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908j_sppoty NO Pthw� PER ViCi 17Y AIAP S C9 .; US.) R.3 W. N.T.5 . STREET IMPROVEMENT PLANS for TRACT MAP 264,77 �.S RFs ID' °0, ` U p. G P! P6L. Z0 0/ ZNOF x M P - A � CeALE: P 100' �- toT� i D AC- Pn. 2l RAI kq i f f 3 D' 4 SHeu�DER rr' !ir 4SHDu60EIt CSWALE, fir DEEP ZEXlST. A-&�MRfiE- 3" THK. PCL. Z 2 l t 26 - R.C. PAVEMENT, EXIST A.G. CENTERLINE of FKIrT PAVED ROAD VARiE4 KITH RE4PCCT i 95Y.COMPACTED CUBG.RADE TD LO CATION !Ai RiaHT- Of- NAY TYPICAL. 24T704- 4VEM1,64 6CL OR -0 SCALE= I' (NWV' COUNTY MAINTAINED ROAD The primate upinstr soap 9 theme ph= In naponatfa kw assuiwp the accunncy and acceptam ty of Me dstign Inrtrm In Mit taunt of dtsaopermies admv atter DATE I BY MARK county approval or d vkV cornsfrucWn the prnsfe o nainetr ~ be, - - ---S ,t I for dWtr"*ft an mov"do la sOution and nvfsirp the pNns for appnoW by I ENGINEER on County DESIGNED BY REVISIONS DRAWN BY RECOMMENDED FOR SEAL APPROVAL DATE APPR. DATE CHECKED COUNTY DATE CHECKED BY p�c.1 PER pe L. tk�oq S I ,ti FE T 3 D F PCL I GEiYML WO 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERKITEE MUST INFORM THE s"R"C.s D OF CONSTRUCTION SC'Hm[iLE AT LEAST 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, PHONE (909) fo7(v-2b4ia. 2. THE DEVELOPER SHALL INSTALL STREET NAME SIGNS CONFORMING TO THE S.R.C.S.D. STANDARD. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPT. IMPROVEMENT STANDARDS AND SPECIFICATIONS,1ATES'T E0I7-10N, An(b COUNTY OF RIVERSIDE ORD. NO. 461 AND SUBSEQUENT AMENEIMEV'TS, AND S.R.C.S.O. STATES ¢ IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY THE RIVERSIDE COUNTY ORDINANCE NO. 461. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE SQA!"TA R01A L'OMMUNiTY rERVrCEr p(STR/CT I PERMIT SECTION, FOR AN ENCROACHMENT PER- MIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPON- SIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVI- RONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE -DEVEL- OPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXIST- ING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY RE- QUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS AND TO PROVIDE SAFE PASSAGE FOR THE TRAVELLING PUBLIC AND WORKERS UNTIL THE FINAL COKPIL.ETION AND ACCEPTANCE OF THE PROJwT BY THE: COUNTY AND S.R.C.S.D. 8. ANY PRIVATE _DRAINAGE FACILITIES SHOW ON THESE PIANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVI•Ii W RAW, NO REVIEW OR APPROVAL OF THESE PRIVATE FACILITIES ARE IMPLIED OR INTENDED BY RIVERSIDE CO. TRANSPORTATION DEPT. AND S. R.C. S.D. 9. "ASPHALT EMULSION" (FOG SEAL) SNAIL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALS PER SQ. YD. "ASPHALT EMULSION" SHALL CONFORM TO SECTION 37,39 AND 94 OF THE STATE STANDARD SPECIFICATIOltS. 10. ALL STREET SECTIONS ARE TENTATIVE: ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING To DETERMINE THE EXACT STREET REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 11. PRIME COAT IS REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN (10%) PERCENT. 12. AFTER WOSEk 1, 1992, CDAISTRUCTIOAI PROJECT_ . TKRT D1497,vR8 MojeE TKAAI FIVE RCRET MVST 08TA(Ai A NAT10Atgt POLLUTRNT DIgCfIRRGE EGIMiA/RTION 4YSTEM (AlPDE4) PERMIT. O!^1NE,91 DEVELOPERY ARE REQUIRED TO FiLE A NOTICE OF 1AiTENT (•N01) WITH THE 91T -ATE' h1ATER RFIOURgE.4 CONTROL 80RRb (SW R CB) Jm5 PRE Pl9RE A STORM WATER PDLL VT1OA1 P 6VEA1TIOAl PGAtU ( S'WPPP) RAID MOAIITORli a' PLAAI FOR SHE 91TE. MII TRUGT OV NOTE4" AND QUANTITY CI P MA T6 SYML30L DESCRIPTION QOANTITY N OTE LA CRV-& DRIVE 11 A CoNsT. 3`r A.C. PRVEmMENT 6'39"6 TON4 _ PC r (OR AV SPEC tFiF0 8Y Y- R"C. r.0.) A PAVED ROAD MAiNTArA1E0 S'.R.C.S. D. O2 Cl, Ow¢,CL. Z ACG. 8ASE 379,8 C.1! BY �. (bR As VPECIF(EO BY V.R.C.s.O.) L A i t Q• EARTHWORK (FILL.) C.Y. tSoVREE TRACTt im. ST. GRADING) CON4 T. 72 rr¢ R.C. P. 1500- D LOAD 440 I -F Pa ,001 ,Fa1 CON4T CONC. `WIN940' HEADWAUY 10 C.K Pct. ZG ' V �J PER CAL- TRAN4 STrUD. DWG. D- 90 (TYPE`A') 15EACH WK 5 PLACE VAi&ROUTED, �4_TDA/ RIP -RAP 10r3C.Y. fl\ US.C. m G.S. Desisaation state Cal i forn i a cmmcy Ri ve rs i de O r River� side C m-gY Desiiaattoa T-113-83 J O REMOVE EXLrT Z44 AND 3L." C.M.P.'s Z80 G.F. .dearest T"a Temrula County Rivarside conrr-r. -fa` c.sP, iz cauGE (10o L. F. Distance Gad Direction froom nearest town 216 mi 1 es West Character of Mark 3 3/16" din aluminum disc Sta.ped J -111-R3 ® cDA14T. cov- FOR CUT- OFF NAC(., CL. 8 8.¢ C.Y. Established by Riverside n rnty SuryleXor Date Jan lAr r 19RA O RFMOV E EK1 ST I N a A.C. PA VEM E rV T 1909s Y. -. Detailed Description an rr�ninrrm n'cr maikad "RIVERSIOF rnINTv Rrrru MARY T 11-J_RT' � cat in rnnc• � (O e ECOPiSTRUCT Ek p T 0R1 V EW AV EA. Cylinder_24'x' e' 1; ofenterl i e of Candia Creek Ori vp, 4g' e' 1� of P P _ d222SA4 2_ , c_1- of rontnrline of 2' rti acphalt drivewAX- I fig mil s a'1X frnm in arcartinn of rAranrhn_ I ( mic .. If, CAVO E Rnad aLnd Candia Crook llrive, O 1 mile c'IX na intarcartion of wanida Cel Orn and Candia r -.t, n..t va. Aj07# jWORK CONTAMED -WITHIN THF�'E PLANS Date 2-8-83 SHALL NOT COMMOME UNT/L 41U ENCRDAL'%f H1F tT Eley, 1552.061' PERM(T A/VD OR CRANIV9 PERMIT Hof 8EEA1 ISSUED. . SEAL R PROVED BY DATE 11013.ZV-G Tuer AIAP aal SHEET NO. 011#7Y i f RYUSIDE TAAN&q0&UWbN DEPT. RNEFODE COMM CALWOFMd TCsyMI&F "D'' l R.C.E. NO. 'a3 S EXRDATE ` ?` p� �� 39525 LOS' ALAMOS_ R0. S'TE. 4303 IN&jNilj Y/�lNI1Y M�4P, �'®T�, pF�SHTs. rZj3lj'1 PREPARED BY DATE I 1� 9� ente�� MuRRiET1q, CA 925(13 (909) 698- loB6 Tl'P/CAL fEI'TILUYs �' COnlsr EsT. FILE NO. 2n6& (.:SIC!(,.- SCALE .4s SIMNIj BENCHMARK MEG A /LG o 59 A�DYF R.C.E. NO. 32 L 89 -EXP. DATE DATE JAW. �� FOR LAND w 910 9_ j, fUl 1014 00017Y Service Alert JUVifff DISTRICT 6 MA Cm Calk TOLL FREE DUN 1. MORM 422-4133 ACE IE 0(a ?VMO VM IRKING DAYS BEFORE YOU DiG FXpIKE5 6-30.91 The primate upinstr soap 9 theme ph= In naponatfa kw assuiwp the accunncy and acceptam ty of Me dstign Inrtrm In Mit taunt of dtsaopermies admv atter DATE I BY MARK county approval or d vkV cornsfrucWn the prnsfe o nainetr ~ be, - - ---S ,t I for dWtr"*ft an mov"do la sOution and nvfsirp the pNns for appnoW by I ENGINEER on County DESIGNED BY REVISIONS DRAWN BY RECOMMENDED FOR SEAL APPROVAL DATE APPR. DATE CHECKED COUNTY DATE CHECKED BY p�c.1 PER pe L. tk�oq S I ,ti FE T 3 D F PCL I GEiYML WO 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERKITEE MUST INFORM THE s"R"C.s D OF CONSTRUCTION SC'Hm[iLE AT LEAST 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, PHONE (909) fo7(v-2b4ia. 2. THE DEVELOPER SHALL INSTALL STREET NAME SIGNS CONFORMING TO THE S.R.C.S.D. STANDARD. 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPT. IMPROVEMENT STANDARDS AND SPECIFICATIONS,1ATES'T E0I7-10N, An(b COUNTY OF RIVERSIDE ORD. NO. 461 AND SUBSEQUENT AMENEIMEV'TS, AND S.R.C.S.O. STATES ¢ IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY THE RIVERSIDE COUNTY ORDINANCE NO. 461. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE SQA!"TA R01A L'OMMUNiTY rERVrCEr p(STR/CT I PERMIT SECTION, FOR AN ENCROACHMENT PER- MIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPON- SIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVI- RONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE -DEVEL- OPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXIST- ING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY RE- QUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS AND TO PROVIDE SAFE PASSAGE FOR THE TRAVELLING PUBLIC AND WORKERS UNTIL THE FINAL COKPIL.ETION AND ACCEPTANCE OF THE PROJwT BY THE: COUNTY AND S.R.C.S.D. 8. ANY PRIVATE _DRAINAGE FACILITIES SHOW ON THESE PIANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVI•Ii W RAW, NO REVIEW OR APPROVAL OF THESE PRIVATE FACILITIES ARE IMPLIED OR INTENDED BY RIVERSIDE CO. TRANSPORTATION DEPT. AND S. R.C. S.D. 9. "ASPHALT EMULSION" (FOG SEAL) SNAIL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALS PER SQ. YD. "ASPHALT EMULSION" SHALL CONFORM TO SECTION 37,39 AND 94 OF THE STATE STANDARD SPECIFICATIOltS. 10. ALL STREET SECTIONS ARE TENTATIVE: ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING To DETERMINE THE EXACT STREET REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 11. PRIME COAT IS REQUIRED PRIOR TO PAVING ALL GRADES IN EXCESS OF TEN (10%) PERCENT. 12. AFTER WOSEk 1, 1992, CDAISTRUCTIOAI PROJECT_ . TKRT D1497,vR8 MojeE TKAAI FIVE RCRET MVST 08TA(Ai A NAT10Atgt POLLUTRNT DIgCfIRRGE EGIMiA/RTION 4YSTEM (AlPDE4) PERMIT. O!^1NE,91 DEVELOPERY ARE REQUIRED TO FiLE A NOTICE OF 1AiTENT (•N01) WITH THE 91T -ATE' h1ATER RFIOURgE.4 CONTROL 80RRb (SW R CB) Jm5 PRE Pl9RE A STORM WATER PDLL VT1OA1 P 6VEA1TIOAl PGAtU ( S'WPPP) RAID MOAIITORli a' PLAAI FOR SHE 91TE. MII TRUGT OV NOTE4" AND QUANTITY CI P MA T6 SYML30L DESCRIPTION QOANTITY N OTE LA CRV-& DRIVE 11 A CoNsT. 3`r A.C. PRVEmMENT 6'39"6 TON4 _ PC r (OR AV SPEC tFiF0 8Y Y- R"C. r.0.) A PAVED ROAD MAiNTArA1E0 S'.R.C.S. D. O2 Cl, Ow¢,CL. Z ACG. 8ASE 379,8 C.1! BY �. (bR As VPECIF(EO BY V.R.C.s.O.) L A i t Q• EARTHWORK (FILL.) C.Y. tSoVREE TRACTt im. ST. GRADING) CON4 T. 72 rr¢ R.C. P. 1500- D LOAD 440 I -F Pa ,001 ,Fa1 CON4T CONC. `WIN940' HEADWAUY 10 C.K Pct. ZG ' V �J PER CAL- TRAN4 STrUD. DWG. D- 90 (TYPE`A') 15EACH WK 5 PLACE VAi&ROUTED, �4_TDA/ RIP -RAP 10r3C.Y. fl\ US.C. m G.S. Desisaation state Cal i forn i a cmmcy Ri ve rs i de O r River� side C m-gY Desiiaattoa T-113-83 J O REMOVE EXLrT Z44 AND 3L." C.M.P.'s Z80 G.F. .dearest T"a Temrula County Rivarside conrr-r. -fa` c.sP, iz cauGE (10o L. F. Distance Gad Direction froom nearest town 216 mi 1 es West Character of Mark 3 3/16" din aluminum disc Sta.ped J -111-R3 ® cDA14T. cov- FOR CUT- OFF NAC(., CL. 8 8.¢ C.Y. Established by Riverside n rnty SuryleXor Date Jan lAr r 19RA O RFMOV E EK1 ST I N a A.C. PA VEM E rV T 1909s Y. -. Detailed Description an rr�ninrrm n'cr maikad "RIVERSIOF rnINTv Rrrru MARY T 11-J_RT' � cat in rnnc• � (O e ECOPiSTRUCT Ek p T 0R1 V EW AV EA. Cylinder_24'x' e' 1; ofenterl i e of Candia Creek Ori vp, 4g' e' 1� of P P _ d222SA4 2_ , c_1- of rontnrline of 2' rti acphalt drivewAX- I fig mil s a'1X frnm in arcartinn of rAranrhn_ I ( mic .. If, CAVO E Rnad aLnd Candia Crook llrive, O 1 mile c'IX na intarcartion of wanida Cel Orn and Candia r -.t, n..t va. Aj07# jWORK CONTAMED -WITHIN THF�'E PLANS Date 2-8-83 SHALL NOT COMMOME UNT/L 41U ENCRDAL'%f H1F tT Eley, 1552.061' PERM(T A/VD OR CRANIV9 PERMIT Hof 8EEA1 ISSUED. . SEAL R PROVED BY DATE 11013.ZV-G Tuer AIAP aal SHEET NO. 011#7Y i f RYUSIDE TAAN&q0&UWbN DEPT. RNEFODE COMM CALWOFMd TCsyMI&F "D'' l R.C.E. NO. 'a3 S EXRDATE ` ?` p� �� 39525 LOS' ALAMOS_ R0. S'TE. 4303 IN&jNilj Y/�lNI1Y M�4P, �'®T�, pF�SHTs. rZj3lj'1 PREPARED BY DATE I 1� 9� ente�� MuRRiET1q, CA 925(13 (909) 698- loB6 Tl'P/CAL fEI'TILUYs �' COnlsr EsT. FILE NO. 2n6& (.:SIC!(,.- SCALE .4s SIMNIj BENCHMARK MEG A /LG o 59 A�DYF R.C.E. NO. 32 L 89 -EXP. DATE DATE JAW. �� FOR LAND w 910 9_ j, 0631 Mm. wl EME MM ME M 9 MOMME 11 lowl DMAIA , 1 E ASPM �[ f t f % y p 9 37 3 Al, E 19 A yNC C 0)Av6 a -_7� C� I p" C k 0 99 IANIC49 q 6)(1 -Y 7 C.;l 0P. M. 70- Fl- to (pp 094; 00AIMUMTK 1375 —owl Sovice A gcRVICEY DXTR16771 MR TF DAM • eD1V9Tk0 6%10 IV A] 0 T& -1 � 0707AL A f to 3 0 351 M 9=3 Calt TOLL FREE X=550' (D --CONST A.C. P4VEP16AIT(3") 09 9. 9- 6. C4 SPECIFICATIONS ' o, El MAAbq6C-R E A v 7 Q-601VIT CC. Z Aaa. aA YE(4-) 0 k 9. k. d. V. !?p&,ejFle A ff#IDA ML ORD 14300 T, 340.9z) 9}----- M&MovF FX11T A.C. PA V FM E1! T C IVOT A 007Y MAINAINED IND 422-4133 LPH RALPH WE C 0 AW T I2" R. 6. P. SSD©- j� t 0 A D RCEC 6 CON1'r 'WlA14-6lD"HC-A0NAlLl PER Ut AAIT mjb- t)wa- Am D-90 MvirKvc-r CE IG16<(v - RL TWO WORKING DAYS BEFORE YOU DIG Ca LIM - 0 k 0 0 TE D -rw k I P - it A P .4 IV 010 VE et.s cow co-r-ocic wAtt giec-cow-rAucr exter owY ST. Zl�'C_I.P7 fs GA. Ea. EXPIRES (P-70-97 PLACE REMOVE CONST. RECOMMENDED FOR SEAL comm SEAL APP ED Y DATE APPROVAL DEPT., FMRWE 00LWY CAUFORW T 67 TE. 14303 R.C.E. NO. Exp. DATE_4&/'_r4/ 9 e 4 tq M 0 .1' /Q MURP, t ETA, 0 Iq 9ZT(17 (fog) oe-/Ogtv DATE Pxp� PREPARED BY DATE The pnvato onginew sounm these piens, responsaft for assuring the accuracy ltpN SCALE C C411ECKED BY "?)K n the event of discrepancies adaing after jy� I and acceptabiNty of ft design forma I 76-i� BENCHMARK APPFL DATE county ^pproval or during construction the pdrato wWkww SW be ropponsibie DATE BY MARK for d0ormaing an acce0aWs, solution and revising do pians W appirovei by ENGINEER REVISIONS COUNTY DATE DATE JAN. /9$f ME 5#9T I the county. DRAWN BY CHECKED BY R.C.E. NO. Z EXP. DATE If -/?//99 DESIGNED BY It westeun Clenial Su"veys 3M AMN"n Aw. 0 l%Mn*ft, CA 92M 374 POLI STA VENYUKA, CA 43001 .0offir- SCALE 0 J- . 0 1 G FEET TRACT MAP Z6 * 7 7 SHEET NO. MINN df RIYER51DE 5r#8&E "D 1p z I AINZ0.4 - PR ON OF 57A.(vZ+1lJZ 7D 17A. (PS+00.00 SHTSL FILE NO. wo. LLIJV,D ea'.7X A iii• �R All o l5w SWEET LA .............. 0721 a A,PID BY DATE TRACT MAP 9 t f77 SHUT wa P, c _ COUNTY OF R/ vER s/ D E 3 t t r., FxvERwx d 39SZS God ACAMo4 RD. jTE. A303 S'CH�DVL� °�° X.E. no. 3 3? C'o - EXP. DATE 3" M U R R f E T p C4 9 25 b 3 `90 9) G t S- (D 8 b C* 3 PfiEPARED BY DATE 9 ZS 9� e�1Ee� �(VE NlOA p EL 4R D ,�, �!�Q Cama- I._0, SEWHMA�R1C STA. 6,6+00-00 To 6 9+4z. so Ta M6L 4.4t X110LU Sirs WaT FOA �a �� +V D � 3t1. of EXP. DATE OZ 3I l 97 A94 I.C.E. NO. . 908.0