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941p_sppCONSTRUCTION NOTES COUNTY OF RIVERSIDE STATE HIGHWAY 79 (SR-79/WINCHESTER ROAD) QUANTITIES U1CONSTRUCT MEDIAN WITH 6 -INCH HIGH (TYPE A-6) PCC CURB AND 2 -FOOT WIDE GUTTER (REVERSE SLOPE AT 2% WHERE APPLICABLE) PER RIVERSIDE COUNTY STANDARD NOS. 100A (MODIFIED) AND 200. OCONSTRUCT 8 -INCH HIGH PCC CURB WITH 2 -FOOT WIDE GUTTER PER CALTRANS STANDARD PLAN A87A (TYPE A2-200). TRANSITION TO 6 -INCH HIGH PCC CURB OUTSIDE OF CURB RETURNS. OCONSTRUCT 4 -INCH THICK PCC SIDEWALK PER RIVERSIDE COUNTY STANDARD NOS. 205 AND 401. OCONSTRUCT A.D.A. COMPLIANT PCC CURB ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER CALTRANS STANDARD PLAN A88A (CASE C). CONSTRUCT 0.75 -FOOT THICK AC PAVEMENT OVER 1.70 -FOOT THICK CLASS 2 CAB. (T.1.=12.0) FOR SR-79/WINCHESTER ROAD AND 0.50 -FOOT THICK AC PAVEMENT OVER 1.40 -FOOT THICK CLASS 2 CAB. (T.I.=9.5) FOR BENTON ROAD PER COUNTY OF RIVERSIDE REQUIREMENTS, STANDARDS AND SPECIFICATIONS. JOIN EXISTING AC PAVEMENT TO THE SATISFACTION OF THE STATE REPRESENTATIVE. OCONSTRUCT 8 -INCH THICK PCC COMMERCIAL. DRIVEWAY APPROACH WITH NO, 3 REBAR AT 18 -INCHES O.C. PER RIVERSIDE COUNTY STANDARD NO. 207A (W=40 -FEET; R=15 -FEET). 1�7 CONSTRUCT 4 -INCH THICK PCC MEANDERING SIDEWALK PER RIVERSIDE COUNTY STANDARD NO. 404 (MODIFIED, W=6 -FEET). �8 SAWCUT, REMOVE AND DISPOSE OF EXISTING AC PAVEMENT. OPROTECT IN PLACE EXISTING PCC CURB AND GUTTER. 1 Q CONSTRUCT MEDIAN WITH 6 -INCH HIGH PCC CURB ONLY PER CALTRANS STANDARD PLAN A87A (TYPE Al -150) WHERE CROSS FALL IS AWAY FROM MEDIAN. CONSTRUCT 2400T WIDE x 2 -INCH HIGH SCUPPERS AT 8 -FEET O.C. (SEE SHEET 2 FOR DETAILS). WINCHESTER ROAD/SR-79 MEDIAN TO BE FILLED IN WITH AC PAVEMENT TO THE SATISFACTION OF THE STATE REPRESENTATIVE. 11 REMOVE AND RELOCATE EXISTING HIGH POWER GAS SIGN IF IN CONFLICT WITH PROPOSED SIDEWALK. COORDINATE WITH SOUTHERN CALIFORNIA GAS COMPANY PRIOR TO REMOVAL 12 CONSTRUCT TYPE GT3 DRAINAGE INLET PER CALTRANS STANDARD PLAN NO. D74A (H=3.02 -FEET) AND GUTTER DEPRESSION PER CALTRANS STANDARD PLAN NO. D78 (TYPE GT3 INLET IN GRADE SAG). 93 TRENCH, PROVIDE AND INSTALL NEW 18 -INCH RCP (D-1350). 14 TRENCH, PROVIDE AND INSTALL NEW 36 -INCH CSP (12 GA. MIN.). CONNECT TO EXISTING 36 -INCH CSP WITH CMP ANNULAR COUPLING BAND PER CALTRANS STANDARD PLAN NO. D97A. 15 REMOVE AND RELOCATE EXISTING PIPE INLET AND STEEL GRATE COVER, IF DAMAGED DURING RELOCATION, RECONSTRUCT TYPE OMPI PIPE INLET PER CALTRANS STANDARD PLAN NO. D75A. 16 SEE TRAFFIC SIGNAL LOOP MODIFICATION PLAN (CALTRANS PERMIT NO. 08 -04 -6 -MC -0217, PM 30474, CUP 3359, IP 030089) FOR MODIFICATION OF TRAFFIC SIGNAL FACILITIES. 17 CONSTRUCT 6 -INCH HIGH PCC CURB ONLY PER CALTRANS STANDARD PLAN A87A (TYPE Al -150). 18 CONSTRUCT 18 -INCH RCP PIPE CONNECTION TO EXISTING 36 -INCH CSP STORM DRAIN PER A.P.WA. STANDARD PLAN NO. 335-1 (CASE 3). 19 PROTECT IN PLACE EXISTING SIGN. QCOORDINATE ANY REQUIRED RELOCATION OF CATV UNDERGROUND LINES WITH MIKE PAGANO AT ADELPHIA, (951) 766-4270, EXT. 265, UNDER SEPARATE PERMIT. 21 PROTECT IN PLACE EXISTING STREET LIGHT. 22 REMOVE AND DISPOSE OF EXISTING PGC CURB, GUTTER AND/OR DRIVEWAY APPROACH. 23 CONSTRUCT 6 -INCH THICK (MIN.) PCC PAVEMENT WITH NO. 3 REBAR AT 18 -INCHES O.C. FOR RIGHT -TURN -IN ONLY DRIVEWAY APPROACH WITH 2 -FOOT WIDE GUTTER AND 1 -INCH LIP AT FLOWLINE. 24 CONSTRUCT JUNCTION STRUCTURE PER A.P.WA STANDARD PLAN NO. 331-2. THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, SHALL BE FIELD VERIFIED. 25 COLD PLANE EXISTING AC PAVEMENT TO A DEPTH OF 0.15 -FOOT AND CONSTRUCT CLASS D2 -AR -4000 ASPHALT CONCRETE SURFACE COURSE (0.15 -FOOT MIN.). 26 CONTRACTOR TO GRADE EARTHEN SWALE/EMERGENCY OVERFLOW DITCH (FOR SUMP CONDITION), SWALE SHAT SLOPE 1.0% MIN. TO STORM DRAIN PIPE RISER. 27 CONSTRUCT DRAINAGE INLET PER CALTRANS STANDARD PLAN NO. D73, TYPE G3 (MODIFIED; NO LOCAL DEPRESSION; 'H"=4.31 -FEET). SEE SHEET 2 FOR DETAILS. 28 PROTECT IN PLACE EXISTING ELECTRICAL VAULT. 29 CONSTRUCT MEDIAN WITH 6 -INCH HIGH PCC CURB AND 2 -FOOT WIDE GUTTER PER CALTRANS STANDARD PIAN A87A (TYPE AZ -150) WHERE CROSS FALL IS TOWARD THE MEDIAN. CONSTRUCT 2 -FOOT WIDE x 2 -INCH HIGH SCUPPERS AT 8 -FEET O.C. (SEE SHEET 2 FOR DETAILS). WINCHESTER ROAD/SR-79 MEDIAN TO BE FILLED IN WITH AC PAVEMENT TO THE SATISFACTION OF THE STATE REPRESENTATIVE. FROM STREET LIGHTING PLAN PROVIDE AND INSTALL STREET LIGHT STANDARD, LUMINAIRE MAST ARM AND FOUNDATION PER COUNTY OF RIVERSIDE STANDARD NO. 1001 WITH 135 WATT LOW PRESSURE SODIUM, FULL CUT OFF LUMINAIRE PROVIDING 22,500 LUMENS. VVJ ttrAL 1 RAIVJ L.V VMLJ1INR i G JT J 1 CM) 03 I -VINO 1 mAR-4 1 TO GPS STATION - POINT NO. 109 PER RIVERSIDE COUNTY FIELD BOOK 2208, SURVEY NO. 6278 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. s is responsible for assuring the acmay in the event oI d screpancies arising atter theprivateengineershaftberesponsible MARK BY I DATE and revising the plans for approval by ENGINEER REVISIONS 988 LF. 452 LF. 3,094 S.F. 1 EA. 4,878 S.F./ 2,204 S.F. 932 S.F. 2,303 S.F. 14,883 S.F. 1,046 S.F/ 563 LF. 1 EA 1 EA 172 LF. 1 EA/11 LF. 1 EA. 63 LF. 1 EA 555 LF. 613 S.F. 930 S.F 1 EA. 27,820 S.F. 156 LF. 1 EA 1,046 S.F/ 554 LF. 3 Fk kl•i a,•, ��• SAN DIEGO COUNTY I IMPERIAL COUNTY PROJECT LOCATION MAP NOT TO SCALE THOMAS GUIDE PAGE 929, GRID B1 CASH -IN LIEU -OF -CONSTRUCTION AGREEMENT THE AMOUNT OF $15,906.45 HAS BEEN PAID INTO ACCOUNT #20000-3130100000-230106 FOR THE FUTURE CONSTRUCTION OF THE MEDIAN LOCATED AT WINCHESTER ROAD, WHICH IS NOT FEASIBLE TO BE BUILT AT THIS TIME. FA: �J�F_ft PjV 18117 eR©f ESS/aJ A. pT 9e No. 33954 Ea: 06/30/06 R. DATE TIfTf dfiCAl COUNTY PROJECT I LOCATION BENTON RQAD 19 79 AM ROAD VICINITY MAP NORTHEAST 1/4 TOWNSHIP 7 SOUTH RANGE 2 WEST SECTION 6 INDEX MAP -cp / FLOW CHART COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT QROFESS/aa�` APPROVED BY: �F �SH.KAY-W N�G -, S/ za or I,pl m- No. 30560 KHA A. OT DATE } bpratim 03/31/0 JT et ViANSI ImakA t �Q 9 OF CAl\4�R� R OMMENDED ATE NOT TO SCALE PJW 56120 GENERAL NOTES 1. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL CONFORM TO THE JULY 1999 STANDARD SPECIFICATIONS AND JULY 2004 STANDARD PLANS AND REVISED JULY 2004 STANDARD PLANS. 2a. IT 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. 2b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPERIOWNER SHALL PROVIDE THE COUNTY WITH A COPY OF THE NOI, WITH A VALID WDID NUMBER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (909) 956-6790 FOR PERMIT CASES (C.U., P.U., P.P.), CABAZON AND AREA WEST. PHONE: (909)955-6885 FOR PARCEL MAPS AND TRACT MAPS. 4. 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. 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE 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 TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. 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 TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTI THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT, 8. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 9. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN 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 SECTION 37,39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 10. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499 [WASHINGTONIA (MEXICAN FAN PALM), LAGERSTROEMIA INDICA (CRAPE MYRTLE), AND MAGNOLIA G. "LITTLE GEM" (SOUTHERN MAGNOLIA). 11. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 12. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. 13. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. 14. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPPING 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. 15. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JUSTIN THE PROJECT VICINITY MUST BE REPAIRED, AND /OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. UTILITY COMPANY CONTACTS CONSULTANTS APPLICANT: RFI- DESIGN GROUP, INC. 2401 E. KATRU AVENUE, SUITE 400 A LEIM, CALIFORNIA 92806 ATTN: MAGGIE McLAUGHLIN PHONE NO: (714) 935-0050 EXT. 409 CIVIL ENGINEER: KNR ASSOCIATES 4100 NEWPORT PLACE DRIVE, SUITE 200 NEWPORT BEACH CALIFORNIA 92660 ATTN- JAMES KAWAMURA PHONE NO. (949) 756-6440 SOILS ENGINEER: GEO-ETKA, INC. 739 N. MAIN STREET ORANGE, CALIFORNIA 92868-1105 ATTN: AHMED ALI PHONE NO. (714) 771-6911 CONTACT TELEPHONE NO. PAUL SCHAFFER (909) 335-751:3 i' AN s° 6 JALAL AHMADPOUR R" S° ! RICK UMPHRESS (951) 928-8207 BOB MATHEIS (951) 925-6253 MIKE PAGANO rs CONSULTANTS APPLICANT: RFI- DESIGN GROUP, INC. 2401 E. KATRU AVENUE, SUITE 400 A LEIM, CALIFORNIA 92806 ATTN: MAGGIE McLAUGHLIN PHONE NO: (714) 935-0050 EXT. 409 CIVIL ENGINEER: KNR ASSOCIATES 4100 NEWPORT PLACE DRIVE, SUITE 200 NEWPORT BEACH CALIFORNIA 92660 ATTN- JAMES KAWAMURA PHONE NO. (949) 756-6440 SOILS ENGINEER: GEO-ETKA, INC. 739 N. MAIN STREET ORANGE, CALIFORNIA 92868-1105 ATTN: AHMED ALI PHONE NO. (714) 771-6911 CONTACT TELEPHONE NO. PAUL SCHAFFER (909) 335-751:3 ROBERT AVERA (951) 928-3777 EXT. 4466 JALAL AHMADPOUR (951) 928-3777 EXT. 4426 RICK UMPHRESS (951) 928-8207 BOB MATHEIS (951) 925-6253 MIKE PAGANO (951) 766-4270 SCALE: V=100' CALTRANS PERMIT NO Oi 04 6 MC 0217 INDEX OF SHEETS. SHEET NOS. DESCRIPTION 1 TITLE SHEET 2 BENCHMARK: 3 NUMBER: 2311 CITY AGENCY: CITY OF TEMECUtA nOR n � �__ Usti UR ARMOCII STH^ M1J G/-L'�\V ti SJ DESCRIPTION: 3" BRASS INT, OF RANCHSTAMPCAU INT, OF RANCHO IRSON ROAD AND FRONT TSTREL LOCATION: FROM FRONT IT MILES NW ONFROM STREET-JEFFtRSON AVENUE TO THE INT. OF OF WINCHESTER SON AD(HWYY WINCHESTER) TO rOFw� 79) 5.5 WINCHESTER ROAD ROAD AND CONSULTING ENGINEERS/SURVEYORS/PLANNERS (� � 9 6-644 4100 Newport Place Drive - Supe 200 Tel (949) 75[!-V`F'YV S READ.ILES IN THE BENTON ROAD TO THE INT. OF BENT ROADBENTON D AD MIG ROAD AND BRIpGS READ. IN THE NW COR. OF THE INT. �' NW OF P.P. Newport Beach, Call#omia 92660 Fax (949) 756-6444 FOUNDFBERGLASSXil�,L ON I WITNESS POST V WE&TH MAILBOXES, Ir ONMTOI BR CGS. DESIGN CROSS SECTIONS ELEVATION 1336.240 PAR Y: R.C.E. NO.: 30560 SCALE: DATE: II: T'=100' V: N/A INDEX OF SHEETS. SHEET NOS. DESCRIPTION 1 TITLE SHEET 2 TYPICAL STREET SECTIONS 3 PLAN AND PROFILE (SR-79/WINCHESTER ROAD STA. 1+00 TO STA. 12+0 4 PLAN AND PROFILE (BENTON ROAD S`A. 1+00 TO STA. 11+00) 5 DESIGN CROSS SECTIONS (SR-79/WINCHESTER ROAD STA. 3+75 TO STA. 5+75 6 DESIGN CROSS SECTIONS (SR-791WINCHESTER ROAD STA. 6+00 TO STA. 8+00 7 DESIGN CROSS SECTIONS (SR-79/WINCHESTER ROAD STA. 8+25 TO STA. 9+00 BENTON ROAD STA. 1+75 TO STA. 3+25) 8 DESIGN CROSS SECTIONS (BENTON ROAD STA. 3+50 TO STA. 7+00) STATE HIGHWAY 79 AND BENTON ROAD STREET IMPROVEMENT PLANS TITLE SHEET OF 8 SHTs FQR:w.O. FILE NO. OM4-6-MC-0217 FUTURE FUTURE RW. RX R.W R.W 184.0' 25.0' 134.0' 25,0' FUTURE TRANSPORTATION CORRIDOR EASEMENT C.L. FUTURE TRANSPORTATION CORRIDOR EASEME VARIES 55.0' EX. EDGE OF PAVEMENT I 12.0' 14.0' 7.0' 23.0' 12.0' 20.0' 6.0' 6.0' I PROP. THROUGH PROP. THROUGH LANEPROP. THROUGH PROP. RIGHT TURN LANE PROP. PROP. LANE 14.0 PROP 12.0' GH LANE SIDEWALK PARKWAY THR4.0' TO 2.0' 1 3.0' TO 5.0' (ANE I PROP. MEDIAN TRANSITION 6.0' MAX. I VAR �ES30. .62%g 2.0' 2.0' JOIN FJ(. - 0 (J62Z� - JOIN EX. JOIN EX. EX`AC PAVEMENT VARIES 3.31% - - - `- PROPOSED OVERLAY TO- 5 0 2.0% DC AC PAVEMENT - _ 0.75' OVER PROP. AC PAVEMENT PROP. AC PAVEMENT - 1.70' OVER AB I PROP. CURB AND PROP. CU T1.70' 0.75' PROP. AC PAVEMENT GUTTER PROP. AC MEDIAN OVER AB PROP. SCUPPER PROP. CURB AND SR-79/WINCHESTER ROAD (T.1,=12.0) GUTTER FROM STA. 3+51.79 TO STA. 6+55.93 NOT A COUNTY MAINTAINED ROAD (FROM COUNTY OF RIVERSIDE STANDARD NO. 1ODA "MODIFIED' SCALE: 1`_-8' FUTURE FUTURE R.W. RW R.W R.W. 184.0' 25.0' 1 134.0' 25.0' VARIES C.L. EX. EDGE OF PAVEMENT 12.0' 14.0' 7.0' 21.0' PROP. THROUGH PROP. THROUGH LANE PR LANE 2.0' 14.0' 12.0' PROP. MEDIAN PROP. THROUGH 2.0' 2.0' LANE -VARES 0.02% JOIN EX. J IN Ex. I TO 3.62% _ E)(. AC PAVEMENT EX. AC PAVEMENT - - PR01 7 ,� PROP. AC PAVEMENT i' - i T 1.70' 0 5 OVER AB PROP. AC PAVEMENT PROP. CURB AND OVER AB GUTTER PROP. CURB 1.70' PROP. SCUPPER PROP. AC MEDIAN SR-79/WINCHESTER ROAD (T.1.=12.0) FROM STA. 6+55.93 TO STA. 9+04.93 R.W. NOT A COUNTY MAINTAINED ROAD (FROM COUNTY OF RIVERSIDE STANDARD NO. 1ODA °MODIFIED°) SCALE: 1'=8' 55.0' m 16.0' TO 20.0' PROP. RIGHT TURN LANE PROP. SIDEWALK VARIES; 6.0' TO 9.0' MAX. VARIES 350% JOIN EX. TO 6, 9 2.O% 75 PROP. AC PAVEMENT OVER AB PROP. CURB AND GUTTER 110.0' C.L 21.0' 18.0' 23.0' 11.0' 11.0' 4.0' 13.0' 30.0' FUTURE PARKWAY WITH EX. RIGHT TURN LANE EX. LEFT TURN LEFT TURN IMEOMEX. THROUGH LANE EX. THROUGH LANE MEANDERING SIDEWALK (BY OTHERS) LANE LANE 3.0' 0' TO 12.0' TRANSITION VARIES (0.42%) IN '*D 20 VARIES 0.94%TO 2709 JO EXOIN EX.( ) EX. AC PAVEMENT EX. AC PAVEMENTPROP. AC PAVEMENTOP. AC PAVEMENTGUTTER 140'- PROP. CURB AND. CURB AND GUTTERQ, 0.50GUTTER . THICK PCC MEDIAN BENTON ROAD (T.1.=9.5) FROM STA. 1+91.30 TO STA. 4+79.37 (FROM COUNTY OF RIVERSIDE STANDARD NO. 100A "MODIFIED') SCALE: 1 "=8' r VrVrc�, rrwwr ViNtfulVP1 WnrgVVr% GFlJEmrml I I 1 6.0 PROP. PARKWAY I I I I EX. CURB AND GUTTER 110.0' C.L 21.0' 41.0' 14.0' MAX. 6.0' 12.0' 12.0' 25.0' 21.0' FUTURE PARKWAY WITH VARIES EX. THROUGH LANE EX. THROUGH LANE EX. RIGHT TURN LANE PROP. PARKWAY WITH MEANDERING SIDEWALK (BY OTHERS) 4.0' 0' TO 10.0' MEANDERING SIDEWALK PROP. MEDIAN TRANSITION _ 2.0' VARIES 0.42% JOIN EX, JI OIN EX.' VARIES .70% - TO 2.709) EX. AS PAVEMENT - EX. AC PAVEMENT- TO 7f44% YPROP. AC PAVEMENT PROP. AC PAVEMENT TEX. CURB AND - TIEX. CURB AND 0.50 PROP. CURB AND 0.50 GUTTER 140 PROP. CURB AND 1.40' GUTTER GUTTER GUTTER PROP. 4' THICK PCC MEDIAN BENTON ROAD (T.1. =9.5) FROM STA. 4+79.37 TO STA, 6+80.47 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCEUNTIL AN ENCROACHMENT PERMIT ANDiOR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible MARK BY DATE for dete"ning an acceptable solution and revising the plans for approval b the y ENGINEER (FROM COUNTY OF RIVERSIDE STANDARD NO. 100A "MODIFIED' SCALE. 1"4' SEAL -COUNTY COUNTY OF RIVERSIDE �o QROFESS/,, TRANSPORTATION DEPARTMENT A. ©Ty°yr ^y APPROVED BY: m � Z a a No. 33950 y / } Expr°6m. 06KHA A. OT AN DATE REVISIONS APPR. DATE �TQlf FI COUNTY RErr)94041mnl 0 DTE QROFESS/p+ KANgG� Fyc3 or No. 30560 Fxpiratian; t}3/31(� T fYt� �e 9T£ F CA4.tF��� MATCH CURB r"' TYPE A SHOWN 18" RCP 1:4 (12: GENERAL NOTES: 1. PER COUNTY OF RIVERSIDE ROAD IMPROVEMENT STANDARDS AND SPECIFICATIONS, STATE HIGHWAY 79 (SR-79/WINCHESTER ROAD) SHALL HAVE A T.I. OF 12.0 (0.75' AC/1.70' CLASS 2 C.A.B.) AND BENTON ROAD SHALL HAVE A T.I. OF 9.5 (0.50' AC/1.40' CLASS 2 C.A.B.) FOR ANY PROPOSED AC PAVEMENT REPLACEMENT WITHIN THESE LIMITS OF WORK. 2. SEE SIGNING AND STRIPING PLANS FOR TRAFFIC LANE STRIPING CONFIGURATIONS (TYP.). ABBREVIATIONS: A AIR LP LOW POINT AB AGGREGATE BASE MB MNL BOX AC ASPHALT CONCRETE MOD. MODIFIED ACP ASBESTOS -CEMENT PIPE PROP. NEW / PROPOSED BC BEGIN CURVE NP NEWSPAPER STAND BO WATER UNE BLOWOFF OG ORIGINAL GRADE BR BEGIN RAILING PCC PORTLAND CEMENT CONCRETE BW BACK OF WALK PED ABOVE GROUND UTILITY PEDESTAL BOW BOTTOM OF WATER LINE PG PROPOSED GRADE C.A.B. CRUSHED AGGREGATE BASE PIV POST INDICATOR VALVE CATV CABLE TELEVISION PL PROPERTY LINE CB CATCH BASIN PM PARKING METER CL CENTERLINE PVC POLYVINYL CHLORIDE PIPE DCDA DOUBLE CHECK DETECTOR ASSEMBLY PVI POINT OF VERTICAL INTERSECTION DIP DUCTILE IRON PIPE RW RIGHT-OF-WAY DWY DRIVEWAY S SEWER EC END CURVE SCO SEWER CLEANOUT EG EDGE OF GUTTER SD STORM DRAIN ELEC ELECTRICAL SDMH STORM DRAIN MANHOLE EMH ELECTRICAL MANHOLE SLC STREET LIGHT CONDUIT EP EDGE OF PAVEMENT SMH SEWER MANHOLE ER END RAILING SW SIDEWALK EV ELECTRICAL VAULT VENT TELE TELEPHONE EX EXISTING TMH TELEPHONE MANHOLE FG FINISH GROUND TC TOP OF CURB FDC FIRE DEPARTMENT CONNECTION TG TOP OF GRATE FH FIRE HYDRANT TOP TOP OF PIPE FL FLOW LINE TOS TOP OF STAIR FS FINISH SURFACE TSC TRAFFIC SIGNAL CONDUIT G GAS TS TRAFFIC SIGNAL EQUIP. GB GRADE BREAK TW TOP OF WALL GV GAS VALVE VCP VITRIFIED CLAY PIPE HP HIGH POINT W WATER INV INVERT WM WATER METER IRR IRRIGATION WV WATER VALVE LG UP OF GUTTER YL YARD LIGHT OR AS DIRECTED EXIST. PAVEMENT-\ u JOIN DETAIL SAME SLOPE AS GUTTER SCALE: NONE /G I LE\ TYPE 600 NEW PAVEMENT o; N L-- 6- NOTE. 6" 2.0' 6' 7 1/2" 2.0' ( _- NOTE: SEE CALTRANS STD. D73 FOR ADDITIONAL NOTES. CALTRANS STD. D73 TYPE G3 (MOD.) SCALE: 1 "=2' SCUPPER {TYP.) TOP OF CURB 1/4" THICK STEEL AC PAVEMENT 8.0' O.C. RECTANGULAR TUBING TYR A (SCUPPER) FLOWUNE FS F.S. 2.0'7 00 ©d� OddOdD0�0 E TYP. FLOWLtNE UP Of GUTTER A BOTTOM OF CURB MEDIAN CURB ELEVATION �o aid Od addd �d$I SCUPPER DETAIL SECTION A -A ■® SCALE: 1""/-�2' BENCHMARK: �+ p�} +� /gyp PM 30474 (CUP 3359) IP 030089 SHEET NO. bba�rftkm� KHR 0880000 T LE8 SEE SHEET 1 STATE HIGHWAY 79 AND BENTON ROAD STREET IMPROVEMENT PLANS 2 CONSULTING ENGINEERS/SURVEYORS/PLANNERS 4100 Newport Place Drive -Suite 200 Tel (949) 756-6440 Newport Beach, California 92660 Fax (949) 756-6444 TYPICAL STREET SECTIONS OF SHTS y P Y: R.C.E. NO.: 30560 DATE: �m FOR: W.O. COUNTY FILE NO. 08 -04 -6 -MC -0217 SCALE: H: SEE PLAN V: N/A `*19t- l e _­ — — — — — — — --- — — — — — — — — — — — — — — — — ---- 8+00 /—EX. RIP -RAP 1-3-42 PROPOSED wnxy zrop ac, a#?B 55.17RT JOIN S( C&G -340 9— 777 Z77 S5704'40V SHEET NO. 3 44�99' 1 1,344- ..... ... .. (MODIFIED; NO LOCAL DEPRESSION; "H"�-4.31-FEEI`). 2 FOR DETAILS. SEE TRAFFIC SIGNAL LOOP MODIFICATION PLAN (CALTRANS PERMIT NO. 08 -04 -6 -MC -0217, 10 CONSTRUCT MEDIAN WITH 6 -INCH HIGH PCC CURB ONLY PER CAI -TRANS STANDARD a n28 PROTECT IN PLACE EXISTING ELECTRICAL VAULT. PM 30474, CUP 3359, IP 030089) FOR MODIFICATION PLAN A87A (TYPE Al -1-50) WHERE CROSS FALL IS AWAY FROM MEDIAN. CONSTRUCT15 OF TRAFFIC SIGNAL FACILj'nEs. 14 CURB 14T27' 17" 1,4 4 N 2.57' �-1 34-2 CURB 7 45.00' 15.21' _APPR. 1 KHAI,�WA. OTHK44 DATE � _*�� W . V Aa�aA WWV TT R905MMENDED IbATE fe r., os DATE PREPARE, R.C.E.NO.: 30560 - r2p� DATE: -�Z� FOR:W.O. 342 1 at 4 COUNTY q4I P 51 133_ 7 1333 S}, 05 SCALE HORIZONTAL 1 p = 401 VERTICAL 11 = 4' 9+00 10+00 11+00 12+00 _­ — — — — — — — --- — — — — — — — — — — — — — — — — ---- 8+00 /—EX. RIP -RAP EX. EDGE OF -\ PAVEMENT 86\ 1P 2+00 1+00 1-3-42 fe 55.17RT JOIN S( C&G -340 9— 777 Z77 S5704'40V SHEET NO. 3 44�99' 1 1,344- ..... ... .. (MODIFIED; NO LOCAL DEPRESSION; "H"�-4.31-FEEI`). 2 FOR DETAILS. SEE TRAFFIC SIGNAL LOOP MODIFICATION PLAN (CALTRANS PERMIT NO. 08 -04 -6 -MC -0217, 10 CONSTRUCT MEDIAN WITH 6 -INCH HIGH PCC CURB ONLY PER CAI -TRANS STANDARD a n28 PROTECT IN PLACE EXISTING ELECTRICAL VAULT. PM 30474, CUP 3359, IP 030089) FOR MODIFICATION PLAN A87A (TYPE Al -1-50) WHERE CROSS FALL IS AWAY FROM MEDIAN. CONSTRUCT15 OF TRAFFIC SIGNAL FACILj'nEs. 14 CURB 14T27' 17" 1.00' 2.57' �-1 34-2 CURB 7 45.00' 15.21' _APPR. 1 KHAI,�WA. OTHK44 DATE � _*�� W . V Aa�aA WWV TT R905MMENDED IbATE fe r., os DATE PREPARE, R.C.E.NO.: 30560 - r2p� DATE: -�Z� FOR:W.O. 342 1 at 4 COUNTY q4I P 51 133_ 7 1333 S}, SCALE HORIZONTAL 1 p = 401 VERTICAL 11 = 4' 9+00 10+00 11+00 12+00 EX. EDGE OF -\ PAVEMENT 86\ 1P 2+00 1+00 �­W6 I—— SEE ON -0E IMPROVEMENT PLANS (BY 07ft-ffS) FOR CON77AVAWN DRIVEWAY DETAIL SC&E I *=2W OLUME."I LMIR Rr_rEj%rjT�C Vv VR ;L rulf nr_wvlfNr-u TWA-VI'MirLaw Vr %^IV VfWrT%'0jVVVM� Ufvr.a Ififn WHINE. rAvmk Vj U2 CONSTRUCT 8 -INCH HIGH PCC CURB WITH 2 -FOOT WIDE GUTTER PER C&TRANS STANDARD (11) REMOVE AND RELOCATE EXISTING HIGH POWER GAS SIGN IF IN CONFLICT WITH kt,11 AT ADELPHIA, (951) 766-4270, EXT. 265, UNDER SEPARATE PERMIT. SEGMENT DATA SEGMENT DATA PLAN A87A (TYPE A2-200). TRANSITION TO 6 -INCH HIGH PCC CURB OUTSIDE OF CURB RETURNS. PROPOSED SIDEWALK. COORDINATE WITH SOUTHERN C&IFORNIA GAS COMPANY SEGMENT LOCAMON BEARING OR A RADIUS LENGTH SEGMENT LOCATION BEARING OR RADIUS LENGTH CONSTRUCTION NOTE REFERENCEPRIOR4-INCH THICK PCC SIDEWALK PER RIVERSIDE COUNTY STANDARD NOS. PRIOR TO REMOVAL @ REMOVE AND DISPOSE OF EXISTING PCC CURB, GUTTER AND/OR DRIVEWAY APPROACH, (D 205 AND 401.12 @ CONSTRUCT TYPE GT3 DRAINAGE INLET PER CALTRANS STANDARD PLAN NO. D74A CONSTRUCT 6 -INCH THICK (MIN.) PCC PAVEMENT WITH NO. 3 REBAR AT 18 -INCHES MEDIAN 180'OWDOO 2.00' 6.28' 7 MEDIAN 03'01'45'03'01'45'3,503.00' 184.175 AC 4k PCC PAVEMENT RD"AL AREA CONSTRUCT A.DA COMPLIANT PCC CURB ACCESS RAMP WITH DETECTABLE WARNING TYPE AND GUTTER DEPRESSION PER CALTRANS STANDARD PLAN NO. D78 D.C. FOR RIGHT -TURN -IN ONLY DRIVEWAY APPROACH WITH 2 -FOOT WIDE GUTTER AND �Q MEDIAN 09'02'40" 3,507.00' 554.25' S.D.C.L. S3630`06"W - 56.28' SURFACE PER CALTRANS STANDARD PLAN A88A (CASE C). (TYPE GT3 INLET IN GRADE SAG), 1 -INCH LIP AT FLOWLINE MEDIAN 180'00,000 1.00, 3.14' CURB 04'09'17* 3451.00' 250.M NEW AC PAVEMENT AREA CONSTRUCT 0.75 -FOOT THICK AC PAVEMENT OVER 1.70 -FOOT THICK CLASS 2 @ TRENCH, PROVIDE AND INSTALL NEW 18 -INCH RCP (D-1,350). CONSTRUCT JUNCTION STRUCTURE PER KP.W,,k STANDARD PLAN NO. 331-2. THE I I C.A.B. (T.I.=12.0) FOR SR-79/WINCHESTER ROAD AND 0.50400T THICK AC EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, SHALL BE FIELD VERIFIED. MEDIAN OjrO4'36" 3,505.00' 249.00' CURB S4T23'001 - 10.02' r --------- I PAVEMENT OVER 1.40 -FOOT THICK CLASS 2 C.A.B. (T.I.=9.5) FOR BENTON ROAD TRENCH, PROVIDE AND INSTALL NEW 36 -INCH CSP (12 GA. MIN.). CONNECT TO COLD PLANE EXISTING AC PAVEMENT TO A DEPTH OF 0.15 -FOOT AND CONSTRUCT 11 1 , c1l AC PAVEMENT OVERLAY PER COUNTY OF RIVERSIDE REQUIREMENTS, STANDARDS AND SPECIFICATIONS. JOIN EXISTING 36 -INCH CSP WITH CMP ANNULAR COUPLING BAND PER CAI -TRANS CLASS D2 -AR -4000 ASPHALT CONCRETE SURFACE COURSE (0.15 -FOOT MIN.). MEDIAN 0753'26" 1,189.34! 60.01' 11 S.D.C.L. N44!45tO8*E 117.97' EXISTING AC PAVEMENT TO THE SATISFACTION OF THE STATE REPRESENTATIVE. STANDARD PLAN NO, D97A. CONTRACTOR TO GRADE EARTHEN SWALE/EMERGENCY OVERFLOW DITCH (FOR SUMP <6) MEDIAN W5543* 3,70110' 59.98' 12 S.D.C.L. N4Y43'1 7"W 10.93, SAWCUT/OVERLAY LINE O SAWCUT, REMOVE AND DISPOSE OF EXISTING AC PAVEMENT. 15 REMOVE AND RELOCATE EXISTING PIPE INLET AND STEEL GRATE COVER. IF DAMAGED CONDITION). SWALE SHALL SLOPE 1.0% MIN. TO STORM DRAIN PIPE RISER. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT HAS BEEN ISSUED. The private engineer %M these plane ts; nnVonabe for assuring the accuracy and acceptability of the design hemon. In the event of disontitancies arising courtly approval or during construction, the private engineer shall be resp MARK BY DATE for determining an axaptaitte, solution and revising the plans for approval by the mumv- ENGINEER SEAL -COUNTY Q%DFESS/o * A' o . Fy� No. 33950 Expahm. 0mv N OF CAO 55.17RT JOIN S( C&G SEAL -ENGINEER �?'OFESS/0* K A #4 No. 30560 mm E*rofm 03/31/ga Vj OF' CALIF OF' CA 9— 777 Z77 �­W6 I—— SEE ON -0E IMPROVEMENT PLANS (BY 07ft-ffS) FOR CON77AVAWN DRIVEWAY DETAIL SC&E I *=2W OLUME."I LMIR Rr_rEj%rjT�C Vv VR ;L rulf nr_wvlfNr-u TWA-VI'MirLaw Vr %^IV VfWrT%'0jVVVM� Ufvr.a Ififn WHINE. rAvmk Vj U2 CONSTRUCT 8 -INCH HIGH PCC CURB WITH 2 -FOOT WIDE GUTTER PER C&TRANS STANDARD (11) REMOVE AND RELOCATE EXISTING HIGH POWER GAS SIGN IF IN CONFLICT WITH kt,11 AT ADELPHIA, (951) 766-4270, EXT. 265, UNDER SEPARATE PERMIT. SEGMENT DATA SEGMENT DATA PLAN A87A (TYPE A2-200). TRANSITION TO 6 -INCH HIGH PCC CURB OUTSIDE OF CURB RETURNS. PROPOSED SIDEWALK. COORDINATE WITH SOUTHERN C&IFORNIA GAS COMPANY SEGMENT LOCAMON BEARING OR A RADIUS LENGTH SEGMENT LOCATION BEARING OR RADIUS LENGTH CONSTRUCTION NOTE REFERENCEPRIOR4-INCH THICK PCC SIDEWALK PER RIVERSIDE COUNTY STANDARD NOS. PRIOR TO REMOVAL @ REMOVE AND DISPOSE OF EXISTING PCC CURB, GUTTER AND/OR DRIVEWAY APPROACH, (D 205 AND 401.12 @ CONSTRUCT TYPE GT3 DRAINAGE INLET PER CALTRANS STANDARD PLAN NO. D74A CONSTRUCT 6 -INCH THICK (MIN.) PCC PAVEMENT WITH NO. 3 REBAR AT 18 -INCHES MEDIAN 180'OWDOO 2.00' 6.28' 7 MEDIAN 03'01'45'03'01'45'3,503.00' 184.175 AC 4k PCC PAVEMENT RD"AL AREA CONSTRUCT A.DA COMPLIANT PCC CURB ACCESS RAMP WITH DETECTABLE WARNING TYPE AND GUTTER DEPRESSION PER CALTRANS STANDARD PLAN NO. D78 D.C. FOR RIGHT -TURN -IN ONLY DRIVEWAY APPROACH WITH 2 -FOOT WIDE GUTTER AND �Q MEDIAN 09'02'40" 3,507.00' 554.25' S.D.C.L. S3630`06"W - 56.28' SURFACE PER CALTRANS STANDARD PLAN A88A (CASE C). (TYPE GT3 INLET IN GRADE SAG), 1 -INCH LIP AT FLOWLINE MEDIAN 180'00,000 1.00, 3.14' CURB 04'09'17* 3451.00' 250.M NEW AC PAVEMENT AREA CONSTRUCT 0.75 -FOOT THICK AC PAVEMENT OVER 1.70 -FOOT THICK CLASS 2 @ TRENCH, PROVIDE AND INSTALL NEW 18 -INCH RCP (D-1,350). CONSTRUCT JUNCTION STRUCTURE PER KP.W,,k STANDARD PLAN NO. 331-2. THE I I C.A.B. (T.I.=12.0) FOR SR-79/WINCHESTER ROAD AND 0.50400T THICK AC EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, SHALL BE FIELD VERIFIED. MEDIAN OjrO4'36" 3,505.00' 249.00' CURB S4T23'001 - 10.02' r --------- I PAVEMENT OVER 1.40 -FOOT THICK CLASS 2 C.A.B. (T.I.=9.5) FOR BENTON ROAD TRENCH, PROVIDE AND INSTALL NEW 36 -INCH CSP (12 GA. MIN.). CONNECT TO COLD PLANE EXISTING AC PAVEMENT TO A DEPTH OF 0.15 -FOOT AND CONSTRUCT 11 1 , c1l AC PAVEMENT OVERLAY PER COUNTY OF RIVERSIDE REQUIREMENTS, STANDARDS AND SPECIFICATIONS. JOIN EXISTING 36 -INCH CSP WITH CMP ANNULAR COUPLING BAND PER CAI -TRANS CLASS D2 -AR -4000 ASPHALT CONCRETE SURFACE COURSE (0.15 -FOOT MIN.). MEDIAN 0753'26" 1,189.34! 60.01' 11 S.D.C.L. N44!45tO8*E 117.97' EXISTING AC PAVEMENT TO THE SATISFACTION OF THE STATE REPRESENTATIVE. STANDARD PLAN NO, D97A. CONTRACTOR TO GRADE EARTHEN SWALE/EMERGENCY OVERFLOW DITCH (FOR SUMP <6) MEDIAN W5543* 3,70110' 59.98' 12 S.D.C.L. N4Y43'1 7"W 10.93, SAWCUT/OVERLAY LINE O SAWCUT, REMOVE AND DISPOSE OF EXISTING AC PAVEMENT. 15 REMOVE AND RELOCATE EXISTING PIPE INLET AND STEEL GRATE COVER. IF DAMAGED CONDITION). SWALE SHALL SLOPE 1.0% MIN. TO STORM DRAIN PIPE RISER. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT HAS BEEN ISSUED. The private engineer %M these plane ts; nnVonabe for assuring the accuracy and acceptability of the design hemon. In the event of disontitancies arising courtly approval or during construction, the private engineer shall be resp MARK BY DATE for determining an axaptaitte, solution and revising the plans for approval by the mumv- ENGINEER REVISIONS DETAILS). WINCHESTER ROAD/SR-79 MEDIAN TO BE FILLED IN WITH AC PAVEMENT (ITTIE Al -150). CALTRANS STANDARD PLAN A87A (TYPE A2-150) WHERE CROSS FALL IS TOWARD THE TO THE SATISFACTION OF THE STATE REPRESENTATIVE. 18 O CONSTRUCT 18 -INCH RCP PIPE CONNECTION TO EXISTING 36 -INCH CSP STORM DRAIN MEDIAN. CONSTRUCT 2-FODT WIDE x 2 -INCH HIGH SCUPPERS AT 8 -FEET O.C. (SEE PER A.P.W.A. STANDARD PLAN NO. 335-1 (CASE 3). SHEET 2 FOR DETAILS). WINCHESTER ROAD/SR-79 MEDIAN TO BE FILLED IN WITH AC PAVEMENT TO THE SATISFACTION OF THE STATE REPRESENTATIVE. SEAL -COUNTY Q%DFESS/o * A' o . Fy� No. 33950 Expahm. 0mv N OF CAO DURING REMAIRN, RECONSTRUCT TYPE OMPI PIPE INLET PER CALTRANS STANDARD CATRANS STANDARD PLAN NO. D73, TYPE G3 PROTECT IN PLACE EXISTING PCC CURB AND GUTTER. PLAN NO. D75k @ CONSTRUCT DRAINAGE INLET PECA PLAN (D SEAL -ENGINEER �?'OFESS/0* K A #4 No. 30560 mm E*rofm 03/31/ga Vj OF' CALIF OF' CA 9— CURB S5704'40V SHEET NO. 3 44�99' 1 - 1 (MODIFIED; NO LOCAL DEPRESSION; "H"�-4.31-FEEI`). 2 FOR DETAILS. SEE TRAFFIC SIGNAL LOOP MODIFICATION PLAN (CALTRANS PERMIT NO. 08 -04 -6 -MC -0217, 10 CONSTRUCT MEDIAN WITH 6 -INCH HIGH PCC CURB ONLY PER CAI -TRANS STANDARD a n28 PROTECT IN PLACE EXISTING ELECTRICAL VAULT. PM 30474, CUP 3359, IP 030089) FOR MODIFICATION PLAN A87A (TYPE Al -1-50) WHERE CROSS FALL IS AWAY FROM MEDIAN. CONSTRUCT15 OF TRAFFIC SIGNAL FACILj'nEs. 14 CURB 14T27' 17" 1.00' 2.57' CURB 19*21'56" 45.00' 15.21' _APPR. 1 KHAI,�WA. OTHK44 DATE � _*�� W . V Aa�aA WWV TT R905MMENDED IbATE 2 -FOOT WIDE x 2 -INCH HIGH SCUPPERS AT 8 -FEET O.C. (SEE SHEET 2 FOR 17 CONSTRUCT 6 -INCH HIGH PCC CURB ONLY PER CALTRANS STANDARD PLAN A87A n2g CONSTRUCT MEDIAN WITH 6 -INCH HIGH PCC CURB AND 2 -FOOT WIDE GUTTER PER DATE REVISIONS DETAILS). WINCHESTER ROAD/SR-79 MEDIAN TO BE FILLED IN WITH AC PAVEMENT (ITTIE Al -150). CALTRANS STANDARD PLAN A87A (TYPE A2-150) WHERE CROSS FALL IS TOWARD THE TO THE SATISFACTION OF THE STATE REPRESENTATIVE. 18 O CONSTRUCT 18 -INCH RCP PIPE CONNECTION TO EXISTING 36 -INCH CSP STORM DRAIN MEDIAN. CONSTRUCT 2-FODT WIDE x 2 -INCH HIGH SCUPPERS AT 8 -FEET O.C. (SEE PER A.P.W.A. STANDARD PLAN NO. 335-1 (CASE 3). SHEET 2 FOR DETAILS). WINCHESTER ROAD/SR-79 MEDIAN TO BE FILLED IN WITH AC PAVEMENT TO THE SATISFACTION OF THE STATE REPRESENTATIVE. SEAL -COUNTY Q%DFESS/o * A' o . Fy� No. 33950 Expahm. 0mv N OF CAO COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: SZ.I SEAL -ENGINEER �?'OFESS/0* K A #4 No. 30560 mm E*rofm 03/31/ga Vj OF' CALIF OF' CA ppmp"�� A KHR SSOCOATHE BENCHMARK:PM SEE SHEET 1 30474 (CUP 3359) IP 030089 SHEET NO. 3 STATE HIGHWAY 79 AND BENTON ROAD STREET IMPROVEMENT PLANS WINCHESTER ROAD (STA. 1 +00 TO 12+00) CONSULTING ENGINEERS/SURVERS YO/PLANNERS 4100 Newport Place Drive -Sidle 200 Tel (949) 756-6440 Newport Beach, Califiomia 92660 Fax (949) 756-6� OF 8 sHTS t _APPR. 1 KHAI,�WA. OTHK44 DATE � _*�� W . V Aa�aA WWV TT R905MMENDED IbATE DATE PREPARE, R.C.E.NO.: 30560 - r2p� DATE: -�Z� FOR:W.O. COUNTY FILE NO. 08 -04 -6 -MC -0217 I SCALE: 111=40, V: =,V I H: COUNTY q4I P (1 CONSTRUCT MEDIAN WITH 6 -INCH HIGH (TYPE A-6) PCC CURB AND 2 -FOOT WIDE rv� .- - - GUTTER (REVERSE SLOPE AT 27. WHERE APPLICABLE) PER RIVERSIDE COUNTY STANDARD NOS. 100A (MODIFIED) AND 200. WINCHESTER ROAD/SR-79 MEDIAN TO BE FILLED IN PARCEL l a, ��kp0 / WITH AC PAVEMENT TO THE SATISFACTION OF THE STATE REPRESENTATIVE. f 9 i PAA 56/20 } CONSTRUCT 4 -INCH THICK PCC SIDEWALK PER RIVERSIDE COUNTY STANDARD NOS. 7k39 6 / 205 AND 401. ' f 4r� _20 _� o�. � R4 Oa�' - �.� CONSTRUCT A.D.A. COMPLIANT PCC CURB ACCESS RAMP WITH DETECTABLE WARNING t "= o oaµEy(U C akpp / - % �� SURFACE PER CALTRANS STANDARD PLAN A88A (CASE C). j L f }sin 5 CONSTRUCT 0.75-F007 THICK AC PAVEMENT OVER L70 -FOOT THICK CLASS 2 S C.A.B. (T.I.=12.0) FOR SR-79/WINCHESTER ROAD AND 0.50 -FOOT THICK AC i a � BrEJ�T�JN R�j:�D - ° "" n v / ' �'� PAVEMENT OVER 1.40 -FOOT THICK CLASS 2 C.A.B. (T.1.=9.5) FOR BENTON ROAD o ----EX RW. --------- - 6 +Op � �g � �EXISTINPER G AC AVEMEENNTY OF T TO THE SATISFACTION TO DTTHHE STDS ATE REPRESENTATIVE.S. JOIN 8 .r►1 e p m ER EX. CURB / \1� CONSTRUCT 8 -INCH THICK PCG COMMERCIAL DRIVEWAY APPROACH WITH N0. 3 REBAR AT EXISTING AC PAVEMENT 5 �oo� 5 n v 1 18 -INCHES O.C. PER RIVERSIDE COUNTY STANDARD NO. 207A (W=40 -FEET; R=15 -FEET). PARCEL 4 t g o, g 4 ?� ' S orb �� O CONSTRUCT 4 -INCH THICK PCC MEANDERING SIDEWALK PER RIVERSIDE COUNTY PAd ABI17 W _ t00 7 1 \ STANDARD N0. 404 (MODIFIED, W=6'). Q4 o ov of $ 5 0 0 1 - 3 G�' _ o / �8 SAWCUT, REMOVE AND DISPOSE OF EXISTING AC PAVEMENT. _ " +00 0 4 M 3+00 2 4+00 5+00 $ w o o " 9 PROTECT IN PLACE EXISTING PCC CURB AND GUTTER. WIHCHESID? RD 10+00.©0 a, 4 v O k A BiA7t)N RD 1 +0000 5 G o cis 5 7 .. i ,��0 tit 21 0 SAWCUT SEE DRIVEWAY 19 PROTECT IN PLACE EXISTING SIGN. t �xg 2p4 10 DETAIL BELOW I g a' 9 <, IXISTING AC PAVEMENT .� 21 1 — — w^ 50 CURB & GUM �, _ � - *�O�'�p��R�F, ` '.e,�G \`\ � � ��R 21 PROTECT IN PLACE EXISTING STREET LIGHT. RE ---3 EW EX. E�LEC p(, _R.IM . ,ny =I� JOIN �t,,,e `� 22 REMOVE AND DISPOSE OF EXISTING PCC CURB, GUTTER AND/OR DRIVEWAY APPROACH. 4 _ v Mme' N UI --C'4 ' e PA 455.PM 3047 3 PARCEL "t O __-- F 4 i + t 19 i— o P1Yl 30474 v PARCEL PM 301174 �i t i �oy z \ SEE SHEET 3 0 $ LEGEND: IV 5 A RADIUS LENGTH c cNi, SAWCUT 09'46'34" SEGMENT DATA REFERENCE 1,312.00' 223.86' ,. CONSTRUCTION NOTE REFERENCE 89'22'22" 0 11 12 15.00' 23.40' -EX R,W ....,,.� 8741157" MEDIAN 15.00' AC &PCC PAVEMENT REMOVAL AREA 5C 0 T d' /jJ} "ilJJ <cr:FS .� 1,342.91 BW f3AZ2 f NEW AC PAVEMENT AREA " PROP R.W. a 6RE o"n sa o E SAWCUT/OVERLAY LINE 80 40 0 40 80 IDG YOU DIG DRIVEWAY DETAIL SCALE IN FEET _ FREE 1.800.M4600 SCALE. 1`4V NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design harem. in the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible MARK BY DATE for determining an acceptable solution and revising the plans for approval by the county. ENGINEER JtAL-UUUN 1 Y JCAL-CIV/ fr4r_M [ COUNTY OF RIVERSIDE BENCHMARK: QROFESS/Qy TRANSPORTATION DEPARTMENT QLtOFESS/p ppp � n A•OTy99< ^c APPROVED BY: y�c�t1.KAKqF� _M�� KHR ABROCHATER SEE SHEET 1 9 z CONSULTING ENGINEERS/SURVEYORS/PLANNERS No. 33950 4/ ?w a No. 30560 4100 Newport Place Drive -Suite 200 Tel (949) 756-6440 n : os�s0/os KHAL A. OT AN DATE Evrow. 43/31/08 Newport Beach, California 92660 Fax (949) 756-6444 • `fl ClV1�- "P ST L'1V4L �P REVISIONS APPR. DATE 9l OF CA`�FO�� 9TFOF CAL\fpR� PREPARED R.C.E. NO.: 30560 SCALE: COUNTY RECOMMENDED ATE �0 �� 1����- DATE: ,a H: 1,_40` V:_ SEGMENT DATA SEGMENT DATA MEDIAN SEGMENT LOCATION BEARING OR A RADIUS LENGTH 10 MEDIAN 09'46'34" 223.21' 1,312.00' 223.86' 11 CURB 89'22'22" 4� 15.00' 23.40' 12 CURB 8741157" MEDIAN 15.00' 22.96' JtAL-UUUN 1 Y JCAL-CIV/ fr4r_M [ COUNTY OF RIVERSIDE BENCHMARK: QROFESS/Qy TRANSPORTATION DEPARTMENT QLtOFESS/p ppp � n A•OTy99< ^c APPROVED BY: y�c�t1.KAKqF� _M�� KHR ABROCHATER SEE SHEET 1 9 z CONSULTING ENGINEERS/SURVEYORS/PLANNERS No. 33950 4/ ?w a No. 30560 4100 Newport Place Drive -Suite 200 Tel (949) 756-6440 n : os�s0/os KHAL A. OT AN DATE Evrow. 43/31/08 Newport Beach, California 92660 Fax (949) 756-6444 • `fl ClV1�- "P ST L'1V4L �P REVISIONS APPR. DATE 9l OF CA`�FO�� 9TFOF CAL\fpR� PREPARED R.C.E. NO.: 30560 SCALE: COUNTY RECOMMENDED ATE �0 �� 1����- DATE: ,a H: 1,_40` V:_ SEGMENT DATA SEGMENT LOCATION BEARING OR A RADIUS LENGTH 0 MEDIAN 180'00'00" 2.00' 6.28' V MEDIAN 0946'39" 1,308.00' 223.21' MEDIAN 18'36'40" 124.46' 40.43' 4� MEDIAN N71'48'11"W - 42.18' 5 MEDIAN 11'10'29" 213.93' 41.72' MEDIAN 0513'11' 1,286.00' 139.60' 7 MEDIAN 0513'05" 1,290.00' 140.00' MEDIAN 11'09'46" 203.93' 40.90' MEDIAN18'35'55" 1 128.46' 41.70' PM 30474 (CUP 3359) IP 030089 SHEET NO. STATE HIGHWAY 79 AND BENTON ROAD 4 STREET IMPROVEMENT PLANS BENTON ROAD (STA. 1+00 TO 11+00) OF 8 sHTs FOR: W.O. UNTY FILE NO. 0$-04-6-MCr-0217 9+1 p _ I WINCHESTER ROAD (SR -79) STA. 4+25 VERTICAL SCALE: 1 "=2' HORIZONTAL SCALE: 1 "=20' it -M 1342 VIN 1338 CE WINCHESTER ROAD (SR -79) STA. 4+00 VERTICAL SCALE: 1 "=2' HORIZONTAL SCALE: 1 "=20' WINCHESTER ROAD (SR -79) STA. 3+75 VERTICAL SCALE: 1 "=2' HORIZONTAL SCALE: l--20' WORK CONTAINED WITHIN THESE PLANS _ SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT HAS BEEN ISSUED. Ttre private engineer signer these pians is responsible for assuring the accuracy and acceptability of the design hereon. In the evert of discrepancies arising after county approval or during construction, the private engineer shag be responsible MARK BY DATE for determining an acceptable solution and revising the plans for approval by iho minty 1 ENGINEER REVISIONS 1344 1342 1 1340 1 1338 1 7 1344 1342 MM 1338 7 APPR.I DATE COUNTY WINCHESTER ROAD (SR -79) STA. 5+00 VERTICAL SCALE: 1"=2' HORIZONTAL SCALE: 1"=20' 1344 1 1342 1340 1338 WINCHESTER ROAD (SR -79) STA. 4+75 VERTICAL SCALE: 1 "=2' HORIZONTAL SCALE: 1 "=20' @gOFE Ty99 0 A, lF� No. 33950 Evkatiaa: 06/30/0 T0 /V1� �Q s�lF OF CAUE©�� WINCHESTER ROAD (SR. STA, 4+50 VERTICAL SCALE: 1"--2' HORIZONTAL SCALE: 1 "=20' COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: ,, //��__ A.O &tA DATE QR4fESSJp* ti��,N, f. KA#,,4 � Fc it No. 30560 E>pssatiar a3(37/� 9 F CAL\F4�� 1344 1344 1342 1342 1340 1340 1338 1338 1344 1344 1342 1342 IM91 13M A 1344 1342 1340 1338 .i7 NMI 1338 -- -- -p WINCHESTER ROAD (SR -79) STA. 5+75 VERTICAL SCALE: 1 "=2' HORIZONTAL SCALE: 1 "=20' 130 1342 1344 1342 [L"M 1338 -8D -70 -60 -50 -40 -30 -20 -10 C.L 10 20 30 40 50 60 70 80 90 100 WINCHESTER ROAD (SR -79) STA. 5+50 VERTICAL SCALE: 1 "=2' HORIZONTAL SCALE: 1"=20' WINCHESTER ROAD (SR -79) STA. 5+25 r VERTICAL SCALE: 1"=2' HORIZONTAL SCALE: 1 "=20' M 0 fl N BENCHMARK: iM— WHR ASSCOATEM CONSULTING, ENGINEERS/SURVEYORS/PLANNERS SEE SHEET 1 4100 Newport Place Drive - Suite 200 Tel (949) 756-6440 Newport Beach, Callfomia 92660 Fax (949) 756-6444 PARE© R.C.E. NO.: 30560 SCALE: DATE:.«1� H: 1„_20' V:- E-± y JA PM 30474 (CUP 3359) IP 030089 SHEET NO. STATE HIGHWAY 79 AND BENTON ROAD 5o DESIGN CROSS SECTIONS E WINCHESTER ROAD OF 8 SHTS FOR: I W.O. I COUNTY f FILE NO. 08 -04 -6 -MC -0217 j gel P A"�I� WINCHES ER ROAD (SR -79) STA. 6+50 VERTICAL SCALE. 1 "=2' HORIZONTAL SCALE: 1`40' 1342 I m MIA WINCHESTER ROAD (SR -79) STA. 6+25 VERTICAL SCALE: 1"=2' HORIZONTAL SCALE: l--20' 1344 1344, Fin T 1344 1344 1344, 1342 1342 1W 134Z sr rcjm! 1342 I I'll tfuf'o r�f I 1340 1340 1338 1338 1336 1336 0 —8 1334 WINCHESTER ROAD (SR -79) STA. 7+25 VERTICAL SCALE: 1 "=2' HORIZONTAL SCALE: 1 "=20' 1340 1 1338 1 13M 0 1 WINCHESTER ROAD (SR -79) STA. 8+00 VERTICAL SCALE: 1"=2' HORIZONTAL SCALE: 1*=201 1344, 1344 130 KK tWURL KX:' 1344 7M' m, nn' 130 ff-K-M 1336 0 1342- 1342 134Z- - 1342 1342 \1 (13#1.44 FST I r I 1340 1340 --1340 1340 qI f"M 1340 � 0 , 1338 t 1338 -1 1336 1336 —8 0 1344 1344 1342 1342 1340 1340 1338 1338 WINCHESTER ROAD (SR -79) STA, 7+00 VERTICAL SCALE: 1"=2' HORIZONTAL SCALE: 1"=20' 336 1344 130 1342 1342 m W-9; WORK CONTAINEDWITHIN THESE PLANS SMALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING KRUM HAS 8EEN ISSUED. plans is responsible for assuring the accuracy — Willy of the design hereon. In the emtof discrepancies arising after _ ,oval or during coreltuotim, the Male engineer shall be responsible MARK BY DATE iing an am"We solution and m4singthe plans for appmvel by I I ENGINEER REVISIONS APPR. I DATE COUNTY QgOFESS/p� A, 0 No. 33950 Eqirdm: 06/30/06 OF C&0 WINCHESTER ROAD (SR -79) STA. 7+75 VERTICAL SCALE: 1" 2' HORIZONTAL SCALE- 1"40' COUNTY OF RIVERSIDE -ng nor �FSZ S1, s - TRANSPORTATION DEPARTMENT APPROVED BY: H. KA _Mbbm.. KKR A88000ATEM CONSULTING ENGINEERS/SURVEYORS/PLANNERS No. 30560 -m 4100 Newport Place Drive - Suite 200 Tel (949) 756-6440 A. OT DATE W"fim mf&109 Newport Beach, Caltibmia 92660 Fax (949) 756-6444 CIVI PREPARED : R.C.E. NO.: 30560 OF C 'fa.- DATE: SCALE: AENDED RATE, JE= - H: R-7 1344 1342 ME m '11 PM 30474 (CUP 3359) IP 030089 SHEET I STATE HIGHWAY 79 AND BENTON ROAD 6 SEE SHEET I DESIGN CROSS SECTIONS WINCHESTER ROAD OF 8 Wo, COUNTY FILE W 08 -04 -6 -MC -0217 WINCHESTER ROAD (SR -79) STA. 8+75 VERTICAL SCALE: 1 "=2' HORIZONTAL SCALE: 1"=20' 1 WINCHESTER ROAD (SR -79) STA. 8+50 VERTICAL SCALE: 1'=2' HORIZONTAL SCALE: 1"=20' INIV 1342 WINCHESTER ROAD (SR -79) STA. 8+25 VERTICAL SCALE: 1"=2' HORIZONTAL SCALE: 1"=20' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible MARK BY DATE fordetemuning an acceptable solation and revising the plans for approval by e„ „,,,gin, ENGINEER REVISIONS APPR.I DATE COUNTY 1344 iKif_l �tcs i 1342 mm fes« 1336 0 �QgQFESSfp� =z No. 33954 Ewlom. 96f30(06 21 IV 0- 0- \@ sgTF OF CAUF�� 1344 1342 1340 1338 -6 1344 1342 Ilk_{T_•3 D 1 1342 1342 06ii( -60 -50 -40 -30 -20 -10 C.L. 10 20 30 40 50 60 BENTON ROAD STA, 1+87.30 VERTICAL SCALE: 1 "=2' HORIZONTAL SCALE: 1"=20' 1342 Ili WINCHESTER ROAD (SR -79) 9+08.19 BCR VERTICAL SCALE: 1 "=2' HORIZONTAL SCALE: 1"=20' INUI 1342 1338 10 WINCHESTER ROAD (SR -79) STA. 9+00 VERTICAL SCALE: 1 "=2' HORIZONTAL SCALE: 1"=20' COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT �O PROFESS/ APPROVED BY: ��2 �`' N, KA e 7 i Z 4< /-&0/Q No. 30560 A. OT DATE i Fxprdm: 03/31/06 q OF CAUFQ�� WENDED ATE 1344 1.342 3+19 1345 1343 IiNUA 1343 1345 134.3 1341 0 1344 1342 iKS! 1342 1344 1342 1340 a BENCHMARK: PM 30474 (CUP 3359) (R 030089 SHEET NO. ._� c 11 VJ.VW !rl• KHR Q000QTEESTATE HIGHWAY 79 AND BENTON ROAD SULTING ENGINEERSISURVEYORS/PLANNERS SEE SHEET 1 Newport Place Drive - Suite 200 Tel (949) 756-6440 ort Beach, California 92660 Fax (949) 756-6444 R.C.E. NO.: 30560 zea— rzSCALE: DATE: T u DESIGN CROSS SECTIONS E m WINCHESTER ROAD / BENTON ROAD OF 8 SHT5 FOR: W.O. COUNTY V: 1"=2, FILE NO. 08 -04 -6 -MC -0217 y - - -- ---------- 7030 - ---T-- 1 2 T- 4.00' 1 1346 10. 1346 I 40E 7 i 1 1, sta! 7C 1gas Ic VIJ4 WO X I 034 r. FL i 13" 4- rcl 134.96) TC KIM) AC 11312.JiFfLV i a TCS I 1344 4- 13 �3- 49) R 13 1344 41 fj. K ;I A -4 1344 1,344 13" 00' 2. 2.06 J------- --T 1342 1342 L 1 L ' 13421 1342 1342 1342 -60 -50 -40 -30 -20 -10 C.L. 10 20 30 40 50 60 70 -60 -50 -40 -30 -20 -10 C.L. 10 20 30 40 50 60 70 -60 -50 -40 -30 -20 -10 C.L. 10 Al m Q m W 70 BENTON ROAD STA. 4+50 BENTON ROAD STA, 5+75 BENTON ROAD STA. 6+78.45 VERTICAL SCALE: 1"=2' HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=2' HORIZONTAL SCALE. 1"=20' VERTICAL SCALE: 1*=2' HORIZONTAL SCALE: 1"=20' 130 130 -------- --- ------- ------ --1346 4. 11178'1 .0or TOLL FREE t-ebD•227.280 11 1346 1346 AXTIT +.941; 1 2. 1.%Xw tc ft 13" -4 -134 1 .2; Af 'FS IJ4 J.86, FL. 13dOOFS 216% 1344 2.A1 2.00, 1342 �--'-4­� 1342 ----------- 1342 "j- 1342 111 7m' 11342 .342! G. 11 -60 -50 -40 -30 -20 -10 C.L. 10 20 30 40 50 60 70 -60 -50 -40 -30 -lib' C.L. 10 26 .30 40 50 60 70 -W -50 -40 -30 -20 -10 C.L. 10 Al 30 40 50 -60 70 BENTON ROAD STA. 4+25 BENTON ROAD STA. 5+50 BENTON ROAD STA. 6+75 VER11CAL SCALE: 1"=2' HORIZONTAL SCALE- 1"=20' VERTICAL SCALE: 1"=2' HORIZONTAL SCALE. 1"=20' VERTICAL SCALE: 1*=2' HORIZONTAL SCALE: 1"=20' 1346 130 1346 T T 14.0 10, oe r-7-1-W 0 L liool -L -4 1346'-- 7 T A I 4 I rim E 654 17 1.9X7411M Ic L 1 7 17C 1344 1344' 13" 717 3�121 fX U4 �L ZI n�7 2 7r (I-M494) IFL fL 711 .85, I fs t 4 \74 1344 1 13" 1.00 2.00' 2.00' 2.01• 1342- 1342 1342 --L- 1342 21001 S4!�T 1342 1342 _j -60 -40 -30 -20 -10 '-40 -6L 10 50 60 -60 -50 -40 -30 -20 -10 C.L 10 20 30 40 50 60 70 -60 -50 -40 -30 -20 -10 CA- 10 20 30 40 50 60 70 BENTON ROAD STA. 6+50 BENTON ROAD STA. 4+00 BENTON ROAD STA. 5+25 VERTICAL SCALE: 1"=2' HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=2' HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=2' HORIZONTAL SCALE-. 1"=20' 9. 1' 1346 F- - 1346 1346 ------- 1346 4.00f _j 4.01111 lift 4- 1346r tool 1200, la &07' 4.' 1344 1344 13" -- ------ �-4 ...... ?L 13" 7ri t I A 1 -153 M4 Imm 1, .01 67 215 f1 %1-44 FL 342.i ra t 1344 47 2. 1 1 1 1 1 1 00! T 1342 1342 1342---j -- - ------------------ ------ 1342 __J -L-A-L-, ___j j --- sm 2 250 60 70 -60 -50 -40 -30 -40 -30 -20 1'0- C.L 10 20 50 60 70 -60 -50 -40 -30 -20 -10 C.L. 10 30 40 -20 C.L. 10 20 30 40 50 60 -60 =50 BENTON ROAD STA. 3+75 BENTON ROAD STA. 5+00 BENTON ROAD STA. 6+25 VERTICAL SCALE: 1*=2' HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=2' HORIZONTAL SCALE. 1*=20' VERTICAL SCALE: 1"=2' HORIZONTAL SCALE- 1"=20' -- ----- -- - ------ 130 1346 1 w 1 1 2W lraW bol i 1344 4.W' 134' 8.0 1N6 130 i 1 -2 MA- $0-0 13 280 a 19 fit 7J V- ..81 IV 3997. 7,1 TC m , .4 1. 75 TC r 13 54% 49 (1. �1-34 Y 28 F1 T L - ----- 7 -4 1M2 -, --- �--L 3" - 1342 .0 'Iff 2. 4 - ---- ---------- L S4 f--t-1 1342 ------ ;'00' t 13421 ;-4 7 13Q 1342 1340 L- I --- --- 1- --L.-J 1342 -60 -50 -40 -30 -20 -10 C.L. 10 20 30 40 50 60 70 -60 -50 -40 -30 -20 -10 C.L 10 20 30 40 50 60 70 -60 -50 -40 -30 -20 -10 C.L 10 20 40 50 60 70 BENTON ROAD STA. 3+50 BENTON ROAD STA. 4+75 BENTON ROAD STA. 6+00 VERTICAL SCALE: 1"=2' HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1'=2' HORIZONTAL SCALE. 1`-20! VERTICAL SCALE: 1"=2' HORIZONTAL SCALE: 1"=20' DIAL rwovvopmc BEFORE DAY6 BEf OR9 YOU DIG YOUDIG NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER BENCHMARK: PM 30474 (CUP 3359) IP 030089 SHEETf WORK CONTAINED WITHIN THESE PLANS q(k0FESs/o TRANSPORTATION DEPARTMENT qgQFESS/0* PPOP-_ SHALL NOT COMMENCE UNTIL AN A, 0 kl�' )�, KA b&m,-IMftbAi.- KHR AMBROCOATRER STATE HIGHWAY 79 AND BENTON ROAD 8 ENCROACHMENT PERMIT ANDIOR A APPROVED BY: GRADING PERMIT HAS BEEN ISSUED. SEE SHEET I CONSULTING ENGINEERS/SURVEYORS/PLANNERS Uj DESIGN CROSS SECTIONS No. 33950 No. 30560 4100 Newport Place Drive - Suite 200 Tel (949) 756-6440 '14 zT L-4- The private engineer signing dim plans is responsible for assong the a=ffacy HA A. OTW DATE Exphftr. 03M/08 Newport Beach, Califomia 92660 Fax (949) 756-6444 BENTON ROAD OF 8 and acceptabirdy of the design hewn. In the event of discrepancies arising after rtC IVI\' % A IV1 county approval or during construction, the private engineer shall be responsible MARKI BY I DATE APPR.i DATE OF 4 PREPARE Y: R.C.E. No.: 30560 - SCALE: FOR: W.O. COUNTY for domining an amptalble solution and revising the plans for approval by ENGINEER REVISIONS COUNTY ck\-\ OF CAlffi 6i� V, FILE NO. 08-04-6-MC-0217 thecoun E R DME DATE: 494� H: =20' V:--1!=-z 9+1 P