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1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR (951) CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY 7ROINSPORTARON 255-180-026, 255-240-024 ECR DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL (�)984-10 WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED (909) FOR PUBLIC USE, AND 70 BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE (909) FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF (714) CONS7RUC77ON ACTM77ES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR (909) PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE (951) PROPOSED WORK AREA, AND RELOC477ON COSTS OF ALL EXISTING UILIIES (951) PERMITTEE MUST INFORM COUNTY OF CONSTRUC77ON SCHEDULE AT LEAST 48 8165 HOURS PRIOR TO BEGINNING OF CONSTRUC770N. R PHONE • (951) 955-6885 FOR PARCEL MAPS AND TRACT MAPS J. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY PI ON STANDARD NO. 1220, 1221, & 1222. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE sS COUNTY TRANSPORTATION DEPAR774ENTIMPROVEMENT STANDARDS AND 6 SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE N0. 461 AND 8O SUBSEQUENT AMENDMENTS 5. 7T SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE BY THE COUNTY OF RIVERSIDE, OR ITS AGENTS /S CONFINED TO A REVIEW ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY 95 RIVERSIDE COUNTY ORDINANCE NO. 461. IF CONSTRUCTION CENTERLINE .. ., DIFFERS, PROVIDE A 77E TO EXISTING CENTERLINE OF RIGHT-OF-WAY. 98 18,216 PRIOR TO ROAD CONST RUC77ON, SURVEY MONUMENTS INCLUDING CENTERLINE 11 MONUMENTS, TIE POINTS, PROPERTY CORNERS AND BENCH MARKS SHALL BE 21 REFERENCED OUT AND CORNER RECORD FILED WITH 7HE COUNTY SURVEYOR 12 PURSUANT TO SECTION 8771 OF THE BUSINESS & PROFESSIONAL CODE. - SURVEY POINTS DESTROYED DURING CON57RUC77ON SHALL BE RESET AND A 13 SECOND CORNER RECORD FILED FOR THOSE POINTS PRIOR TO COMPLE77ON - AND ACCEPTANCE OF THE IMPROVEMENTS. 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO 189 PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING. SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND 15 CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR N0. 207, - AS DIRECTED /N THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO 95 APPLY TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (COILTRANS) FOR 21 AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE 4 RIGHT-OF-WAY. 22 CONSTRUCT CROSS GUTTER & SPANDRELS PER R.C. SID. NO. 209 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO 22 INSTALL AND MAINTAIN CONSTRUCTION REGULATORY, GUIDE AND WARNING 52 SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF 7HE PROJECT BY 771E COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO CONS7RUCTON INSPECTION FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT. 10. ALL STREET SEC77ONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AND MAY BE TAKEN FOR PERMIT CASES BY THE COUNTY AFTER ROUGH GRADING TO DE7FRMINE 7HE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 11. ASPHALTIC EMULSION (FOG SEAL) SKILL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY ASPHALTIC EMULSION SHALL CONFORM TO 0 SECTION 37, 39, AND 94 OF THE STATE STANDARD SPECIFIC477ONS, LATEST EDMON. 12. PRIME COAT IS REQUIRED PRIOR TO PAWNG ON ALLL GRADES /N EXCESS OF TEN PERCENT. 13. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 461 AND THE COMPREHENSIVE LANDSCAPING GUIDELINES KOELREUTERA B/P/NATA C/NNAMONUM CAMPHORA LIQUID AMBER STYRACIFULA 14. STREET LIGHTS SHALL BE INSTALLED /N ACCORDANCE W17H THE APPROVED STREET LIGHTING PLAN. o (N 15. AS DETERMINED BY 771E TRANSPORTATION DIRECTOR, THE w ` DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED 70 w RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND LLJ v MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL F- STANDARDS FOR 774E CURRENT ASSIGNED TRAFFIC INDEX. d II_ 16. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES p MAY BE INSTALLED WITHIN PARKWAY'S ON LOCAL RESIDENTAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS ALL OTHER TYPES OF LANDSCAPING /N THESE AREAS, AND ALL In LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS ALL LANDSCAPING `r ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY M ? 'COMPREHENSIVE LANDSCAPING GUIDELINES DATED OCTOBER 2009. U) >- 17 ANY PRIVATE DRAINAGE FACILITES SHOWN ON THESE PLANS ARE FOR INFORM,ATON ONLY. BY SIGNING THESE IMPROVEMENT (D PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITES LLI 8 IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY 7iANSPORTA77ON DEPARTMENT. Li m18, A. CONS7RUC7101V PROJECTS DISTURBING MORE THAN ONE ACRE U MUST OBTAIN A N477ON4L POLLUTANT DISCHARGE ELIMINA77ON SYSTEM (NPDES) PERMIT OWNERS/DEVELOPERS ARE REQUIRED CL TO FILE A NOTICE OF INTENT (NOL) WITH THE STATE WATER W Q RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM z WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING MPLAN FOR THE SITE B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL w PROVIDE THE COUNTY A COPY OF THE NOID WITH A VALID WD/D NUMBER. CCD z -' Q WK MDT IN THE UNINCORPORA TED TERRI TORY OF THE COUNTY OF RI VERSIDE, STA TE OF CAL IFORNIA Ct'i1aV6Icow'YNlP5 (INS) 1 inch = 200 R GENERAL NOTES (cont.) 19. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDMOA64L SIGNS AND MARKING NOT INCLUDED /N THE SIGNING AND STRIPING PLAN W17HIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON 7HE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER 7HE ✓URISDIC77ON OF 774E DEVELOPER. 20. EX/STNG S70RM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DR41NED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. UTILITIES WATER: RIVERSIDE HIGHLAND WATER COMPANY SEWER.- CITY OF RIVERSIDE CSA 152 ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY, BOB SIEGAL 77iANSM/SS/ON, JEANETTE RIVERA GAS: SOUTHERN CALIFORNIA GAS COMPANY, HECTOR MARTINEZ TELEPHONE. PACIFIC BELL/SBC, LEE CORBY CABLE N.• ADELPHM COMMUNICATIONS, MIKE McMILLAN DEPAR774ENT OF WATER RESOURCES RIVERSIDE COUNTY 77RANSPOR77ON AND LAND MANAGEMENT AGENCY RIVERSIDE COUNTY FIRE DEPARTMENT UNDERGROUND STRUCTURES STREET IMPROVEMENT PLA TRACT NO. 29598-1 INDEX MAP (909) 825-4128 (951) 826-5341 255-180-026, 255-240-024 ECR ADJUSTMENT NO. 4691, RECORDED FEBRUARY 20, 2004 AS INSTRUMENT NO. (�)984-10 307-6770 (909) 930-8580 (909) 335-7674 (714) 666-5454 (909) 975-3402 (661) 858-5500 (951) 955-6800 (951) 955-4777 %7 SAN BERNARDINO Z—JL_ MICHAEL BAKER INTI. 40810 COUNTY CENTER DRIVE, SU17E 100 TEMECULA, CA 92591 A (951) 676-8042 Thomas Guide (1998); page. 646, E-7 F. (951) 676-7240 is VICINITY MAP NOT TO SCALE SECTION: 9 AND 10 TOWNSHIP: 2 SOUTH, RANGE: 4 WEST SBM CONSTRUCTION NOTES S C A L E.' 1 " = 200 INLAND AERIAL SURVEYS, INC. STREET TREES (Per County Of Riverside Transportation Dept.) 7117 ARLINGTON AVE SUITE A RIVERSIDE, CA 92503 (951) 667-4252 INSTALL ONE STREET TREE ON EACH LOT AND TWO STREET TREES ON 7HE DATE OF TOPOGRAPHY- SEPTEMBER 27, 2010 CORNER LOTS. THE TREES SHALL BE LOCATED AT LEAST 4' FROM SIDEWALK, CURBS AND WALLS AND 10' FROM DRIVEWAYS AND CORNER SETBACKS, IF TOPOGRAPHY SHOWN HEREON CONFORMS TO THE PARKWAY IS 10' OR LESS, TREES SHALL BE LOCATED 1' ON THE NATIONAL MAP ACCURACY STANDARDS FRONTING PRIVATE PROPERTY. ASSESSOR'S PARCEL NO. ABBREVIATIONS ALL UNDERGROUND UILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND 7HOSE SHOWN ON THE RECORD EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. 7HE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT 7HERETO 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 /S REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PR07FCT 7HE U77LI77ES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE 7HE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE U77L/77ES OR STRUCTURES CONCERNED BEFORE STARING WORK. o v NOTE: z 0 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN Q DIAL wo WORKING ENCROACHMENT PERMIT AND/OR A BEFORE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. o YOU DIG YOU DIG THE PRIVATE ENBIND SIGNING TIESE PLNNS IS RINXIBLE FOR ASSIRING THE A TOLL FREE 1-500-227-2600 AEaRACY Aro At71ID'TABILITY OF TWE DESIGN RIM. IN TWE EVENT OF CC DISMUNNCIES ARISING Af1ER OM APMAL OR DIRRNG affiTRICRGN, TWE 0 IL A PUBLIC SERVICE BY PRIVATE ENGINEER SNIBE REMI&E FUR MIENINING AN AO EPIABE MARK BY DATE Ld Q I UNDERGROUND SERVICE ALERT SD N104 W REVISING TWE RIG FOR APMAL BY TWE ODIARY. ENGINEER BCR LEGAL DESCRIPTION R/W BEING A SUBDIVISION OF A PORTION OF PARCEL C OF LOT LINE 255-180-026, 255-240-024 ECR ADJUSTMENT NO. 4691, RECORDED FEBRUARY 20, 2004 AS INSTRUMENT NO. J 2004-0118105 OF OFFICIAL. RECORDS OF SAID RIVERSIDE COUNTY SOILS ENGINEER CERTIFICATION LT. TOGETHER W17H A PORTION OF PARCEL B OF LOT LINE ADJUSTMENT NO. PRC 05478, RECORDED JULY 16, 2014 AS INSTRUMENT NO. 2014-0264579 OF PROJECT SITE CORDS COUNTY, TOGETHER W17H POR17 SAID RRBDDOCUMENT AC.- 2084 ACATEDOF OFFPIGEONCIALEPASS ROAD RECORDED SEP7EMBERONS 10, , WLY ELY 2104 AS INSTRUMENT NO. 2014-0343508 OF OFFICIAL RECORDS OF SAID AB. 2371 RIVERSIDE COUNTY, AND LYING WITHIN SEC77ONS 9 AND 10, TOWNSHIP 2 O3 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIANN, 8165 DECLARATION OF RESPONSIBLE CHARGE R / HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, T THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER 774E DESIGN OF THE PI ON PROJECT AS DEFINED /N SEC77ON 6703 OF THE BUSINESS AND PROFESSIONAL o CODE, AND THAT THE DESIGN /S CONSISTENT WITH CURRENT STANDARDS /N sS ASSUMING RESPONSIBLE CHARGE / ACCEPT FULL RESPONSIBILITY FOR THE 6 ENTIRE DESIGN OF THIS PROJECT AS SHOWN ON THESE PLANS 8O I UNDERSTAND THAT 7HE CHECK OF PROJECT DRAWINGS AND SPECIRC477ONS 1 985 9p BY THE COUNTY OF RIVERSIDE, OR ITS AGENTS /S CONFINED TO A REVIEW REMOVE BARRICADE 95 ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY .. ., RESPONSIBILITIES FOR THE PROJECT DESIGN. Z—JL_ MICHAEL BAKER INTI. 40810 COUNTY CENTER DRIVE, SU17E 100 TEMECULA, CA 92591 A (951) 676-8042 Thomas Guide (1998); page. 646, E-7 F. (951) 676-7240 is VICINITY MAP NOT TO SCALE SECTION: 9 AND 10 TOWNSHIP: 2 SOUTH, RANGE: 4 WEST SBM CONSTRUCTION NOTES S C A L E.' 1 " = 200 INLAND AERIAL SURVEYS, INC. STREET TREES (Per County Of Riverside Transportation Dept.) 7117 ARLINGTON AVE SUITE A RIVERSIDE, CA 92503 (951) 667-4252 INSTALL ONE STREET TREE ON EACH LOT AND TWO STREET TREES ON 7HE DATE OF TOPOGRAPHY- SEPTEMBER 27, 2010 CORNER LOTS. THE TREES SHALL BE LOCATED AT LEAST 4' FROM SIDEWALK, CURBS AND WALLS AND 10' FROM DRIVEWAYS AND CORNER SETBACKS, IF TOPOGRAPHY SHOWN HEREON CONFORMS TO THE PARKWAY IS 10' OR LESS, TREES SHALL BE LOCATED 1' ON THE NATIONAL MAP ACCURACY STANDARDS FRONTING PRIVATE PROPERTY. ASSESSOR'S PARCEL NO. ABBREVIATIONS ALL UNDERGROUND UILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND 7HOSE SHOWN ON THE RECORD EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. 7HE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT 7HERETO 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 /S REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PR07FCT 7HE U77LI77ES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE 7HE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE U77L/77ES OR STRUCTURES CONCERNED BEFORE STARING WORK. o v NOTE: z 0 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN Q DIAL wo WORKING ENCROACHMENT PERMIT AND/OR A BEFORE DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. o YOU DIG YOU DIG THE PRIVATE ENBIND SIGNING TIESE PLNNS IS RINXIBLE FOR ASSIRING THE A TOLL FREE 1-500-227-2600 AEaRACY Aro At71ID'TABILITY OF TWE DESIGN RIM. IN TWE EVENT OF CC DISMUNNCIES ARISING Af1ER OM APMAL OR DIRRNG affiTRICRGN, TWE 0 IL A PUBLIC SERVICE BY PRIVATE ENGINEER SNIBE REMI&E FUR MIENINING AN AO EPIABE MARK BY DATE Ld Q I UNDERGROUND SERVICE ALERT SD N104 W REVISING TWE RIG FOR APMAL BY TWE ODIARY. ENGINEER BCR BEGIN CURB RETURN R/W RIGHT OF WAY 255-180-026, 255-240-024 ECR END CURB RETURN SIR. STREET SOILS ENGINEER CERTIFICATION LT. LEFT PRC POINT OF REVERSE CURVE O CONSTRUCT 4' A.C. OVER 9' A.B. (COLLECTOR S7REET) PER R.C. STD. NO. 104-A (85,375 SF) AC.- 2084 TON RT RIGHT V.C. VERTC4L CURVE 7 LABEL ITEMS TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT 1 CONSTRUCT 3' A.C. OVER 6' A.B. (GENL RAL LOCAL ROAD) PER MODIFIED R.C. STD. NO. 105-C AC. 2838 TON P.I. 153,806 SF AB. 2841 G Y O CONSTRUCT 4' A.C. OVER 9' A.B. (COLLECTOR S7REET) PER R.C. STD. NO. 104-A (85,375 SF) AC.- 2084 TON , WLY ELY EASTERLY, WESTERLY AB. 2371 C.Y O3 CONSTRUCT TYPE A-6 CURB & GUTTER PER R.C. SID. NO. 200 8165 LF O5 CONS7RUCT CURB RAMP PER R.C. SID. NO. 403, CASE A 10 EA O6 CONS7RUCT 4' CONCRETE SIDEWALK PER R.C. STD. NO. 401 46,694 SF (�7 INSTALL S7REET NAME SIGN PER R.C.SID. NO. 1220, 1221, 1222 6 EA 8O CONSTRUCT MODIFIED CROSS GUTTER & SPANDRELS PER DETAIL ON SHEET 2 1 985 EA SF O REMOVE BARRICADE 95 LF 10 CONSTRUCT CONCRETE DRIVEWAY PER R.C. STD. NO. 207 98 18,216 EA SF 11 INSTALL 100 WATT, 9,500 LUMENS HPS S7REET LIGHT PER R.C. STD. 1000 21 EA 12 CONS7RUCT CATCH BASIN NO. 1 PER R.C. SID. NO. 300. SEE STORM DRAIN PLAN - N/A 13 CONSTRUCT GUTTER INLET DEPRESSION PER R.C.SID. NO. 311, - - N/A OCOLD 14 PLANE EXIS77NG PAVEMENT AND OVERLAY PER "OVERLAY 189 SF / JOINT DETAIL', SHEET 2. COLD PLANE 15 CONSTRUCT STREET SURVEY MONUMENT PER R.C.SID. NO 903 - N/A 20 REMOVE ASPHALT CONCRETE DIKE 95 LF 21 CONSTRUCT CURB RAMP PER R.C. STD. N0, 403, CASE C 4 EA 22 CONSTRUCT CROSS GUTTER & SPANDRELS PER R.C. SID. NO. 209 1 250 EA SF 22 CONSTRUCT BARRICADE PER R.0 SID. NO. 810 52 LF THIS GRADING PLAN HAS BEEN REVIEWED BY 171E UNDERSIGNED AND FOUND BASINS CSA 143— STORM DRAIN FACILITES RIVERSIDE COUNTY 7RANSPORTATON DEPARTMENT TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED /N OUR CL CIL CENTERLINE P.I. POINT OF INTERSECTION SOILS REPORT FOR THIS PROJECT. THE SOILS REPORT SHALL BE CONSIDERED MIDDLE OF CURVE 2. INSTALL S7REET UGHTS PER STREET LIGHT PLAN. PROP. STREET TREES AS A PART OF THIS PLAN, AND ALL GRADING WORK SHALL BE DONE /N , WLY ELY EASTERLY, WESTERLY FG FINISHED GROUND ACCORDANCE WITH 7HE SPECIRCATONS AND RECOMMENDATIONS OF SAID NL Y, SLY NORTHERLY, SOUTHERLY OG ORIGINAL GROUND REPORT DATED : APRIL 26, 2012 C.B. CATCH BASIN DWY DRIVEWAY * 9��'� TC TOP OF CURB BVC BEGIN VERTICAL CURVE UNAUTHORIZED CHANGES & USES PROP. SIDEWALK PETRA GEOTECHNICAL, INC ESSJ FL FLOW UNE MVC MIDDLE OF VER77CAL CURVE 40880 COUNTY CENTER DRIVE SLIDER ` PROP. A. C. CONSTRUCTION NOTE AND DETAILS - - - - - - - - - - - - - - - - - - - - - - 2 MAINTENANCE RESPONSIBILITY BASINS CSA 143— STORM DRAIN FACILITES RIVERSIDE COUNTY 7RANSPORTATON DEPARTMENT OPEN SPACE C.SA 44tl-- (Z(. TEMECULA, CA 92591 ti +.` R. EP EDGE OF PAVEMENT EVC END OF VERTICAL CURVE (951)600-9271 4350 VON KARMAN AVE, SUITE 225 P.C.C. POINT COMPOUND CURVE MOC MIDDLE OF CURVE 2. INSTALL S7REET UGHTS PER STREET LIGHT PLAN. PROP. STREET TREES J. CATCH BASINS/ INLETS SHOWN HEREIN ARE FOR INFORMATION ~ t TJUVE*iSTARRN4NCL4L.COM AND PLAN COORDINA77ON USE ONLY. SEE STORM DRAIN PLANS • INDICATES SET 1' I. P. (E 871 FOR FACILITIES DESIGN DETAILS. MONUMENTATON C.B. CATCH BASIN DWY DRIVEWAY * 9��'� O.C. PROP. ON CURVE PROPOSED F.H. PL FIRE HYDRANT LEGEND SCHOOL DISTRICT 24 HOUR EMERGENCY CONTACT.- PROPERTY UNE GRAYSON R. WALKER, GE 1871 DATE OWNER/PERMITTEE iSTAR FINANCIAL INC. 4350 VON KARMAN AVE, SUITE 225 NEWPORT BEACH, CA 92660 BY.• ALLEN 34RRETT VICE PRESIDENT IRCFC PERMIT NO. a T &JUO &I APPR.1 DATE COUNTY DA 7E .°'p--(�SVF No. 60132 41_\\ �1 V I� \\ OF C kk OF CAU 17 -4 DIREC77ON OF FLOW RIVERSIDE UNIRED SCHOOL DISTRICT TROY JUVE NOTES (909) 788-7134 iSTAR FINANCIAL INC. PROP. STREET LIGHT 4350 VON KARMAN AVE, SUITE 225 1. INSTALL STREET TREES PER LANDSCAPE PLANS. NEWPORT BEACH, CA 92660 2. INSTALL S7REET UGHTS PER STREET LIGHT PLAN. PROP. STREET TREES J. CATCH BASINS/ INLETS SHOWN HEREIN ARE FOR INFORMATION ~ t TJUVE*iSTARRN4NCL4L.COM AND PLAN COORDINA77ON USE ONLY. SEE STORM DRAIN PLANS • INDICATES SET 1' I. P. (951) 757-0839 (C) FOR FACILITIES DESIGN DETAILS. MONUMENTATON SHEET INDEX UNAUTHORIZED CHANGES & USES PROP. SIDEWALK CAUTION. THE ENGINEER PREPARING THESE PLANS WILL NOT BE 717LE AND INDEX MAP SHEET - - - - - - - - - - - - - - - - - - - - - - - - - 1 RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES 0 PROP. A. C. CONSTRUCTION NOTE AND DETAILS - - - - - - - - - - - - - - - - - - - - - - 2 OF THESE PLANS ALL CHANGES TO THE PLANS MUST BE IN WRITING AND PLAN AND PROFILE- - - - - - - - - - - - - - - - - - - - - - - - - - - - 3-8 _ MUST BE APPROVED BY THE PREPAIRER OF 77HESE PLANS. - TRACT BOUNDARY WORK TO BE DONE SAWCUT AND REMOVE GRADING AND DRAINAGE WORK CONSIST OF 7HE FOLLOWING COLD PLANE WORK TO BE DONE ACCORDING TO THESE PLANS AND THE CURRENT UNIFORM BUILDING CODE APPENDIX CHAPTER 33 - — — - UTILITY EASEMENT AS AMENDED BY ORDINANCE 457. 40810 COUNTY CENTER DR., 171 Mm 1 0010 �4 =SUITE 100 TEMECULA, CA 92591 PHONE: (951) 676-8042 N T E R N A T 1 0 N A L MBAKERINTL.COM BY:JOHN D. TANNER III DATE /1/91/ DATUM NAVD 88 CITY OF RIVERSIDE B.M. J8 -D3 ELEVATICIN: 918.908 (NGVD29) PUBLISHED/921.398 ADJUSTED TO NAVD88 (ADD 2.49' PER NGS VERTCON PROGRAM=921.398 NAVD88) DESCRIPTION: LEAH k TACK IN TOP OF CURB 3.5' N/0 BCR OF NW CURB RETURN AT PALMYRITA AVE. k IOWA AVE. SCALE: H: -l'=200' Vc N/A TRACT N0. 29598-1 IP N0. 050171 SHEET NO. COUNTY OF RIVERSIDE � STREET PLANS SCHEDULE "A" TITLE AND INDEX MAP SHEET A w a 04 z r z w Y L7 0 c m N F Ir J CL I F - w N v N s 2.1 21 o Z 1 u)► w LdU I N Of z Q Z N Q V) D Z Ld J m U J z a 1- W Z U) Q w 0 p z o U Q 0 Lv a 0 Li EL Li o - R/W R/W 4' , 6' 11 3 60' 30' 20' R/W 30' TYPICAL DRY UTILITY TRENCH GAS, TEL., CABLE AND ELEC. SMOKE STACK ROAD FROM STA. 10+00.00 TO 17+53.19 HEARST STREET FROM STA. 10+00.00 TO 19+48.14 SWEETHEART COURT FROM STA, 10+00.00 TO 12+13.00 STOCKYARD ROAD FROM STA. 39+85.05 TO 44+96.26 TYPICAL SECTION 60' GENERAL LOCAL STREET "MODIRED" STD. NO. 105, SECTION "C" WITH CURB ADJACENT SIDEWALK T.1.=5,5 R-VALUE=50 NOT TO SCALE 66' 5' , 6' ( 10' 12' 12' 1 10' R/W 6' 5' 2 I D 3MAX 2% 2X r 21 MAii r TYPICAL SECTION 66' ENHANCED LOCAL MODIFIED STD. NO. 104, SECTION 'i4" WITH CURB ADJACENT SIDEWALK T.L=6.5 R -VALUE= 50 NOT TO SCALE (ACROSS GUTTER PER R1V. CO. STD. 209 NOT TO SCALE WC7 4mvmhh� DIAL BEFORE YOU DIG TOLL FREE 1- A PUBLIC SERVIG UNDERGROUND SERVICE '-mom WORK CONTAINED WITHIN THESE PLANS — SHALL NOT COMMENCE UNTIL AN WO WORKING ENCROACHMENT PERMIT AND/OR A DAYS BEFORE GRADING PERMIT HAS BEEN ISSUED. YOU DIG TIE PRIVATE ENGI 11B SIQGNG THN RMIS 1113 SIMS Fat A59RING TIE 800-227-2600 ACQm AND MIIEPrA9ILnr CF THE CES' f wm— IN Nf Ew OF DI9lUM CIES ARISING AFTER MWN APPfl & OR U1116 M MUTON, TIE E BY PRIVATE ENGINEER 9Wl HE rEMIEIE FUR MMININING AN ACGEPTAHE MARK BY DATE ALERT 911 Uric MD REVISING TIE RMS Fat APPROVAL OY 11f CUM. ENGINEER 2' MIN. OVERLAY FATHER OVERLAY TO _MATCH EXISTING mm DG P45MEM EX. EDGE OF PAVE7ADNT OVERLAY/JOIN DETAIL NOT TO SCALE OMODIFIED CROSS GUTTER NOT TO SCALE MONOLITHIC CURB NOTE. SURFACE WILL REQUIRE 36' SEC77ON OF TRUNCATED DOMES SEE 7RUNG47ED DOMES DETAIL AT RIGHT aw F 6" CURB I\— HEAVY BROOM 'RIPPLE" TEXTURE FINISH. ELEV. TRANSVERSE TO AXIS OF RAMP 'A' CONTRASTING VISUALLY WITH ADJOINING SURFACES CURB RAMP DETAIL PER STI. NO. 403 CASE "C" NOT TO SCALE NOTE.- CROSS SLOPE OF LANDING AREA DOES NOT EXCEED 2X IN ANY DIREC77ON 2" WIDE WITH 9FESSI 40810 COUNTY CENTER DR., QR ©NAYMichael Baker SUITE 100 TEMECULA, CA 92591 } ♦� PHONE. (951) 676-8042 I N T E R N A T I O N A L MBAKERINTLCOM No. 60132 �IV1� PREPARED BY' JOHN D. TANNER III R.C.E. NO. 60132 REVISION APPR. DATE 'Tf Of C�I�E��� _ 410 - COUNTY DATE CONSTRUCTION NOTES O1 CONSTRUCT 3" A.0 OVER 6' A.B. (GENERAL LOCAL ROAD) PER MOMED R.C. SID. Na 105-0 O2 CONSTRUCT 4" A.0 OVER 9" A.B. (COLLECTOR STREET) PER R.0 STD. NO 104-A O3 CONSTRUCT TYPE A-6 CURB & GUTTER PER R.C. STD. NO. 200 O6 CONSTRUCT 4" CONCRETE SIDEWALK PER R.C. S7D N0. 401 O CONSTRUCT MODIFIED CROSS GUTTER & SPANDRELS PER DETAIL ON SHEET 2 O CONSTRUCT CROSS GUTTER & SPANDRELS PER R.C. SID. NO. 209 ADA CLEARANCE DETAIL CURB & GU 7TE N.T.S SIDEWALK TO MAINTAIN 60" CLEARANCE AROUND ALL FIXED OBJECTS INCLUDING BUT NOT LIMITED TO, STREET LIGHTS, FIRE HYDRANTS, SIGNS, TYPICAL ALL LOCATIONS. LANDING4 0 SLOPE OPE Rup I-- �rn_ SECT NOT R NOTES. DETAIL VALUES SHOWN SHEETS. H 1 =4 , V• 1 "=8' 6" CURB RAMP DETAIL PER STI. NO. 403 CASE "A" NOT TO SCALE TRACT NO. 29598-1 IP NO. 0 COUNTY OF RIVERSIDE STREET PLANS SCHEDULE "A" CONSTRUCTION NOTES AND DETAILS CURB AF IT.l 171 SHMT NO. 2 `1 6j z-. PORTION OF 200.00' V.C. = rJOIN EDC CURB, 95+5000MvVG'UrIEP AND SIDEWAL Z9 Z&"4v��^ gI gIN g'� gIn '� w w La=rcM N. talw ... {'.^ 1,N ii n -D 2D0.1N1' V.C. P1�21�.14� 95+5000 MVC I g�Ngte �, Ci I' - +'N h1 fi SPRING MOUNTAIN RANCN 20000' VC PHASE 1 BAtfBO1VE ROAD 1#s401 /P OSD030 95+5000 MVC I gW 04, IN ROW h k "FIi+•N..� b d)I �iw°'Iw.. O'I °'I 9&00 974M 98+00 (I> CURB RAMP DATA VALUE I VALUE ,/ D". 1 1.50X A 1214.34 7C' 2 =-B 4 CQ' re e ® ®e ERMWME 1211.85 FS (I> CURB RAMP DATA VALUE I VALUE ,/ D". 1 1.50X A 1214.34 7C' 2 =-B 4 1211. 1 FS 3 7.5XC 7.5X 1211.85 FS 4 1.3X D 1212.03 7C 6 15 01629 E 121243 A'S 7 2.5-072X F 121137 FS e 4' 0 11212.49FS 9 1.50X H 112114J FS Ld W 0 z { w 10 9 b� ., z O J m V J w z uj C9 z U) Qf b � 00 In Q 0 Li of—w lt� < Q- wa_ (2> CURB RAMP DATA CURB RAMP DATA VALUE ,/ 1 CL IN7ERSECT7lXV � ELEV. A4 1 + 7117 SPRINGS A 1210.42 TC 2 4 B 1209.50 FS 3 7.5X C 1 44 FS 4 1.5X D 1209.71 TC 6 9.5 O.7% E 1210.11 FS 7 x6g.OX F r2f0.05 FS 8 4' G 121017 FS 91 1.509 H 1210.11 FS TR. 29597_P a 0^ 0 T- I NOTE WORK CONTAINED WITHIN THESE PLANVt, TOP OF CURB 0 22' C 1036 EX. CURB, ER AND SIDEWALK A CIL 3 "CASE C" CURB RAMP DATA 1 CL IN7ERSECT7lXV � a". / + 7117 SPRINGS T = A J _ _ 33+6871 SPRING MlX1NTA/N RD. B 120803 FS 3 5.561i9.5,Y C — — SPRING STREET 4 5�i9:5X D I 12!48 TC SPRING MOUNTAIN RANCH M TR. 29597-2 PHASE 1 BACKBONE ROAD IMS4014 IP 050030 82 CONSTRUCTION NOTES 80 79 CONSTRUCT 4- A.0 OVER 9- A.B. (COLLECTOR SRU--) PER R.0 S71). NO 104-A III 76 CONSTRUCT TYPE A-6 CURB & GUTTER PER R.0 SID Na 200 III py CONSTRUCT CURB RAMP PER R.0 STD. NO 40% CASE A CONSTRUCT r COIVO%-7E SIDEWALK PER &r. SIU NO. 401 III �9 REMOI+E BARRICADE r4 COLD PLANE DZMG PAVUENT AND OVERLAY PER 'OVMAY / JOINT DETAIL, SHEET Z REMOVC ASPHALT CONC IkW DIKE 21' CONSTRUCT CURB RAMP PER R.0 SIU Na 4a% CASE C NOTE WORK CONTAINED WITHIN THESE PLANVt, TOP OF CURB 0 22' C 1036 EX. CURB, ER AND SIDEWALK A CIL I JOIN EX CU) GUTTER AND 1 v 73 72 CL INTERSEC77ON N 2.OX 2 100 1 IIIX05 III JOIN EX. CURB, GUTTER AND SIDEWALK ... .............. DIAL w0 WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG 3 "CASE C" CURB RAMP DATA VALUE a". / 1 A 2 5 B 120803 FS 3 5.561i9.5,Y C 120800 FS 4 5�i9:5X D I 12!48 TC I JOIN EX CU) GUTTER AND 1 v 73 72 CL INTERSEC77ON N 2.OX 2 100 1 IIIX05 III JOIN EX. CURB, GUTTER AND SIDEWALK ... .............. DIAL w0 WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 1FE PRIVATE ENGINER S194ING TNESE PIANS IS RF,9'arSi9E F(Tt AS9iiIN6 7If AC 80 W A0(E 7111ILITY OF 4E 06194 MM. IN TIE MU OF DIMIUANCI6 ARISING AFTER MM APPId & OR MING QOISTIAN,TIM TIE PRIVATE MUNO 941.E TE REWMIRE FOR OETMINNG AN AOCEPTSE 9iNION n I VISING TIE RM FOR APPROVAL III 1IE cauls. 'o TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PRIUP RIW27 MARK BY DATE ENGINEER `o O w� � V Q � 7 I q� �igwlyO� ON V w R w w w REVISIONS pFESSI 40810 COUNTY CENTER DR., Michael Baker__, SUITE 100 QED �, iAAUrr.TEMECULA, CA 92591 PHONE: (951) 676-8042 N T E R N A T 1 0 N A L MBAKERINTL.COM No. 60132 {i J/ C I Y I� PREPARED BY: JOHN D. TAMER I I I R. C. E. NO. 60132 APPR. DATE �lF �pQ OF C t+�t T_ COUNTY DATE H. 1'_40. V. 1.=. GRAPHIC SCALE ( IN ) I inch - 40 n TRACT NO. 29598-1 IP NO. COUNTY OF RIVERSIDE STREET PLANS SCHEDULE "A" SPRING STREET ti Co i4 N 4 Cn m r E- w 00 rn tL J 1171 SHEET NO. ¢ o i r. x 'o PRIUP RIW27 ' i 82 81 80 79 78 76 75 741 pFESSI 40810 COUNTY CENTER DR., Michael Baker__, SUITE 100 QED �, iAAUrr.TEMECULA, CA 92591 PHONE: (951) 676-8042 N T E R N A T 1 0 N A L MBAKERINTL.COM No. 60132 {i J/ C I Y I� PREPARED BY: JOHN D. TAMER I I I R. C. E. NO. 60132 APPR. DATE �lF �pQ OF C t+�t T_ COUNTY DATE H. 1'_40. V. 1.=. GRAPHIC SCALE ( IN ) I inch - 40 n TRACT NO. 29598-1 IP NO. COUNTY OF RIVERSIDE STREET PLANS SCHEDULE "A" SPRING STREET ti Co i4 N 4 Cn m r E- w 00 rn tL J 1171 SHEET NO. ¢ o i r. z z S i z z S I - -1220 ...... Lel _ i I i I DELTA —LQVQZ 280.66 1 478.00' Ic4 2 52200' [x� OO h 3 500.00' 1 29152 V• N R w wmoLJEFr 1 ..... Cir. I wo I ( I C 16 I $� I �r I I- 1 107#00 CURVE DATA CURB RAM RADIUS DELTA —LQVQZ 280.66 1 478.00' 33:38'21 2 52200' 3OV7'29' 274.46 3 500.00' 33,38127' 29152 z_ io U LJ H < •y n It z It Z O �O h V) of CWL' 0 ta.I J m Q C� f -I ry J LJ ZLd at: ~ w LLJ W J RE 0 U z UJ Q a LJ ry0 4 "CASE C" CURB RAM VALUE I ELEV: f $ A 12051, 2 5 9 1204 7 J1.5x 3 5' 4 6.'25 �rI C 0 1204 T, 12052: DIAL BEFORE YOU DIG -0,50x ff ff - c 4i%�- �J 4 DESIGN SPEED= 30Woo NI?71 _ — ------------- t $ Cj $ $ 1220 �+t; w N V• N R w wmoLJEFr _ — ------------- t v $ � � 1220 V CZ4�N _ — ------------- t � 1220 V CZ4�N #4+00 57+00 STRUCTION NOTES CONSTRUCT 4' AC OVER r A,8 (COLLECTOR STREET] PER R.C. STD. NO. 104-A CONSTRUCT TYPE A-6 CURS d QITTER PER R.G STD. NO, 2DD CONSTRUCT 4' CONCRETE SIDEWALK PER R.C. STD. NO 401 CONSTRUCT CURB RAMP PER R.0 STD. NO 404 CASE C MIA ) WORKING fS BEFORE YOU DIG FREE 'mmm' 1-800-227-2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WORK CONTAINED WITHIN THESE PLANS MALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. TIE PRIVATE ENGIND SIGIING THESE RM IS RESPMI&I IM AWING TIE ACUaW W ACMYrABILITY CF TIE DESIM HRR. M TIE EMU OF DISCREPANCIES ARISIN AFTER tI t#M APPROVAL CR DIfIING 0MISRAICIICN, TIE BY DATE PRIVATE ENGIW ER SIW1. BE lESIWIBE FCR DEIMINING AN AO EPTAEIE MARK I SaPICN N0 REVISING TIE PIANS FUR APPROVAL BY 7IE CMKfY. ENGINEER SPRING STREET REVISIONS JAPPR.1 DATE COUNTY Q�OEESSJr4 40810 COUNTY CENTER DR., /1Michael Baker SUITE 100 TAN, TEMECULA, CA 92591 PHONE: (951) 676-8042 N T E R N A T 1 0 N A L MBAKERINTL.COM No. 60132 Oar CIVIv PREPARED BY:JOHN D. TANNER III R.C.E. NO. 60132 Of C�� I DATE ¢ / -7;LSCALE: It 1.z-40. V: 1'=8' GRAPHIC SCALE (nt) I inch - 40 ft TRACT NO. 29598-1 IP NO. COUNTY OF RIVERSIDE STREET PLANS SCHEDULE "A" SPRING STREET OR: I W.O. COUNT) 171 SHEET NO. 4 0 2 CL ry 'm 'cs d' a z w a r 'r w OD 1 1 ii1 P.W. I Q�. I z CL I m R t � 1220 #4+00 57+00 STRUCTION NOTES CONSTRUCT 4' AC OVER r A,8 (COLLECTOR STREET] PER R.C. STD. NO. 104-A CONSTRUCT TYPE A-6 CURS d QITTER PER R.G STD. NO, 2DD CONSTRUCT 4' CONCRETE SIDEWALK PER R.C. STD. NO 401 CONSTRUCT CURB RAMP PER R.0 STD. NO 404 CASE C MIA ) WORKING fS BEFORE YOU DIG FREE 'mmm' 1-800-227-2 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT WORK CONTAINED WITHIN THESE PLANS MALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. TIE PRIVATE ENGIND SIGIING THESE RM IS RESPMI&I IM AWING TIE ACUaW W ACMYrABILITY CF TIE DESIM HRR. M TIE EMU OF DISCREPANCIES ARISIN AFTER tI t#M APPROVAL CR DIfIING 0MISRAICIICN, TIE BY DATE PRIVATE ENGIW ER SIW1. BE lESIWIBE FCR DEIMINING AN AO EPTAEIE MARK I SaPICN N0 REVISING TIE PIANS FUR APPROVAL BY 7IE CMKfY. ENGINEER SPRING STREET REVISIONS JAPPR.1 DATE COUNTY Q�OEESSJr4 40810 COUNTY CENTER DR., /1Michael Baker SUITE 100 TAN, TEMECULA, CA 92591 PHONE: (951) 676-8042 N T E R N A T 1 0 N A L MBAKERINTL.COM No. 60132 Oar CIVIv PREPARED BY:JOHN D. TANNER III R.C.E. NO. 60132 Of C�� I DATE ¢ / -7;LSCALE: It 1.z-40. V: 1'=8' GRAPHIC SCALE (nt) I inch - 40 ft TRACT NO. 29598-1 IP NO. COUNTY OF RIVERSIDE STREET PLANS SCHEDULE "A" SPRING STREET OR: I W.O. COUNT) 171 SHEET NO. 4 0 2 CL ry 'm 'cs d' a z w a r 'r w OD 1 1 ii1 P.W. I Q�. I z CL I m R 1240 1240 1 ^N I w w 1240 t ki~ Pw 1F3 IZ Www N CURVE DATA �1> 2.1 +15+00 33215' CURVE DATA �1> 0937'16' 33215' 166.46' 197&0 2 35.00' 10229'35' 62.61' 43.60' 3 11000' 1074'12" 19.65' 9.85' 6250' 122'5245' 134.04' 114.82' 5 111.00' 1OT18'58' 19.66' 9.86' S I84 202200' 0937'16' 339.53' 170.17' 7 200000' 0937'16' 335.84' 16532' 5500' 1027935' 9&39' 6&52' 0 0 w v rr n 0 a z z 0 0 z Q L4 v~i c~rl ~) z U W CLI Q CJ t -y J Ld d w CD H z LIJ CL 0 O z 0 0 LLJ 0 U O- Q UE FS EX67M GROUND (0, CIL �' VC 16+0000' / M FS v 16+00.00` :82 F3 9 SFA=118+00.00 EL=1227.22 FS 1. Wqr-M:Ut F#VASHED SURFACE 0 CIL FS �n0 gM3 + NN �. •I' �Ath._._--wN ww www w,- +nlwNww 1065•hs g - 2 fOD(10 Y.C. — w 134.04' ' 42.40' TANG v 1 �\ / �' 11550�� �G 19.66' 39 76' 44.68' V.C. ci , 3,` ,, $ a ,� b = i 2 0 C TANOEN PV!=1231.27 P1=11+00 II - ei, a, vi ti: ai .+ " _ _ • w 1`4 Q"av�a cy ..'. �... � w!N ww ww W w CONSTRUCTION NOTES Ol CONSTRUCT 3' AG OWN 6' A.B. (GENERAL LOCAL ROAD) PER MODIFIED R.0 STD. NO 115-C O CONSTRUCT 4' A& OVER 9' A& (COUECIDR STREET) PER R.0 STD. NO 104-A 0 CONSTRUCT TYPE A-6 CURB & GUTTER PER R.0 STD. NOL 200 SO CONSTRUCT CURB RAMP PER R.C. SID) NO. 404 CASE A O CONSTRUCT 4' CONCRETE 9DEWALK PER &C. SID NO. 401 10 CONSTRUCT CONCRETE DRIVEWAY PER R.C. STD NO. 207 DD C�& k RTTWORK NOE: CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN DIAL w0 woRKING ENCROACHMENT PERMIT AND/OR A BEFORE oAYs E FORE GRADING PERMIT HAS BEEN ISSUED. YOU DIG YOU DIG TIE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPO HU FOR AMING TIE TOLL FREE 1-800-227-2600 AOOUR NO ACCEPTABILITY OF THE DESIGN IfIM. IN IEE EVERT OF DISOUKIES ARISING #M COUNTY APPROVAL OR DkING DIAb'T MION, TIE MARK 8Y DATE A PUBLIC SERVICE BY PRIVATE ENGINEER SIRL BE REFWHU FOR DOWNING AN AWTA®E UNDERGROUND SERVICE ALERT MKION NO REVISING TIE KM FOR APPROVAL er THE OOIMTY. ENGINEER UttJIGAItU HtKtUN SEE TR -29598-1 F7AGIL MAP OFESS! 40810 COUNTY CENTER DR., Q� 04aMichael Baker SUITE 100 TA�irt TEMECULA, CA 92591 PHONE: (951) 676-8042 I N T E R N A T I O N A L MBAKERINTL.COM No. 60132 ri Clyt� y�ti� PREPARED BY: JOHN D. TANNER III R.C.E. NO. 60132 APPR. DATE �rF �pQ �_ / REVISIONS COUNTY Of CL�� - DATE ! t� H: 1.tQ. V. 1'=8' GRAPHIC SCALE (D1 FM ) 1 inch - 40 1t NO. 29598-1 IP N0. COUNTY OF RIVERSIDE STREET PLANS SCHEDULE "A" SPRING STREET W.O. ICOUNT 1 ? 1 SWEET NO. Z -_ MAW 2.Brix cine PROP. TC 2.38 Ero 1236.95" LC. ', PER 7R 29M-, PROFILE SCALE. HORIZ. 1 "=40' 122+00 VERT. l--8' CONSTRUCTION NOTES Ol CONSTRUCT 3' AG OWN 6' A.B. (GENERAL LOCAL ROAD) PER MODIFIED R.0 STD. NO 115-C O CONSTRUCT 4' A& OVER 9' A& (COUECIDR STREET) PER R.0 STD. NO 104-A 0 CONSTRUCT TYPE A-6 CURB & GUTTER PER R.0 STD. NOL 200 SO CONSTRUCT CURB RAMP PER R.C. SID) NO. 404 CASE A O CONSTRUCT 4' CONCRETE 9DEWALK PER &C. SID NO. 401 10 CONSTRUCT CONCRETE DRIVEWAY PER R.C. STD NO. 207 DD C�& k RTTWORK NOE: CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN DIAL w0 woRKING ENCROACHMENT PERMIT AND/OR A BEFORE oAYs E FORE GRADING PERMIT HAS BEEN ISSUED. YOU DIG YOU DIG TIE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPO HU FOR AMING TIE TOLL FREE 1-800-227-2600 AOOUR NO ACCEPTABILITY OF THE DESIGN IfIM. IN IEE EVERT OF DISOUKIES ARISING #M COUNTY APPROVAL OR DkING DIAb'T MION, TIE MARK 8Y DATE A PUBLIC SERVICE BY PRIVATE ENGINEER SIRL BE REFWHU FOR DOWNING AN AWTA®E UNDERGROUND SERVICE ALERT MKION NO REVISING TIE KM FOR APPROVAL er THE OOIMTY. ENGINEER UttJIGAItU HtKtUN SEE TR -29598-1 F7AGIL MAP OFESS! 40810 COUNTY CENTER DR., Q� 04aMichael Baker SUITE 100 TA�irt TEMECULA, CA 92591 PHONE: (951) 676-8042 I N T E R N A T I O N A L MBAKERINTL.COM No. 60132 ri Clyt� y�ti� PREPARED BY: JOHN D. TANNER III R.C.E. NO. 60132 APPR. DATE �rF �pQ �_ / REVISIONS COUNTY Of CL�� - DATE ! t� H: 1.tQ. V. 1'=8' GRAPHIC SCALE (D1 FM ) 1 inch - 40 1t NO. 29598-1 IP N0. COUNTY OF RIVERSIDE STREET PLANS SCHEDULE "A" SPRING STREET W.O. ICOUNT 1 ? 1 SWEET NO. Z CURVE DATA 2 CURB RAMP DATA Na RADIUS DEL TAENCIH aEV / LANUAT 1.50X 320.00' 103 7'36" 61.21' M. 70' 2 2500' 90100100' 39.27' 2500' 3 I51 2500' 90'170'00' 39.27' 25.00' 4 280,00' 1037'36' 5356' 26.86' 80'No9 3001110' 1 1037'36' 57.39' 28.78' (J> 2 CURB RAMP DATA VALUE / VALUE / ELEK / aEV / 1.39 1.50X A 120a25 7C 2 # B 12079 FS 3 75X C 120803 FS # 131 D 121 77 6 6.O 58.X E 120842 Fs 7 80'No9 F 1 lJ848 FS 8 # 0 1 1X 37 FS 9 I.5ZG 1 H 1120&4J FS (J> CURB RAMP DATA VALUE / ELEV. / ELEK / 1 1.39 A 120840 C 117.68 FS 4 8 1 83 FS 3 7M C 120778 FS # 1.5X D 120805 TC 6 4-0.25X 12011127 FS 7 6'—*9j67A! FS' 6 'fil 120d20 FS 91 150X I H 11208.14 FS # "CASE C" CURB RAMP DATA VALUE / ELEV. / 1 I 6.0Z 6 TC 5 B 1172 n 3 5 EI6t C 117.68 FS 4 1117468 TC I i PROP. 30" RCP STORM DRAIN I I I I W.Q. BASIN PER TR. 29598-1 PHA RG PLANS MAINTAIAED BY C.S.A --- N X7i CL INTERSECTION 8 1 7 'F�M1 y w w i y DIAL WO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIC Q1-800-227-26DO SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. X PRIVATE ENSIW SIGNING RESE PLANS IS NEMIM FOR AMING IM Aumvo ND ACCEPTABILITY OF X DESIGN OM. IN 1HE EVENT OF DISGIVAICIES ARISING MM IBINIT IPMAL OR MING UNION, Tff PRIVATE E NGItEEN SNML B NE PWI&I FOR WHINING AB AOGi T E NXI(IN AND MSM INE Pars IM APPRtAAL er H 004M. TOLL FREE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MARK BY DATE ENGINEER mac+ f®� REVISIONS 05 m SMOKESTACK ROAD RA G No. 60132 �TF1�`E���`A• Of CRv 84 1 83 40810 COUNTY CENTER DR., I4 I1l; . , ice, ' rSUITE 100 TEMECULA, CA 92591 PHONE: (951) 676-8042 N T E R N A T 1 0 N A L MBAKERINTLCOM !EPARED BY:JOHN D. TANNER III R.C.E. NO. 60132 H: 1'=4O' V, 1.=8 Z 7I CL INTERSECTION 17+53.19 SMOKESTACK RD. _ 100+81.17 SPRING ST. 70 GRAPHIC SCALE ( IN FEET ) 1 inch = 4N) it TRACT NO. 29598-1 IP NO. 050171 SHM 140' COUNTY OF RIVERSIDE STREET PLANS 6 SCHEDULE "A" SMOKESTACK ROAD __ 8 Z POR119N OF 100•.00 KC. 138 Cj I C ~� v u + �14 oQ ww L=39 27'v T6 CU B RTN' TOP OFCUf0A20 m Lo=r Cj 14 CItJ UCj sp II U p p n w w rPw= � ti •� ow �� ^ 1138 w N wNN ww ww / V O U �-• N D SUf1'FACE (4 -4C/L g N g C'L'` !NVQ $g Nw Y m y v g^ 100.00' V• O V w w i v v g oh ±^ / 138 n$N `6 'Ftp S!-t�i�' •Cj ibl p +�•. w w �f.1 �' Lj _U p O w w w w w w i FS 2, V ti g • +` �' TQv 0= CU d*X' f1f T g© $ w j n z � w 1� � yi w w L-=39.27' N CURB RTI' �a pti Q01~ M• O h O •• 4j •�.� 5. R3 w pN f(63.11 VCR I: I =6 .//�,/�ry--�� INV�(,/�/ ry�/�� '��� M�y� {��/y� /��� �Q��� _ gy�pp/ /� _ /VT{i{� /l+00 {6TW 13+00 9+00 Woo N+00 f7+00 {o+00 A*W 20+00 CL INTERSECTION 10+00.00 HEART S =T 11+30.09 SMOKESTACK RD. CRO 1+15.09 1C ^ 88 N o T '% • ,N ( N v Ltd re Ld ¢ vto IDA t, c , o z+ V) Z U L,,I CONSTRUCTION NOTES m `t O CONSTRUCT 3- A.C. OVER 6- A.B. (GENERAL LOCAL ROAD) PER MODIFlED R.C~ sm ND U CONSTRUCT TYPE A-6 CURB & GUTIER PER R.C. STD NO. 200 EL Ld¢ CIMVSTRUCT C3/RB RAMP PER R G STD. NO 40,E CASE A CONSTRUCT 4' CONCRETE SIDEWALK PER R.C. STD NO. 401 Ld 3 CONSTRUCT MOIJM CROSS CATTIER & SPANDRELS PER DETAIL ON MEET 2 Z@ C27NSTRUCT CURB RAMP PER R.G STD NO 40?y CASE C ¢ w -IQ O qp g CURVE DATA CURB RAMP DATA RADIUS VALUE I ELEK I 1 1 25.00' 9040'00' 39.27' 25.00' (2> 280.00' 317933' 15309' 7x51' 3 280.00' 424252' 20574' 109.49' (4> 25.00' 95770100' 41.45' 27.28' 5 25.00' 8129103' J5.55 1 21.54' (6> 320.00' 42-42-52- 23556' 125.13' (7> 320.00' 317933' 174.96' 89.72' 8 25.00' 90770'00' 39.27' 2&00' 9 300.00' 3179'33' 164.02' 84.12' f0 300.00' 424252' 223.65' 117.31' � o,r O mam m • - { • F 1 CURB RAMP DATA VALUE I I VALUE I ELEK I 1 1.50X A 117.196 2 4 8 117223 FS 3 7.5X C 1172.17 FS 4 1.5X D 1172.41 TC 6 15'011.5X E 117275 FS 7 2. J'0 OX F 1172.69 FS 84' 8 (; 117283 FS 9 1.5X H 117277 FS 0+00.00 y,..v ml 10+45.00 96 4+49-62 pM. :{ 5 4 CURB RAMP DATA VALUE I VALUE I HER ELEV• I 1 1.50X A 1024:92 TC 2 4 B 1204.51 F5 3 7.. x C 1204.59 FS 4 1.5x D 120120 TC 6 4 75X E 120513 FS 7 55 F 1 19 8 4' G 120118 FS 9 1.5x H f 5 FS 0+00.00 y,..v ml 10+45.00 96 4+49-62 pM. :{ 5 CURB RAMP DATA VALUE I VALUE I HER ELEV I A 12 31 TC 2 2 9 12(74 FS 3 7.5X C 12114.56 FS 4 1.5x D 1205.96 TC 6 ®9 Bsx E 120109 FS 7 4'01.0x F .120115 FS e 4' G 120&17 FS 9 1.5x I H 1120123 FS 97 75 M 74 8 CURBRAMPDATA C-) F- Q O Cr d ¢ VALUE I ojol ELEV I 1/ 12 13 2 4 16 1169,64 FS J. 7.5x C 116158 FS 4 1.5X D 1169.82 TC 6 15or30x E 1170.17 F$ 7 2.44-09.8X F 1170.11 FS 8G BY DATE REVISIONS 117025 FS 9H 11,170.19 FS 75 M 74 0 0 CURB RAMP DATA C-) F- Q O Cr d ¢ 13+72.12 2 ojol 1 J.A118a2l 1/ 12 13 14 15 16 17 0 0 CURB RAMP DATA C-) F- Q O Cr d ¢ �' DIAL Wo WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 1 J.A118a2l TV 2 5 B 118738 FS 3 10 &MX C 1187.18 FS 4 38481Q33 D 1187.491x; 7NE PRIVATE EIIGINEER SIGNING MIX RMS IS RESPONSIBLE FOR ASSLRING TIf AIXAW Aro AOLEPfABILITY OF TIE GfSIGN IEREON. IN THE EVERT OF III =ANO0 ARISING AFTER tCi WY APPROVAL OR MING GAb`IROCRON. Rf PRIVATE PNGREfR 9UQL ff AF�ONSIBE FOR DEiFWIINNi6 AN MPFABLE SO N194 AM REVISING THE RMS FOR APPROVAL BY THE CUM. g v Ld TOLL FREE 1 -BW -227-2600 A PUBLIC SERVICE BY 11 UNDERGROUND SERVICE ALERT MARK BY DATE REVISIONS ENGINEER 0 40810 COUNTY CENTER DR., QRpFESSIpa�� Michael Baker SUITE 100 ��O 0 • TAMr TEMECULA, CA 92591 PHONE: (951) 676-8042 r*+ N T E R N A T I 0 N A L MBAKERINTL.COM No. 60132 ^+ r/ C1 V 1\. � PREPARED BY: JOHN D. TANNER I I I R.C.E. NO. 60132 APPR. DATE lF OF COUNTY DATE o W 11 "CASE C" CURB RAMP DATA VALUE I ELEK I 1 J.A118a2l TV 2 5 B 118738 FS 3 10 &MX C 1187.18 FS 4 38481Q33 D 1187.491x; H: 60 21 CL 0 4010; V�" GRAPHIC SCALE 1 t ' 1 inch - 40 ft TRACT NO. 29598-1 IP N0. 050171 SHEET NO. COUNTY OF RIVERSIDE STREET PLANS 7 SCHEDULE "A" HEARST STREET [OF 8 SHTS OR: W.O. COUNTY KB HOME FILE NO. %J(P*6ZZ 00 0) s a., d a I> J J O v 31Go fncli0 C3 N Q n N a z z Y O 9 00 N V) d Z Q J CL 1 6L H W LLf N a1D c� rn N F C.7 �Q W- N