMP WERE rRACKINO S OBSER�EV. VACUUM SNEEPERS ShAU BE USEV WEN F0 I __ )I STREFir SNEEPINO BECOMES 1NEFFECnW. CaVn?OLLED Si7T XASN4#V0 WALL . . . . . . 4v . . . . . . . . x 7 Ar j,"i OY W Y SE A L L 0*ED PRIOR A0 7HE A PPL ICA PON OF A. HA L r a m cow m A w . . . . . . . . . . N N, ------------ . . . . . . . . . . 01RSCfl0V OF DRAINA6F GRA PHIC SCA L E aw Y wrN ALL PER77NENr DRAINA6r ImErs Afir momemp. . . . . . .. . 7. Q== DESC nNG B4SINSShALL BE "aVW ACCORDNO 70 SrABILIZED CONSTRUC770W ENWRANCE rC-1 �Q 10 )Cy CA SQA WNS;rRVC 7 70Y V fiMP HA Ill OOK. IMPOUNDED WA M R SX4 U a E 50'p 0 150'p SECURED f ROM 9HE PUBL/C. S YGNA GE INDICA 7ING **P ONOW WA M l? - 0 0 A 0 r 6 MAINrAIN JIM77L rEMPORARY CCNSrRVC770YV ROADHA Y OFOWCH NOME ro ENh5Rp OR AN roulvAILENr wAfiwlYG Noner, mALL BE CURB R 1. EfFEC n WE SOIL co wR mus r a F impL o YrD FOR INA 0 7 7 W A REA S W 11CH a MA M& IMEA MA MRAL S70 ALIF AND SIACINO AREAS 9VALL BE INSIALLA n0W Iva L ABLISHM FUEL 7ANKS, PQR)A&F A01LE7S*, LIUADS, 6a.% PONVEn SMBEIZED SLOPES WrIl HWROSEW EC-4 UDES A L RNISHED SLOPES, Ol SPACE, U77LI7'Y BACK9LL, AND FSr COMPL E AED AA DS. INA C 7 7 W A REA S OF COY VS;ll'770Y V A RE A REA S ;llm r LANDSCAPE MA 7ER ALS AND SIMICKPILES OF SUL W. ALL BE SMRM A WA Y ` SW -9 0.5Z MIN 5 FAR4HEN DIWR90YV DIKE1 ALE Ec =E11110 FB -D - SYS&W.% S"ALA#4 HA K EE N DIS 7 VROM A ND A fi F tvo r smmm rD ro si Rr Is n Imm FoR f RaW A L L PRI VA 7F1 PbSt IC S rORM *4&W a W W YMCE A r LrAsr 14 DA YS. A%H r-OF-WA YS A ND f Z 0 W-L INES A ND i L L HA W S WOO VDA R Y aW rAhVA&W r. 4 RIP RAP EC-10 2 S)OIL L S A ND L FA KS ,WOUL D BE a FA NED UP IMME&A 7E Z Y A U COY V rA MINA MED INAC77W SrOCKPILES OF SOIL SHALL BE COWSRED A r ALL MES AC)7W 10 moposmRrmwnav AsAmAt PCRARY SLOPr DRAIN EC-11 SOILS SHOULD BE RSMOWD.AND DISPOSED OF ACCORDING A0 rHE HANDLINO S706KPILES SHALL BE COWRED PROR 70 A FaWCASr RNN. 7EM N ZM97F DISCHARCC LOCA 770M cW C0NS#rRVCT`OrV W4S)F & MISCELLAAMS MW &VALL PROCL RES FOR COW)AMINA 7ED SOILS IN CASOA W-7 (SEE SiR). WA r sF Pmav IN wA 7ER-776yyr alws. wfir mm firmpmailles swu Nor ar 3. s rumEw r A CCUMIAL A 770 S SHA L L BE REMO WE D FROM Ill RE TEN 7 70Y V fiA.9N sil-r Fmcr SE, CHES AN A WSRA CiE DEP 7H OF 5 rO 6 ALLONM www-alr sm nan w. Au BE 1womm FoR cavo%7& PAwr IF /r REA 0 1, &F-4 I , R"I&?A ka BAG CHi-W DAM SRI= & 07HER LIOVID WASi & SHALL BE LINED W^AS)7C AA0 LOWED N 1 41, AWAY fROM PUBLIC RIGHr-OOr-WAYS, a0W LINE4 EM PRIOR #0 ANY CUL WR AS , CONSLRUC rrs 101VS RBER ROL L SIF-5 FoRrcAsr RAIN &Ns & www-alrs mALL BE owwD wltm av PtAsw KD 70 S.D. SA MPL ING Lu(..,A 6p,;� (SLL i7AILS AND SWPPP OR AMP RIFERENCIS) )ARPS. PAYOR rO SO 6 . . . If SWPAPP FOR SAMPUNG RC0U1#?fMr#VrS) INLEr PwriCnON sr-10 0 1 1 fikSrALLA 770YV INSrALLA 770YV (SI to. &Q81 MQM2 sroRm wA 7ER Rumaw sHALL Nor aE ufircmv ow? A szoprs w7nour PERmAilr Dow DRAmis Imsmum. Ew AcAsulws Aw 4 (srr amp SrORM DRAIN P ED cowsmucr srA811-IzED caysmucnav iwrwANcr wrH cowuv 7rD Rmuwmw av ALL ix osm szopis ava sumcIENrIolowAvvir LAwscApe Inc-1) A IS ESrABLI.-WED. ;WERF -WALL BE* IOOX SLOPE PR07FC71aV AV Pfii` PRW 70 D 2 S 7M PL A 7 FS A N 12 MINIMOM 7HICKNE S5 OF 3 7 0 6w CRUS HED . . . . . n7vo r OF OCCUPANCY. EAR4HEN E SAMPLING LOCA 770YV SrOYVE PER fiMP AC-t IS 5 UA NCE OF CER I 7RCA M ZLJF_� ALL PORrA&E MIAERS .W. AU HAW PLAS71C LRVERS Sit UPS7R AM UNC0W7AM1NA 7ED SAMPLE CL DIKE /I. EMMAlf J - S NO FOR COMPARISON. AMPLE A r Come? & 2 cowsmer rEMPORMY CONSTROCNOV AND RRE ACCM ROAD . . . -i UNDERNEA 7H 7HEM Wii 6RA Wil-fiAGS PLACED aV ME D0WV-Ad1U SW OF mw ra.L o wwo mA NA 6 smEN r aws .w- A L L A L SO BE SHO;W 8 Y 4 GU77ER OP57R AM OF S17E. ANDIOR PARKING AREA r E UNERS 70 COYVrAIN DISCX406ES CL PER 6LOMCH REOUIREMEN7S 7H Lillifi6f*ND SWBOL ON THE S17F MAP AND ALL fiMP LOCA 77ONS AND Of FV)F FLOW LINES (/.C., V- AAV S2 MIXED SAMPLi SAMPLE UPS7RFAM OF . . . . . . . . WALL BE UPDA 7ED OYV ;rHE SiiiP S17F MAP SY THE j cownrucr 77RE WA.W. AS REOUIRED PER AMP W-3; IWOORPORA 7F W;rH 12. MM ALL Ol 7E INLEr PROMIC770YV A r srowu DRAIN r D BROW-DIIACHE% MRRACE RAIN$ R1880YV GUrIERSS aIR8 6V77ER4 VC)l COVTRAC70R AS LOCA 77ONS ARE E51A&ISHED AND CHANCED. SrABIL12ED CONSTRUCnOW EN;rRANQE (SEE fiMP 7C-1). ImEr IN salm comin ar illl Y s roRm mA TsR coy v w YA NcE s ys Tsms* cHn K DA ims; aw w 7ams s z r awas AD"NING PARCEL. 4 S7A81UZF SLOPES WTH HYDROSEED PER BMP EC-4. v AND DESIL,77NO BASINS SHALL BE FREE OF SED&DVr, WNS7RUC7AN MA 7MA11% MA MDRIA L DEL/kE R Y A AD S rORA GE W-1, 2 & 4 SJ WE SAMPLE.- SAMPLE FROM PROPOSED WASTE, MISCiZiElOUS DEBRIS AND DE)FRIORA rM EW MEASURES -SHAILE PER SMP EC-9. 5 coNs muc r FA R rHEN DI W RS16 W DIKE B10-i5N770YV BASYN. SOIL SrOCKPILE.. LANDSCAPE SrOCKPILE W-3 YEAR-ROUND. 7 S4 6 INS)ALL Sq OPF DRAIN PER bMP EC-11 AND RIP RAP (A r ou wr) slav 1j. Qaa= S17F SAMPLE- SAMPLE FROV P90PO&ED NO O0STRVCn6NS OMER MAN aVW� ShAU aF AU011" 810l`7FNn0l1ISY.#1 SOLID WASTE S70RACPE JW-5 PE Z?MP W-10. WHIN ANY Sra4?M WA 7ER CaV WEYANCE S YSrEM* UNLESS AL?ElWVA VW 0 E16SIS, F BEARING S5 S17F SAMPLE- SAMPLE UPS;rRFAM OF HAZARDOUS MA 7EIAL SIAORA Of W-6 7 Il 1A L L sIL r f rwE XO Ili- YNEZ ROAD AS mi PROMICnaV A r upsmEAm ImEr 8 coy vs TRuc r GRA PEL 9A G CHE CK DA MS A r /.tv 7ER vA L s wo;w a v PL A N LD 13*-008GR SHOWN ON MAP OF z oF mrsr W LINE. cowwx wwsotlr W-8 PE R* BMP SE-4. BUILDING AND SAFETY TRACT 29639-2, M.B. S16 S17F SAMPLE SAMPLE FROM PROPOSED DIAL TW WORVJNG 345/1-19, BEING N PLANNING ENGINEERING SURVEYING B10-RE17N770N fiASZN. r0k F r FA CIL/7 7ES W-9 9 INSrAU PRER RQtLS` PER BMP SE-5 REVIEWED FOR COMPLIANCE WITH TITLE 24 BE DAYS BEFORE 41689 Enterprise Circle North,Suite 126 WHIar MAIA(IlEVANCE' IVS-8 & 10 DISABLED ACCESS D 10*1 YOU DIG 23059'49" W Temectji!R,Ci4.92590 S7 S1 Mr DISCHA R6 F L 0 CA 770Y V.- SA MPI-E 0 YOU DIG 951-696-8900 10 INS LA L L PW E r ARO 17C 776 W 8 Y INL E r T WE PER fiMP Sri 10. I-WO-iiiMll FROM PROPOSED RE7EAtnON BASIM R IfL ING A REA NS-9 APPROVED BY: 961-�696-8901 Fax It INSrALL DEW 77NO BAqN Cl;rY RFOUIRED .96YVA6E* PER 017'Y NOMF 7 A PUMX SERVICE BY UNDERGMND SMVICE ANUMRT NAME 'rfDdEe DESIGNED BY DRAWN BY CHECKED BY NO. CONSTRUCTION RECORD BENCH MARK I `0,:� SCALE SSI "AT"Y 4 01 T Em"E C"&UL A DEPA14TIVIENT OF PL)BLIC WORKS 2 3 1/2- DIAMETER ALUMINUM DISK, FLUSH IN BCK BCK DJO RECOMMENDED BY(-:::* DATE:317,IS -3 3� 0;� . A HORIZONTAL 0- !771 CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE COUNTY PLANS PREPARED UNDER THE SUPERVISION OF .I;� 7- -001% BENCHMARK T-46-81 RESET 1997" EASTERLY OF AC I a m Iff, # W; � PRECISE GRADING PLAN AS NOTED No.47677 ACCEPTED DATE aw INSPECTOR THE ? OF SR-79 AT THE SOUTHEASTERLY DATE: -i_/P - CORNER OF THE BRIDGE OVER SANTA GERTRUDIS 0$ EG 13ITLER PA13-0010 MERCEDES BENZ OF TEMECULA DAN� J. 0' OURKE a CREEK; 4.5' NORTHERLY OF THE SOUTHERLY SIDE VERTICAL C/V1 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER V_ DATE BY REVISIONS APP"D DATE RCE 47109 7 =4 3 DATE COMPLETE MB 8, PAGE 395, LOT 121 ENGR. ARCH. RCWD OF THE CONCRETE SIDEWALK. AS NOTED OF R.C.E. NO. 47677 EXPIRES: 12/31/13 SHEETI I OF 12 ELEVATION 10971.163] EROSION AND SEDIMENT CONTROL PLAN RENZ OF .. -TEMECU�A EROSION AND SEDIMENT CONTROL PLAN WDID 9 JJC365900 5 MA IN WN UN 771- CVR8 i IkSrAtLA 770YV TRUCTION AV_rfs - 4, (0.50,1"MIN) (SEE DETAILS FOR BMP REFERENCES) 7 $ 8 7 5 4 50 1 XMWBJM cowsr uonav mr mcr wn cays7nuer smalum R R H 5 )AN UN CORRUCA T9D S 7FEL PL A TFS AND 12 MINIMUM 7H CKAESS OF �ujvw Ivsmu noov 10 v 7 0 6` CRUSH 7 ED S70NE PER BMP rC-1. (0.5X MIN) 2 cowsmucr &WPORARY CQYVS;rRUC770YV AND RRE ACCESS 4y Aft I ROAD ANDIOR PARKINO AREA PER 6EIOTFICH RSOVIREMENTS. j wwwcr 7w WASH AS REWIRED PER BMP rC-J; k!) INCORPORA X W7H* S)ABILIZED CONS7RU0770N EN7RANCE (SET amp rc-1). rCH EX. 4 SrABILIZE SLOPES W7H* HWROSEED PER fiMP FC-4. 5 cowsmucr immm DlwRslov DIKi'-SHALF PER &MP EC-9. 7EMP00A R Y PARKNVG 6 Ivsmu SLOPE DRAIN PER BMP EV-11 AND RIP RAP (A r 2 OU&Er) SYZED PER 8MP EC-10. 7 lws rA LL sL r fz*Na PER Bmp sE PROP0.9V Rf')EV770v 8 C0YVS;rRUCT GRA WL BAG CHECK DAMS A r IN7ERVALS W01W SASN OYV PLAN PER 8MP SE-4. 10 -5 9 INS)ALL RaER ROLLS PER BMP SF 10 INS)ALL INLET PROMV770N BY#VLET 7)PE PER BMP -10. k" v�N 11 1A(S rA L L DM ANO BA SIN Of r Y REWIRED 96Y VA 6E PER Of;r Y ---------- N07E 7 7 2 f LEGEIVD Bmp DIRECflaV OF DRAINA Of' Sr.4811_1ZM CDVSTRUCnaV iWrNANCf rC UC770YV ROADWAY GE07ECH TEMPORARY CQYVS7R SrABILIZED SLOPES WTH HYDROSEE9 EC-4 q/ ILI 41 ---------- ---------------- EARrHEN D1WRS10YV DIKEIS�NALE EC-9 0010101 ------------- RIP RAP Eic-10 7E MPORA,R Y SZ OPF DRA IN EC-11 24 WDE T59UPORA R Y C2 VS NUC 710 V A ND sll-r fmcE SF-1 RRE ACCESS &r RO C K16 RA kft BA G CHECK DA M SE-4 loop. RBER R01.1 SF-5 loe INLET PR07FOnOV WIA64P KEY sr-10 0 00000, S70RM DRAIN WIMAP KEY 001 01 SAMPLING L OCA 77aV Ast A rm f iol.L o w.#vo mA NA am*N r amps ShA U A L SO BE _W0 N N 8 Y L E6 VVD S YM801. OY V THE .9 Mr MA P A ND A U BMP L 0 CA 770Y VS 00 r A looe SHALL BE UPDA W OYV *W SHPPP SY 77 MAP BY 7H CON7RAVOR AS LOCA 770OVS ARE ESrABLISHED AND OYAN6LD. %jl i, %m f ,000 MA 7FRIAL DELIWR Y AND S70RA6F #U-1s 2 & 4 S011- Sr"PILE, LAMDSCAAE ST"PILE #V-JT SOUD HASrE SrORA6F W-5 2 HAZARDOUS MA MRIAL SrORAOE HU-6 w our -8 comw 7L A sH 4011 rokEr FAaunfs *U-9 VEHIaE MARVrENANCE A(S-8 & 10 0000e� ole f ZELING AREA NS-9 M4 PA r 12" COMPAVED SUBGRADE' rO 95X MIN RELA 771C DENS17Y GROUND 24* I __� 16 MIN AB Zw)VT m�CONSTRIICTION EROSION ot SFAI 474ONTROlm Bmp. LA LOU. N A& AND SU96RADE COMPACAON 7MICKNESSE5 wowv ARr m1mmum AND ARr swxcr ro mmor AS REQUIRED BY THE 6r0h!r0VN10AL ENOINEER. A*"% A A is QF BE6RING M I SFC E.0A A A YNEZ ROAD AS U LD 13-008GR No r ro sc&i, e. C_�l SHOWN ON MAP OF z UILDIN AN TRACT 29639-2, M.B. DKIL MWORKING 345/1-19, BEING N PLANNING ENGINEERING SURVEYING GRAPHIC SCALE REVIEWED FOR COMPLIANCE WITH TITLE 24 BEFORE DAYS BEFOWE 41889 Enterprise Circle North.Suite 1 eS m I L I IL 0 Ly 23*59'49" W TemeculR,Op.4.92520 YOU DIG YOU DIG TOLL FREE 14300W-26W 951-B96-89M APPROVED BY: ' A K"SERVa BY UNOMRMW SERM ALEERRT 951-695-8901 Fax 150 0 150 NME Cc- DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD BENCH MARK "."'j. 1! i 1 SSI --�WING NQ SCALE F101 BCK BCK DJO RECOMMENDED BY: C A T Yo 0" F T E M EU"U L A EXPAFITMEW Of RJUM WMKS 3 1/2- DIAMETER ALUMINUM DISK, FLUSH IN 0;� DATE CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE COUNTY HORIZONTAL L PLANS PREPARE U R THE SUPERVISION OF 0 $� 0 NOW&A A & a BENCHMARK T-46-81 RESET 1997" EASTERLY OF - 15C IJF ) - 0 7C,It m *oft - PRECISE GRADING rLAN THE ? OF SR-79 AT THE SOUTHEASTERLY AS NOTED w No.47677 m rn ACCEPTED BY: DATE91&4ft I INSPECTOR Y_ ;v &; Aov DATE: icj!� I CORNER OF THE BRIDGE OVER SANTA GERTRUDIS DANIE O'ROURKE GREG I R PA13-0010 MERCEDES BENZ OF TEMECULA -p DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE BY REVISIONS APPD DATE CREEK; 4.5' NORTHERLY OF THE SOUTHERLY SIDE VERTICAL DATE COMPLETE 0111 RCE 47109 MB 8, PAGE 395, LOT 121 ENGR. ARCH. RCWD OF THE CONCRETE SIDEWALK ELEVATION 1097.163 AS NOTED OFF, R.C.E. NO. 47677 EXPIRES: 12/31/13 PRE—CON. EROSION AND SEDIMENT CONTROL PLAN SHEET12oF 12