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GENERAL NOTES 1 R SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY. DEDICATED AND ACCEPTED FOR PUBLIC USE, AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OR THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. J. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 4661. 5. ALL UNDERGROUND FACILITIES, W17H LATERALS, SHALL BE IN PLACE PRIOR TO PAVING 774E STREET; INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS 6. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CALIFORNIA DEPARTMENT OF 7R4NSPORTAT7ON (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. Z IT SHALL BE 7HE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL CONSIRUC77ON REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND 17S SURROUNDINGS TO PROVIDE .SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL 774E FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 8, A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 9• ALL STREET SEC77ONS ARE TENTATIVE. ADDITIONAL SOIL 7ES7S SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. ANY PRIVATE DRA#MGE FACIL177ES SHOWN ON THESE PLANS ARE FOR INFORM477ON ONLY. BY SIGNING 7HESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY 7RANSPORTA77ON DEPARTMENT 11 CONSTRUCTIONPROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINA77ON SYSTEM (NPDES) PERMIT OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) W17H THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLU77ON PREVEN77ON PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. 12 THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKING NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 13 EXIS77NG STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, ANDIOR CLEANED TO MAKE THEM FUNC77ONAL AND ACCEPTABLE AS DIRECTED BY THE 7RANSPORTA77ON DEPAR774ENT: UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUT BE APPROVED BY THE PREPARER OF THESE PLANS. WORK TO BE DONE GRADING AND DRAINAGE WORK CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS AND THE CURRENT UNIFORM BUILDING CODE APPENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. DIAL BEFORE YOU DIG ) WORKING R'S BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT IN THE UNINCORPORATED TERRITORY OF THE COUNTY OFRIVERS/DE, STATE OF CALIFORNIA PHASE 2 STORM DRAIN IMPROVEMENT PLANS SPRING MOUNTAIN RANCH INDEX MAP S C A L E. 1"= 200' SCHOOL DISTRICT RIVERSIDE UNIFIED SCHOOL DISTRICT (951) 788-7134 24 HOUR EMERGENCY CONTACT. TROY JUVE iSTAR FINANCIAL INC. 4350 VON KARMAN AVE, SUITE 225 NEWPORT BEACH, CA 92660 TJUVEOiSTARFINANCIAL.COM (951) 757-0839 (C) STORM DRAIN MAINTENANCE RESPONSIBILITIES ALL STORM DRAIN LINES, LATERALS, AND CATCH BASINS ARE MAINTAINED BY RCTD. UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORD EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGIW SIGNING ME PLANS IS NESPO SIRE FOR ASSURING 7W ACClAiAOY AND AMEFIABILITY OF TIE DESIGN NEW. IN TIE EVENT OF DISEEPANCIES ARISING AFTER CUM APPRNAL OR DURING CONSTRICTION, TIE MARK BY DATE PRIVATE ENGI EM SIAL BE RESM111IE FOR DETERIINBS AN AC EPTAaf SIDNION AND REVISING TIE RM FOR AP MAL BY TIE alm ENGINEER TRACT29598-F GRAPHIC SCALE ( DI i!!w ) 1 inch - 2W rt CONSTRUCTION NOTES CONSTRUCT MH NO. 1 PER RCFC & WCD SID MH251.............................................3 CONSTRUCT MH NO. 4 PER RCFC & WCD STD MH254...........................................1 o- CONSTRUCT JS 2 PER RCFC & WCD STD JS227...........................................1 7O- CONSTRUCT CONCRETE COLLAR PER RCFC & WCD STD M803 ............................2 8a- CONSTRUCT CURB INLET CATCH BASIN PER R.C. STD. 300 WITH KRISTAR...............2 FLO-GARRD PLUS OR EQUAL (IRB INLET FILTER PER DET. ON MEET 5 CONSTRUCT GUTTER DEPRESSION PER R.C. SID. 311 16 INSTALL 3" WIDE GREEN DETECTABLE WARNING TAPE .. ....................................... "-- IMPRINTED WITH CAUTION BURIED STORM DRAIN LINE 22 - CONSTRUCT DROP INLET PER RCFC & WCD SID 08110. ............................................3 STUB -OUT FOR FUTURE CONNECTION 23 CONSTRUCT PIPE: ANCHOR PER R.CF.0 STD. M821 ..............................3 OWNER / PERMI TTEE iSTAR FINANCIAL INC. 4350 VON KARMAN AVE, SUITE 225 NEWPORT BEACH, CA 92660 BY: ALLEN BARRETT VICE PRESIDENT ABBREVIATIONS BCR Z ECR END CURB RETURN LT. CD V) RT. RIGHT CL C/L w Q IV Z NLY, SLY NORTHERLY, SOUTHERLY TC V) FL FLOW LINE EP EDGE OF PAVEMENT P.C.C. Z C.B. Z O.C. ON CURVE PROP. zo R/W RIGHT OF WAY STR. STREET PRC O V.C. X 0J 1_ POINT OF INTERSECTION FG 0 OG m BVC BEGIN VERTICAL CURVE MVC J 1L EVC END OF VERTICAL CURVE MOC W DWY IL S F.H. Z PL H COUNTY OF R I VERS I DE W Q�pEESS10p'tTEMECULA, W C17Y OF RIVERSIDE B.M. J8 -D3 ('D Z J PHONE: (951) 676-8042 0"A770N. 918.308 (NGVD29) PUBLISHED/921.398 STORM DRAIN PLAN o d' r� w � ADJUSTED TO NAVD88 (ADD 2,49' PER NGS WD?TCON CJ O } PREPARED BY:JOHN TANNER III R.C.E. NO. 60132 O H TITLE AND o a V) NW CURB RETURN AT PALAM ffA AVE. & IOWA AVE. INDEX MAP SHEET LIJ0 0 H ocr CL REVISIONS APPR. DATE Of CkIXE� w SCALE: H: N A V: N A Q LCL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUT BE APPROVED BY THE PREPARER OF THESE PLANS. WORK TO BE DONE GRADING AND DRAINAGE WORK CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS AND THE CURRENT UNIFORM BUILDING CODE APPENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. DIAL BEFORE YOU DIG ) WORKING R'S BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT IN THE UNINCORPORATED TERRITORY OF THE COUNTY OFRIVERS/DE, STATE OF CALIFORNIA PHASE 2 STORM DRAIN IMPROVEMENT PLANS SPRING MOUNTAIN RANCH INDEX MAP S C A L E. 1"= 200' SCHOOL DISTRICT RIVERSIDE UNIFIED SCHOOL DISTRICT (951) 788-7134 24 HOUR EMERGENCY CONTACT. TROY JUVE iSTAR FINANCIAL INC. 4350 VON KARMAN AVE, SUITE 225 NEWPORT BEACH, CA 92660 TJUVEOiSTARFINANCIAL.COM (951) 757-0839 (C) STORM DRAIN MAINTENANCE RESPONSIBILITIES ALL STORM DRAIN LINES, LATERALS, AND CATCH BASINS ARE MAINTAINED BY RCTD. UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORD EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGIW SIGNING ME PLANS IS NESPO SIRE FOR ASSURING 7W ACClAiAOY AND AMEFIABILITY OF TIE DESIGN NEW. IN TIE EVENT OF DISEEPANCIES ARISING AFTER CUM APPRNAL OR DURING CONSTRICTION, TIE MARK BY DATE PRIVATE ENGI EM SIAL BE RESM111IE FOR DETERIINBS AN AC EPTAaf SIDNION AND REVISING TIE RM FOR AP MAL BY TIE alm ENGINEER TRACT29598-F GRAPHIC SCALE ( DI i!!w ) 1 inch - 2W rt CONSTRUCTION NOTES CONSTRUCT MH NO. 1 PER RCFC & WCD SID MH251.............................................3 CONSTRUCT MH NO. 4 PER RCFC & WCD STD MH254...........................................1 o- CONSTRUCT JS 2 PER RCFC & WCD STD JS227...........................................1 7O- CONSTRUCT CONCRETE COLLAR PER RCFC & WCD STD M803 ............................2 8a- CONSTRUCT CURB INLET CATCH BASIN PER R.C. STD. 300 WITH KRISTAR...............2 FLO-GARRD PLUS OR EQUAL (IRB INLET FILTER PER DET. ON MEET 5 CONSTRUCT GUTTER DEPRESSION PER R.C. SID. 311 16 INSTALL 3" WIDE GREEN DETECTABLE WARNING TAPE .. ....................................... "-- IMPRINTED WITH CAUTION BURIED STORM DRAIN LINE 22 - CONSTRUCT DROP INLET PER RCFC & WCD SID 08110. ............................................3 STUB -OUT FOR FUTURE CONNECTION 23 CONSTRUCT PIPE: ANCHOR PER R.CF.0 STD. M821 ..............................3 OWNER / PERMI TTEE iSTAR FINANCIAL INC. 4350 VON KARMAN AVE, SUITE 225 NEWPORT BEACH, CA 92660 BY: ALLEN BARRETT VICE PRESIDENT ABBREVIATIONS BCR BEGIN CURB RETURN ECR END CURB RETURN LT. LEFT RT. RIGHT CL C/L CENTERLINE ELY, WLY EASTERLY, WESTERLY NLY, SLY NORTHERLY, SOUTHERLY TC TOP OF CURB FL FLOW LINE EP EDGE OF PAVEMENT P.C.C. POINT COMPOUND CURVE C.B. CATCH BASIN O.C. ON CURVE PROP. PROPOSED R/W RIGHT OF WAY STR. STREET PRC POINT OF REVERSE CURVE V.C. VERTICAL CURVE P.I. POINT OF INTERSECTION FG FINISHED GROUND OG ORIGINAL GROUND BVC BEGIN VERTICAL CURVE MVC MIDDLE OF VERTICAL CURVE EVC END OF VERTICAL CURVE MOC MIDDLE OF CURVE DWY DRIVEWAY F.H. FIRE HYDRANT PL PROPERTY LINE LEGEND Wp ® • B .: ee >, I U TRANSITION STRUCTURE NO. 3 �\ $ CL MYRITA AVENUE 2 z PROJECT SITE SPRINGS MOUNTAINS PARK Thomas Guide (2004); page. 646, E-7 VICINITY MAP DATE NOT TO SCALE SECTION: 9 TOWNSHIP: 2 SOUTH, RANGE: 4 WEST S8M -� DIRECTION OF FLOW - — — - HGL FINISHED SURFACE OVER C.L. STORM DRAIN - - - - - - - EXISTING SURFACE OVER C.L. STORM DRAIN STORM DRAIN PIPE W/C.L. MANHOLE NO. 1 -� MANHOLE NO. 4 SOURCE OF TOPOGRAPHY INLAND AERIAL SURVEYS, INC. 7117 ARLINGTON AVE. SUITE A RIVERSIDE, CA 92503 (951) 687-4252 DATE OF TOPOGRAPHY. SEPTEMBER 27, 2010 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. ASSESSOR'S PARCEL NO. 255-180-026 and 255-240-024 UTILITIES WATER: RIVERSIDE HIGHLAND WATER COMPANY SEWER: CITY OF RIVERSIDE CSA 152 ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY, TRANSMISSION, GAS: SOUTHERN CALIFORNIA GAS COMPANY, TELEPHONE: PACIFIC BELL/SBC CABLE N: ADELPHW COMMUNICATIONS DEPARTMENT OF WATER RESOURCES RIVERSIDE COUNTY FIRE DEPARTMENT 909 825-4128 951 826-5341 951 955-8916 951 307-6770 951930-8580 951 335-7674 714 666-5454 951 975-3402 661 858-5500 951 955-4777 LEGAL DESCRIPTION BEING A DIVISION OF PORTIONS OF SECTIONS 8, 9, AND 10, TOWNSHIP 2S, RANGE 4W, SAN BERNARDINO MERIDIAN. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM 711E ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SEC77ON 6703 OF THE BUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS IN ASSUMING RESPONSIBLE CHARGE I ACCEPT FULL RESPONSIBILITY FOR THE EN77RE DESIGN OF THIS PROJECT AS SHOWN ON 7IIESE PLANS I UNDERSTAND THAT THE CHECK OF PRCAIECT DRAWINGS AND SPECIFICATIONS BY THE COUNTY OF RIVERSIDE, OR ITS AGENTS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN MICHAEL BAKER INTL. r(iNo' 40810COUNTY CENTER DRIVESUITE 100TEMECULA, CA 92591TAAP. (951) 676-8042 F. (951) 676-724060132 TRANSITION STRUCTURE NO. 3 �\ $ JUNCTION STRUCTURE NO. 2 N D. TANNER IA R.C.E. 60132 DTE SHEET INDEX TITLE AND INDEX MAP SHEET------------------------- 1 STORM DRAIN LINE 'B' PLAN -PROFILE -------- -----------2 STORM DRAIN LINE 'Y' PLAN -PROFILE - - - - - - - - - - - - - - - - - 3-4 R.C.F.0 PERMIT NO. LATERAL PROFILES & C.B. DETAILS ----------------------5 40810 COUNTY CENTER DR., TRACT NO. 29598—F IP 050173 SHEET NO. Michaelsu,TE 100 DATUM NAVD 88 COUNTY OF R I VERS I DE Q�pEESS10p'tTEMECULA, CA 92591 C17Y OF RIVERSIDE B.M. J8 -D3 PHONE: (951) 676-8042 0"A770N. 918.308 (NGVD29) PUBLISHED/921.398 STORM DRAIN PLAN d' r� I N T E R N A T I O N A L MBAKERCNTL.COM ADJUSTED TO NAVD88 (ADD 2,49' PER NGS WD?TCON SCHEDULE "A" NO.60132 PREPARED BY:JOHN TANNER III R.C.E. NO. 60132 PROGRAM=921.396 AWVD88) DESCR/PTtON: LEAD & TACK IN TOP OF CURB 3.5 N/0 BCR OF TITLE AND NW CURB RETURN AT PALAM ffA AVE. & IOWA AVE. INDEX MAP SHEET 'lF REVISIONS APPR. DATE Of CkIXE� _.. DATE i.2 3 / SCALE: H: N A V: N A FOR: W.O. COUNTY FILE NO. COUNTY R11103 y'y 0 W r � � z Lu N Q N af Ir 0 w z m < D z 0_ A© O < {` 0 OfQ U1 W cn a m 0 a Ld 0 J a CL Q L _ LLJ F- W z 0 W z 0 Ld z �- 0 CL Fn 2 it > � 0 0 z Q 0Lj w 7 0 LLI CL< X Q CL T Y 1 F EXISTING UNE 'Y ccn w< SPRING MOUNTAIN RANCH V IP 050172 STORM DRAIN SYSTEM 29598-2 SHEET v� hC;p A4, Q Jv Z- 61 �P i PROP. ( CURB/GUTTER bsLf JS 2 Imo' p AM , PLAN TOft CONTAINED MTHIN THESE PLANS IIIDA 0 Z DRAIN = VALUE YF �X BEARING/DELTA COW M 0O —�_ 1 in �w r)wz 180.86' + It 0 �A ` N48'S0 48 W •LL FREE 1-800-227-2600A PUBLIC SERVICE BY UNDERGROUND SI RT Q ma\V\� EXISTING UNE 'Y ccn w< SPRING MOUNTAIN RANCH V IP 050172 STORM DRAIN SYSTEM 29598-2 SHEET v� hC;p A4, Q Jv Z- 61 �P i PROP. ( CURB/GUTTER bsLf JS 2 Imo' p AM , PLAN TOft CONTAINED MTHIN THESE PLANS IIIDA SMALL ROT COiTAEACE-I Ail GRADINGt DRAIN DA TA TABLE VALUE 40 BEARING/DELTA M I U7 TANGENT —�_ 1 in CID t ^!'s• tea. a as •'• a a t e°a< � a 180.86' + 2 N48'S0 48 W •LL FREE 1-800-227-2600A PUBLIC SERVICE BY UNDERGROUND SI RT 335.12 1304.85 CN 3 N0171 I 13 E -- 27.56 a 4 0 LATERAL "Y12" SEE SHEET 5 FOR PROFILE a. APPR. I DATE COUNTY jl4 R/ W O W e vi O O', Ld + v) F- V) PROFILE SCALE: HORIZ: 1"=40' VERT: 1"=4' STORM DRAIN DA TA TABLE VALUE 40 BEARING/DELTA M I U7 TANGENT Ki 1 in CID 333.23' 180.86' + 2 N48'S0 48 W r - 335.12 1304.85 CN 3 N0171 I 13 E -- 27.56 a 4 � 1 15.63 APPR. I DATE COUNTY jl4 R/ W O W e vi O O', Ld + v) F- V) PROFILE SCALE: HORIZ: 1"=40' VERT: 1"=4' 7 C�1 2 (CONCRETE DROP INLET STA 10+51.69 Q,ao =13.17 CFS V,00--=21.18 FPS L%XTERAL "Y11" SEE SHEET 5 FOR PROFILE ONCRETE DROP INLET STA10+69.12 20' STORM DRAIN EASEMENT TO RCTD 40810 COUNTY CENTER QaOfESS/p,MichaelBaker SUITE 100 TEMECULA, CA 92591 rT ANy PHONE: (951) 676-8042 INTERNATIONAL MBAKERINTL.COM 60132 PREPARED BYJOHN TANNER III R.C.E. NO. 6013 OF C DATE 112-31 J 0% SECTION AT STA 30+00 NTS AX CONSTRUCTION NOTES 1O— CONSTRUCT MH NO. 1 PER RCFC & WCD STD MH251 O3 — CONSTRUCT MH NO. 4 PER RCFC & WCD STD MH254 4o- CONSTRUCT JS 2 PER RCFC & WCD STD JS227 STORM DRAIN DA TA TABLE VALUE 40 BEARING/DELTA QM I U7 TANGENT NOTE 1 in 0`� 333.23' 180.86' ll - 30 2 7 C�1 2 (CONCRETE DROP INLET STA 10+51.69 Q,ao =13.17 CFS V,00--=21.18 FPS L%XTERAL "Y11" SEE SHEET 5 FOR PROFILE ONCRETE DROP INLET STA10+69.12 20' STORM DRAIN EASEMENT TO RCTD 40810 COUNTY CENTER QaOfESS/p,MichaelBaker SUITE 100 TEMECULA, CA 92591 rT ANy PHONE: (951) 676-8042 INTERNATIONAL MBAKERINTL.COM 60132 PREPARED BYJOHN TANNER III R.C.E. NO. 6013 OF C DATE 112-31 J 0% SECTION AT STA 30+00 NTS AX CONSTRUCTION NOTES 1O— CONSTRUCT MH NO. 1 PER RCFC & WCD STD MH251 O3 — CONSTRUCT MH NO. 4 PER RCFC & WCD STD MH254 4o- CONSTRUCT JS 2 PER RCFC & WCD STD JS227 MANHOLE NO. 1 TABLE STORM DRAIN DA TA TABLE VALUE 40 BEARING/DELTA RADIUS LENGTH TANGENT NOTE 1 5515'42" 345.50' 333.23' 180.86' ll - 30 2 N48'S0 48 W -- 335.12 1304.85 30 3 N0171 I 13 E -- 27.56 18" 4 39'48 41 22.50 15.63 8.147 18" 5 N41.09 55 E -- 8.50 18" 6 N04`07'22 W -- 1 4.66' 1 24 7 *C38'46- 45.00 35.06 18.48 24 8 1 N40'31'24"E I -- 1 26.27' 1 1 24 MANHOLE NO. 1 TABLE LINE "Y" STA. 30+15.45 CALLOUT VALUE ANGLE 44'4326" D1 30" D2 30" L 6' LAT "Y11" 30" JUNCTION STRUCTURE NO. 2 TABLE STOCKYARD ROAD STORM DRAIN STA. 29+00.00 CALLOUT VALUE A 5012'05" B 18" C 5.52' D 30" E 2.94' F 0.73 G 1.00 L 2.94' ELEV. R 1304.85 ELEV. S 1303.77 H: 1"=40' V.- 1"=4! ago (ng) 1 Inch - 40 it TRACT NO. 29598—F IP 050173 COUNTY OF RIVERSIDE STORM DRAIN PLAN SCHEDULE "A" STORM DRAIN LINE "Y" Ln 0 LnL N frfr �r z z CD a M 0 i i 0) Lo 0) N 0 V) of z 0 0 L- i IX) 0) N N 0 N4 0 d 0- ( ng MR) : 1 wo z 0 0 SHEET NO. < t� ao Lo3 N _., 5 < d SH 0 x 0 LLI I (D :) L N o 0 111 Q 0 of w 9 a z :n z 8 .V) -i 0 m t� U J d. ry Q LJ z H C Z W W C3 H— Z CZ'JCL V) ME LLI O > U 0 0 F- zF- V) O 0to U 0 OCC 0 f- LLJ w ¢ IL N HYDRAULIC DATA QiOOD = 43.28 cfs V1oo = 8.80 fps LINE "Y" PROFILE mg DIAL BEFORE YOU DIG 0 WORKING YS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT F ,a 0 PROP. MR/W WATER PROP. SEWER R/W In V1oo = 28.15 fps RCP SHALL BE CONSTRUCTED WITH AN ADDITIONAL 1.5—INCHES OF CONCRETE BETWEEN THE INSIDE WALL AND THE INTERNAL REINFORCING STEEL Fc=5000 PSI >20FPS, Fc=6000 PSI >30 FPS. NOTE: WORK CONTAINED WITHIN TFESE PLANS SHALL NOT COMMENCE INJTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 7HE PRIVATE ENGINER SIGNING TIES: PLANS IS IES IEIE FOR AMINO THE AMRAOY ANO ACMABILITY OF TIE DESIGN HEM. IN THE EVENT OF DIMUKIES ARISING AFTER COWO APPRONNAL CR DURING CONSTMION, THE MARK BY DATE PRIVATE ENGINEER SRI BE RE5PWIG E FOR DETERMINING AN ACCEPTABLE SCINION ALR REVISING THE PLANS FOR APPROVAL BY THE MINTY. ENGINEER 46' STORM DRAIN EASEMENT TO RCTD REVISIONS PROFILE LLI HORIZ: 1"=40' , 1"=4' Z BEARING/DELTA RADIUS PRO . NOTE 1 J 50 48 w — CURB/GUTTE 30 RCP 2 02#44'6-2* 2995.50 --f42 71.48' 30 U 3 r9*09,070 45.00 170.02 # 44.34' 30 ►--, 4 N37 na — Q 30 RCP 32 LLQ ,. C5 �, LLl C:)1-11 r No:',P, 14' COMMUNITY TRAIL QSEWER PER TR 29598—F F_ ROUGH GRADE PLAN I n 00 o r*) C. d H - mg DIAL BEFORE YOU DIG 0 WORKING YS BEFORE YOU DIG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT F ,a 0 PROP. MR/W WATER PROP. SEWER R/W In V1oo = 28.15 fps RCP SHALL BE CONSTRUCTED WITH AN ADDITIONAL 1.5—INCHES OF CONCRETE BETWEEN THE INSIDE WALL AND THE INTERNAL REINFORCING STEEL Fc=5000 PSI >20FPS, Fc=6000 PSI >30 FPS. NOTE: WORK CONTAINED WITHIN TFESE PLANS SHALL NOT COMMENCE INJTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 7HE PRIVATE ENGINER SIGNING TIES: PLANS IS IES IEIE FOR AMINO THE AMRAOY ANO ACMABILITY OF TIE DESIGN HEM. IN THE EVENT OF DIMUKIES ARISING AFTER COWO APPRONNAL CR DURING CONSTMION, THE MARK BY DATE PRIVATE ENGINEER SRI BE RE5PWIG E FOR DETERMINING AN ACCEPTABLE SCINION ALR REVISING THE PLANS FOR APPROVAL BY THE MINTY. ENGINEER 46' STORM DRAIN EASEMENT TO RCTD REVISIONS PROFILE SCALE: HORIZ: 1"=40' VERT: 1"=4' 40810 COUNTY CENTER DR., QRpfESS1oN'Michael Baker suRTE loo TEMECULA, CA 92591 TA Nr r„ PHONE: (951) 676-8042 if I N T E R N A T I O N A L MBAKERINTLCOM No. 60132 PREPARED BY: JOHN TANNER III R.C.E. NO. 60132 APPR TE COUNTY'lP of C 1F�� I / 2 3 �.- DATE 1/ FOC SECTION AT STA 33+00 NTS CONSTRUCTION NOTES (D— CONSTRUCT MH NO. 1 PER RCFC k WCD STD MH251 Q4 — CONSTRUCT JS 2 PER RCFC & WCD STD JS227 7Q— CONSTRUCT CONCRETE COLLAR PER RCFC & WCD STD M803 MY 4 M fl`. k CONSTRUCT DROP INLET PER RCFC & WCD STD CB110. STUB—OUT FOR FUTURE CONNECTION 23 CONSTRUCT PIPE ANCHOR PER R.C.F.0 STD. M821 OF RNERS/DE B.M. J8 -D3 AWN. 918.908 (NG1029) PUBLISHED/921.398 JSTED TO X414088 (ADD 2.49' PER NGS KR70ON GRAM=921.398 AAVD88) DESCRIPWN. LEAD & ' IN TOP OF CURB 3.5' N/0 BCR OF CURB RETURN AT PALMYRITA AVE. & IOWA AVE. H: V: Ll\ GRAPHIC SCALE EEO (INF') 1 inch - 40 rt TRACT NO. 29598-F I COUNTY OF RIVERSIC STORM DRAIN PLAN SCHEDULE "A" :,R DPE MEET NO. 0 J STORM DRAIN DATA TABLE 1@ BEARING/DELTA RADIUS LENGTH TANGENT NOTE 1 W 50 48 w — 157.80 —93' 30 RCP 2 02#44'6-2* 2995.50 --f42 71.48' 30 RCP 3 r9*09,070 45.00 170.02 # 44.34' 30 RGP 4 N37 34'17 E — 28.56' 30 RCP 40810 COUNTY CENTER DR., QRpfESS1oN'Michael Baker suRTE loo TEMECULA, CA 92591 TA Nr r„ PHONE: (951) 676-8042 if I N T E R N A T I O N A L MBAKERINTLCOM No. 60132 PREPARED BY: JOHN TANNER III R.C.E. NO. 60132 APPR TE COUNTY'lP of C 1F�� I / 2 3 �.- DATE 1/ FOC SECTION AT STA 33+00 NTS CONSTRUCTION NOTES (D— CONSTRUCT MH NO. 1 PER RCFC k WCD STD MH251 Q4 — CONSTRUCT JS 2 PER RCFC & WCD STD JS227 7Q— CONSTRUCT CONCRETE COLLAR PER RCFC & WCD STD M803 MY 4 M fl`. k CONSTRUCT DROP INLET PER RCFC & WCD STD CB110. STUB—OUT FOR FUTURE CONNECTION 23 CONSTRUCT PIPE ANCHOR PER R.C.F.0 STD. M821 OF RNERS/DE B.M. J8 -D3 AWN. 918.908 (NG1029) PUBLISHED/921.398 JSTED TO X414088 (ADD 2.49' PER NGS KR70ON GRAM=921.398 AAVD88) DESCRIPWN. LEAD & ' IN TOP OF CURB 3.5' N/0 BCR OF CURB RETURN AT PALMYRITA AVE. & IOWA AVE. H: V: Ll\ GRAPHIC SCALE EEO (INF') 1 inch - 40 rt TRACT NO. 29598-F I COUNTY OF RIVERSIC STORM DRAIN PLAN SCHEDULE "A" :,R DPE MEET NO. 0 J 10+00 111+00 10+00 1HF00 - 1325J=O FINISHED 1325 SU FACE OVER _ FINISHED SURFACE q STORM DRAIN OVER STORM EXISTING DRAINEXISTING! SURFACE SURFACE OVER 00DRAIN STORM 1320 ) >TORM DRAIN1320 /CONCRETE DROP IrLET_ CONCRETE DROP INLET NSTA 10+69.12000STA 10+53.15 INLET ELEV. IN= 1327.88 06 o;INLET ELEV. IN= 1318.fl0MANHOLE RIM ELEV.= 1329.00 00.01fl0 = a� x11 MANHOLE RIM ELEV.= 13;19,27 1325 1325 1315 it cn U 1315 Jwoa J U Cow Yn °°0 00 uj 0 LQ a A 6 tx~i 0a 0 a Fa- °° SS8 1.320 �__ , M 1320 1310 + _ r _ 1 . 0 1310 _ -j - 100 YR. HGL a 100 YR. HGL o w < � U LO N N / w SS / O C4 // 0 N 1315 Q <t . _ /' r; _ 1315 1305 _ 1305 1 +� + GOOD W Ntn Ln +i13rin 100 In to O i 9 1310 _ _ 1310 1300 - 1300 m `f C� rn a <KU351.69 LF vi F- 18* RCP ik� •- 2000-D 1305 � " 1305 1295 CLASS IV 1295 0 MAINTAINED BY RCTD + M RCP SHALL BE rn (SEE NOTE HEREON) CONSTRUCTED WITH AN 63.92 LF HYDRAULIC DATA ADDITIONAL 1.5 -INCHES 24" RCP Q1V100 00 = fps OF CONCRETE BETWEEN L IV = fps THE _INSIDE WALL AND MAINTAIN -EY ROTn THE INTERNAL HYDRAULIC DATA REINFORCING STEEL Q100 = 33.1 cfs Fc=5000 PSI >20FPS. V1oo = 20.7 fps Fc=6000 PSI >30 FPS. LATERAL "Y11 it LATERAL "Y12" PROFILE SCALE: (SEE SHEET 3) HORIZ: 1"=40' (SEE SHEET 3) VERT: 1 "=4' 7.00' 7.00' ` 6.67' ON CURB ON CURB ON CURB 6.67' ON CURB 0 b to �j� �Lj- 10n a ,� O in U O LN 00 06z C IW- Q + W N Ni�> +w OD � <t + rn � T=8" ¢ cn �— � r r r U'�tV .- a10 � U to Z LA O z o Q M a L>J 0 W 28 T_8" o �n v d T=8" W= 28 T=B" d� v0�i Of (0 Coco H 1_ti F'^w TNLL ¢ 4-N LQ L�1N - + _J ./� /� fn O Loi d �d/� N Q ,^ V/Q rU F <� ^W T�-/l N L ^Y! �(0Ce O 0 WI to(0a tq a.K) + I.I.I Q C14 W V) 444 �41. UJY V3 Vl4/.SI U JaV Q\ W�� \Y/Lai N et M N (i: NCO 1�Q K) of p 00 U) 0- N fn J V3'z- 1-L1- t/3 O F Lu Z F" V- J N N CD 0 + OO M U -� + J pO + _ N O M `� t0 CO Z © " z r -CU +-j - + C4 } W �N JHL1- �V O<n �UN� N + 00to V) JtoO z T = 8 W 14' T = 8" Ja r rtj oN N ¢ 0 ')'t ¢ ON►� z N z w v0 m u - (0O ro• Q U ¢ y► cc0 �� LL 0 �to 0 O I¢'��Ni �U ¢ 1= ¢� NOL+- �_fl CU�z f UJ C4 Q _ ��NO� to tL Q U N Z •- F- 1- W .-t_V En p U I- W •- C.j © U W U-, CJ Cj i _ (jJ0 N WO tJ—IU O Oh0 -jm N� H ZU-10 � �� s WU�= � m !/~3•m��• In 1=ti.- N t~f1Z 1_Ii0 W �-I=t'-� � t�ti0 i=li 3.67 ON URB ON CURB ON CURB 14.00' 6.67 ON CURB IL 14.00 3..67 14.00 14.00 Q ON CURB ON CURB ON CURB 6..67' ON CURB CATCH BASIN ,1 A CATCH BASIN #2A CATCH BASIN #3 w0 (SEE SHEET NO. 2) (SEE SHEET NO. 2) (SEE SHEET NO. 2) wz I- Q t05 m Q EDT NOTE. 40810 COUNTY CENTER DR., TRACT N{�. 29.�9i�-F IP 05{� I73 SHEET N0. .. SUITE 10o NCHAMRK NOTE ON SHEET 1 0 0� tv WORK CONTAINED WITHIN THESE PLANS QR©EEss/p� ` + " TEMECULA, CA 92591 COUNTY OF RIVERSIDE w>SHALL NOT COMMENCE UNTIL AN �`v� TSN, PHONE: (951) 676-8042 STORM DRAIN PLAN J z ¢ DIAL0 WORKING ENCROACHMENT PERMIT AND(OR A �`v 9i I N T E R N A T I O N A L MBAKERINTL.COM "" o p vi BEFOt&1-800-227::-2600 DAYS BEFORE GRADING PERMIT HAS BEEN SSUED. � = � SCHEDULE A U > V YOU YOU DIG No. 60 �: PREPARED BY:10HN TANNER III R.C.E. N0. 60132 CURB INLET DETAILS 1HE PIOVAIIE ENO W SON IKK PLANS IS RES'ON W FOR AMM X 1 C� AOCIAtACY ANO ACCEPTA8AJIY OF 1HE D N HEREON. IN 7FIE EVEtiT OF CC 0 TOLL nI PANCES AIS AFTER COtMTY APPROVAL OR CONsmuclroN, ite r ci 41 �OF SH w0 1L a A PUBLIC SERVICE BY PRIVATE ENOMEfit SIAu BE RES'ONSIBIE FOR DE7ERNMN6 AN ACO..R'WE MARK BY DATE APPR. DATE �jF E©�` r ¢ a UNDERGROUND SERVICE ALERT sOumaa^� PLS eta � 11 REVISIONS Of CAS\ - DATE �; 23 �� SCALE: N A N A FOR: W.O. COUNTY ENGINEER COUNTY H:—../ V:—� FILE NO. I (* .7 v E 0- N N L LO