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957mm_ssINDEX OF SHEETS SHEET No. DESCRIPTION 1 TITLE SHEET 2 - 3 NOTES 4 - 7 TYPICAL SECTIONS & MISC. DETAILS 8 L KEY MAP & LINE INDEX 9 - 14 LAYOUT PLAN & PROFILE SHEETS 15 - 21 CONSTRUCTION DETAILS 22 - 25 DRAINAGE PLAN & PROFILES PROJECT 26 LP DRAINAGE DETAILS SITE 27 - 29 EXISTING UTILITY SHEETS 30 - 31 DETOUR PLANS 32 - 38 STAGE CONSTRUCTION PLAN SHEETS 39 - 40 SIGNING & STRIPING PLAN SHEETS 41 - 42 LIGHTING PLANS 43 - 44 TRAFFIC SIGNAL PLAN 45 - 83 TRACKWORK PLANS 84 - 111 RETAINING WALL PLANS 112 -133 BRIDGE PLANS 134 -151 IRRIGATION AND PLANTING PLANS � c , Don't Big... Until You Call U.S.A. Toll Free 800-227-2600 gUR1E0 for the location cam of buried utility linea. Don't disrupt vital services. TWO WORKING DAYS BEFORE YOU DIG T R A N S P 0 R T A T 10 N D E P A R T,M E N CLAY STREET GRADE SEPARATION PROJECT CLAY STREET AVENUE FROM STA 3+40 TO STA 33+00 (2,960' APPROX) GENERAL DRIVE FROM STA 10+00 TO 15+00 (5001 APPROX) LINARES AVENUE FROM STA 10+00 TO 14+00 (400' APPROX) FEDERAL AID PROJECT N®.� PNRSTCIL-5956(175) 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE 2010 STANDARD -PLANS RIVERSIDE COUNTY PROJECT NO.: 137-0753 AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, THE LATEST JURUPA MUNICIPAL WATER DISTRICT STANDARDS CPUC N O 003-50.90 AND SPECIFICATIONS, AND THE RIVERSIDE COUNTY ROAD IMPROVEMENT U. S. D O T CROSSING N 0 9 06 015 V STANDARDS AND SPECIFICATIONS. SEE BRIDGE PLANS FOR BRIDGE STANDARDS AND SPECIFICATIONS. 1 SAN BERNARDINO SAN BERNARDINO COUNTY - 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT (800) 227-2600. 3. THE COUNTY AND CITY RIGHT-OF-WAY SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY, CITY, UPRR, AND PRIVATE RIGHT-OF-WAY AFFECTED BY HIS CONSTRUCTION. THE METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY, UPRR, OR PRIVATE RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE ENGINEER. 4. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED BY THE COUNTY AND OTHER GOVERNING AGENCIES. 5. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMITY WITH THE MUTCD IN ORDER TO ELIMINATE ANY HAZARDS, EXISTING TRAFFIC SIGN. 6. AT NO TIME SHALL PRIVATE PROPERTY BE USED IN CONJUNCTION WITH THE PROJECT UNLESS PROPERTY -OWNER APPROVAL IS OBTAINED IN WRITING AND GIVEN TO THE COUNTY FOR APPROVAL. 7. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT-OF-WAY SHALL BE 'PROTECTED OR REPLACED IF DAMAGED, AS DIRECTED BY THE ENGINEER. 8. CONTRACTOR LICENSE CLASS A IS REQUIRED. BENCH MARKS ------------_-._--_-- EXISTING R/W PROPOSED R/W -------------- TICE ^ RETAINING WALL BEAUMONT CORONA BANNING PALMSINGS ORANGE WELLS COUNTY / HEMET INDIAN SAN DIEGO COUNTY ABBREVIATIONS FOR ABBREVIATIONS NOT SHOWN, SEE GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND/OR CALTRANS STANDARD PLANS. A/V AIR VALVE JPCP JOINTED PLAIN CONCRETE PAVEMENT AB AGGEGATE BASE L LENGTH AC ASPHALT CONCRETE LF LINEAR FEET ANG ANGLE LIP LIP OF GUTTER AP ANGLE POINT LP LOW POINT APWA AMERICAN PUBLIC WORKS ASSOCIATION LT LEFT AS AGGREGATE SUBBASE MAX MAXIMUM AVE AVENUE MH MANHOLE BB BEGIN BRIDGE MIN MINIMUM BC BEGIN CURVE MOD MODIFY, MODIFIED BCR BEGIN CURB RETURN N NORTH BEG BEGIN No, NO. NUMBER BM BENCHMARK NTS NOT TO SCALE BOC BACK OF CURB OG ORIGINAL GROUND BOW BACK OF WALK OH OVERHEAD BSNS BUSINESS PCC POINT OF COMPOUND CURVE, BVC BEGIN VERTICAL CURVE PORTLAND CEMENT CONCRETE C CUT SLOPE PED PEDESTAL, PEDESTRIAN C&G CURB AND GUTTER PG PROFILE GRADE CL., CE CENTERLINE PI POINT OF INERSECTION CML&C CEMENT MORTAR LINED AND COATED PP POWER POLE CMC CEMENT MORTAR LINED / CEMENT PRC POINT OF REVERSE CURVE MORTAR CONCRETE PROP PROPOSED CO COUNTY PT POINT CONIC CONCRETE PRVC POINT OF REVERSE VERTICAL CURVE CONST CONSTRUCT PVMT PAVEMENT CT CALTRANS R RADIUS, RIGHT CTSP CALTRANS STANDARD PLANS R/W, ROW RIGHT OF WAY DWY DRIVEWAY RCE REGISTERED CIVIL ENGINEER DI DRAINAGE INLET RCFC&WCD RIV COUNTY FLOOD CONTROL & DIA DIAMETER WATER QUALITY CONTROL DISTRICT. DIP DUCTILE IRON PIPE RCP REINFORCED COPICRETE PIPE DWG DRAWING RCTD RIVERSIDE COUNTY E EAST TRANSPORTATION DEPARTMENT EASE EASEMENT RD ROAD EB END BRIDGE REG RECYCLED, RECLAIMED EC END CURVE RET WALL RETAINING WALL ECR END CURB RETURN RIV RIVERSIDE EG EXISTING GRADE RSP ROCK SLOPE PROTECTION EL, ELEV ELEVATION RT RIGHT ENT ENTRANCE R/W, ROW RIGHT OF WAY EP EDGE OF PAVEMENT S SOUTH, SEWER, SLOPE ESA ENVIRONMENTAL STUDY AREA SDWK,SW SIDEWALK EVC END VERTICAL CURVE SCE SOUTHERN CALIFORNIA EDISON EXIST, EX EXISTING SCG SOUTHERN CALIFORNIA GAS FH FIRE HYDRANT SHT SHEET FO FIBER OPTIC SS SIDE SLOPE F FILL SLOPE STA STATION FES FLARED END SECTION STD STANDARD FL FLOWLINE TC TOP OF CURB G GRADE TCE TEMPORARY CONSTRUCTION EASEMENT GB GRADE BREAK TORT/R TOP OF RAIL Gin GRADE IN TRANS TRANSISTION Gout GRADE OUT TYP TYPICAL GWT GROUND WATER TABLE VAR VARIES HDPE HIGH DENSITY POLYETHYLENE VC VERTICAL CURVE HI HIGH POINT VER VERTICAL HOR HORIZONTAL W WEST, WATER, WIDTH HP HINGE POINT WSP WELDED STEEL PIPE INV INVERT WM WATER VALVE � c , Don't Big... Until You Call U.S.A. Toll Free 800-227-2600 gUR1E0 for the location cam of buried utility linea. Don't disrupt vital services. TWO WORKING DAYS BEFORE YOU DIG T R A N S P 0 R T A T 10 N D E P A R T,M E N CLAY STREET GRADE SEPARATION PROJECT CLAY STREET AVENUE FROM STA 3+40 TO STA 33+00 (2,960' APPROX) GENERAL DRIVE FROM STA 10+00 TO 15+00 (5001 APPROX) LINARES AVENUE FROM STA 10+00 TO 14+00 (400' APPROX) FEDERAL AID PROJECT N®.� PNRSTCIL-5956(175) 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE 2010 STANDARD -PLANS RIVERSIDE COUNTY PROJECT NO.: 137-0753 AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, THE LATEST JURUPA MUNICIPAL WATER DISTRICT STANDARDS CPUC N O 003-50.90 AND SPECIFICATIONS, AND THE RIVERSIDE COUNTY ROAD IMPROVEMENT U. S. D O T CROSSING N 0 9 06 015 V STANDARDS AND SPECIFICATIONS. SEE BRIDGE PLANS FOR BRIDGE STANDARDS AND SPECIFICATIONS. 1 SAN BERNARDINO SAN BERNARDINO COUNTY - 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT (800) 227-2600. 3. THE COUNTY AND CITY RIGHT-OF-WAY SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY, CITY, UPRR, AND PRIVATE RIGHT-OF-WAY AFFECTED BY HIS CONSTRUCTION. THE METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY, UPRR, OR PRIVATE RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE ENGINEER. 4. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED BY THE COUNTY AND OTHER GOVERNING AGENCIES. 5. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMITY WITH THE MUTCD IN ORDER TO ELIMINATE ANY HAZARDS, EXISTING TRAFFIC SIGN. 6. AT NO TIME SHALL PRIVATE PROPERTY BE USED IN CONJUNCTION WITH THE PROJECT UNLESS PROPERTY -OWNER APPROVAL IS OBTAINED IN WRITING AND GIVEN TO THE COUNTY FOR APPROVAL. 7. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT-OF-WAY SHALL BE 'PROTECTED OR REPLACED IF DAMAGED, AS DIRECTED BY THE ENGINEER. 8. CONTRACTOR LICENSE CLASS A IS REQUIRED. BENCH MARKS ------------_-._--_-- EXISTING R/W PROPOSED R/W -------------- TICE ^ RETAINING WALL BEAUMONT CORONA BANNING PALMSINGS ORANGE WELLS COUNTY / HEMET INDIAN SAN DIEGO COUNTY COACHELLA RIVERSIDE COUNTY IMPERIAL COUNTY RES AVE oft F.I A VICINITY MAP N NO SCALE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT r. qS�13 S �� �3 _ • �. LAWRENCE TAI COUNTY TRAFFIC ENGINEER DATE PAUL RUSSELL DATE HIGHWAY OPERATIONS SCOTT S Y PROJECT MANAGER DATE PATRICIA ROMO ATE ASSISTANT DIRECTOR TA UN SAGLAV DATE STRUCTURES RUSSELL WILLIAMS ENVIRONMENTAL DATE HUGH ITH DATE CONSTRUCTION INSPECTION KHALID NASIM ENGINEERING DIVISION DATE MANAGER JU N C. PEREZ DATE TLMA DIRECTOR nt�--- \ \ \ ` G Q COACHELLA RIVERSIDE COUNTY IMPERIAL COUNTY RES AVE oft F.I A VICINITY MAP d THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS: NGS PID: DH7046 CSRC SITE CODE: EWPP NGS PID: DH7093 CSRC SITE CODE: MLFP NGS PID: DH7089 CSRC SITE CODE: MAT2 NAD 83 (NSRS 2007) AS SHOWN HEREON. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE GRID UNLESS SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCES BY A COMBINATION FACTOR OF 1.000015560; CALCULATIONS MADE AT HVP 5 USING THE COORDINATES: N 2298439.56 E 6193559.49 ELEV 759.18 AT PT # 5 CONVERGENCE ANGLE: -00-40-02 BENCH MARKS: 1 ) OF 619 DATUM: NAVD 88 ELEVATION: 723.27 DESCRIPTION: FOUND 31 /4" ALUM. DISK STAMPED OF 619 METROPOLITAN WATER DISTRICT SOUTHERN CA." 1090' NW ON VAN BUREN FROM CLAY ST., 90' NE OF VAN BUREN & 32' SW OF THE S'LY RAIL (UNION PACIFIC), ON NW END OF A HEADWALL PER NGS DATA SHEETS. 2) OF 618 DATUM: NAVD 88 ELEV: 695.62 DESCRIPTION: FOUND 3 1/4" ALUM. DISK STAMPED " OF 618 METROPOLITAN 'WATER DISTRICT SOUTHERN CA." 0.65 MILE NW ON VAN BUREN FROM THE INTERSECTION WITH CENTRAL AVE AT THE MOST SLY ABUTMENT OF THE SB LANE CROSSING THE BICYCLE PATH 17.5' EAST OF THE CENTERLINE OF THE SB LANES OF VAN BUREN BLVD 27' WEST OF THE CENTERLINE MEDIAN OF VAN BUREN BLVD AT THE SOUTH END OF A 17' LONG WINGWALL PER NGS DATA SHEETS. • REVISIONS CITY OF JURUP'A VALLEY 6 REV BY DESCRIPTION APPR DATE APPROVED FOR CONFORMANCE WITH APPLICABLE CITY STANDARDS BY: • w 1— 7// 3 >Uj' R F. S EPHENSON, P.E. DATE Q P BLIC WORKS DIRECTOR/CITY ENGINEER j RCE No. 20354 URS CORPORATION TITLE SHEET SHEET No. w w t uid Q QRoFESSIO APPROVED BY:0 Ila - CLAY STREET tip" MADLENS.BENJAYI 1. i GRADE SEPARATION LL' 044640F.: xp, 5/23/13 PROJECT / 1/14 PREPkRED BY: DATE MADLEN BENJAMIN sT4rF OF CALtV V. 2020 E 1st ST. STE 400 NO SCALE SHEET 1 OF 151 SANTA ANA, CA 92705 USERNAME _> $USER WO NO. 87-0753 COUNTY 9 REV ED: 08/27/2012 � 7--- A DGN F I LE => $REQUEST FILE No. NO SCALE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT r. qS�13 S �� �3 _ • �. LAWRENCE TAI COUNTY TRAFFIC ENGINEER DATE PAUL RUSSELL DATE HIGHWAY OPERATIONS SCOTT S Y PROJECT MANAGER DATE PATRICIA ROMO ATE ASSISTANT DIRECTOR TA UN SAGLAV DATE STRUCTURES RUSSELL WILLIAMS ENVIRONMENTAL DATE HUGH ITH DATE CONSTRUCTION INSPECTION KHALID NASIM ENGINEERING DIVISION DATE MANAGER JU N C. PEREZ DATE TLMA DIRECTOR d THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON CONTROL STATIONS: NGS PID: DH7046 CSRC SITE CODE: EWPP NGS PID: DH7093 CSRC SITE CODE: MLFP NGS PID: DH7089 CSRC SITE CODE: MAT2 NAD 83 (NSRS 2007) AS SHOWN HEREON. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE GRID UNLESS SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCES BY A COMBINATION FACTOR OF 1.000015560; CALCULATIONS MADE AT HVP 5 USING THE COORDINATES: N 2298439.56 E 6193559.49 ELEV 759.18 AT PT # 5 CONVERGENCE ANGLE: -00-40-02 BENCH MARKS: 1 ) OF 619 DATUM: NAVD 88 ELEVATION: 723.27 DESCRIPTION: FOUND 31 /4" ALUM. DISK STAMPED OF 619 METROPOLITAN WATER DISTRICT SOUTHERN CA." 1090' NW ON VAN BUREN FROM CLAY ST., 90' NE OF VAN BUREN & 32' SW OF THE S'LY RAIL (UNION PACIFIC), ON NW END OF A HEADWALL PER NGS DATA SHEETS. 2) OF 618 DATUM: NAVD 88 ELEV: 695.62 DESCRIPTION: FOUND 3 1/4" ALUM. DISK STAMPED " OF 618 METROPOLITAN 'WATER DISTRICT SOUTHERN CA." 0.65 MILE NW ON VAN BUREN FROM THE INTERSECTION WITH CENTRAL AVE AT THE MOST SLY ABUTMENT OF THE SB LANE CROSSING THE BICYCLE PATH 17.5' EAST OF THE CENTERLINE OF THE SB LANES OF VAN BUREN BLVD 27' WEST OF THE CENTERLINE MEDIAN OF VAN BUREN BLVD AT THE SOUTH END OF A 17' LONG WINGWALL PER NGS DATA SHEETS. • REVISIONS CITY OF JURUP'A VALLEY 6 REV BY DESCRIPTION APPR DATE APPROVED FOR CONFORMANCE WITH APPLICABLE CITY STANDARDS BY: • w 1— 7// 3 >Uj' R F. S EPHENSON, P.E. DATE Q P BLIC WORKS DIRECTOR/CITY ENGINEER j RCE No. 20354 URS CORPORATION TITLE SHEET SHEET No. w w t uid Q QRoFESSIO APPROVED BY:0 Ila - CLAY STREET tip" MADLENS.BENJAYI 1. i GRADE SEPARATION LL' 044640F.: xp, 5/23/13 PROJECT / 1/14 PREPkRED BY: DATE MADLEN BENJAMIN sT4rF OF CALtV V. 2020 E 1st ST. STE 400 NO SCALE SHEET 1 OF 151 SANTA ANA, CA 92705 USERNAME _> $USER WO NO. 87-0753 COUNTY 9 REV ED: 08/27/2012 � 7--- A DGN F I LE => $REQUEST FILE No. ROADWAY GENERAL NOTES: 1. ALL RIGHT OF WAY, EASEMENT, AND TCE DIMENSIONS ARE APPROXIMATE AND TBD. 2. UTILITY LOCATIONS AND RELOCATIONS ARE APPROXIMATE, UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCT ION. 3. RETAINING WALL TYPES MAY VARY, SEE WALL PLANS FOR DETAILS. 4. EXISTING MEDIAN IS 12 FT. 5. SEE CALTRANS STANDARD PLAN D99A FOR EDGE DRAIN DETAILS NOT SHOWN. 6. EDGE DRAINS TO BE CONNECTED TO NEAREST PROPOSED CATCH BASIN. 7. PROPOSED R/W AT PARCEL 163-400-002 IS BASED ON APPROVED TENTATIVE PARCEL MAP. • 'Fill • • (D CONSTRUCT COMMERCIAL DRIVEWAY PER RIVERSIDE COUNTY STANDARD No. 207A. OCONSTRUCT TYPE "A-8" CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD No. 201. CONSTRUCT TYPE "D" CURB (8" CF) PER RIVERSIDE COUNTY STANDARD No. 204. PLACE ASPHALT CONCRETE (AC) OVER AGGREGATE O BASE PER TYPICAL SECTION. ® PLACE AC MEDIAN PAVING PER TYPICAL SECTION. ©CONSTRUCT TYPE "D" CURB (6" CF) PER RIVERSIDE COUNTY STANDARD No. 204. CLEAN-OUT AND FEATHER TO MATCH EXISTING �J PAVEMENT. (� CONSTRUCT CURB RAMP PER RIVERSIDE COUNTY STANDARD No. 403 ( CASE A ) . OCONSTRUCT CROSS GUTTER PER�RIVERSIDE COUNTY STANDARD No. 209 AND 210. CONSTRUCT CONCRETE SIDEWALK PER RIVERSIDE 10 COUNTY STANDARD No. 400 & 401 (UNLESS OTHERWISE SPECIFIED). CONSTRUCT CURB AND GUTTER TRANSITION FROM 11 TYPE "A-8" TO TYPE "A-6". SEE DETAIL SHEET C-6. 1� INSTALL CHAIN LINK FENCE 13 CONSTRUCT 0.67' JPCP / 1 .10' AB / 0.33' AS 14 CONSTRUCT 4" AC DRIVEWAY OVER NATIVE. 15 CONSTRUCT GUTTER. REPLACE IN KIND. 16 RECONSTRUCT PARKING PAVEMENT, CURB AND RE -STRIPE PARKING SPACES. CONSTRUCT CURB RAMP PER CALTRANS STD PLAN A88B, CASE CM. O REMOVE EXIST DRIVEWAY © REMOVE EXIST BUILDING. O REMOVE EXIST C&G. O REMOVE EXIST SW. O REMOVE EXIST FENCE. ® REMOVE EXIST CURB RAMP. © REMOVE EXIST AC PVMT. <�> REMOVE EXIST CATCH BASIN. UTILITY GENERAL NOTES 1. IT IS CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO THE START OF ANY CONSTRUCTION. 2. FOR UTILITY LEGEND SEE SHEET "U-1". SIGNING AND STRIPING GENERAL NOTES DRAINAGE GENERAL NOTES 1. 1. ALL PROPOSED STORM DRAIN PIPES SHALL HAVE WATERTIGHT JOINTS FIELD TESTED BEFORE BACKFILLING TO PREVENT GROUNDWATER DRAWDOWN. 2. CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE 2. STORM DRAIN UNLESS OTHERWISE NOTED. DRAINAGE CONSTRUCTION NOTES: ® INSTALL 42" RCP 3. J INSTALL 24" RCP l�J INSTALL 36" RCP 4� CONSTRUCT MH NO. 2 PER RCFC&WCD STD DWG NO. MH252 4. n55 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD DWG ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. ALL .TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS STANDARD PLANS. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 -INCH WHITE OR YELLOW STRIPES. NO. 300 (H=8.7', W=21.0') AND GUTTER DEPRESSION PER COUNTY OF RIVERSIDE 5. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 -INCH PAINTED BLACK LINE SEPARATING THE STD DWG NO. 311 (CASE B) YELLOW STRIPES. © CONSTRUCT TS NO. 3 PER RCFC&WCD STD DWG NO. TS303; A1=34.330, A2=60.7509 B1=36", B2=24", C1=8.10', C2=4.40', D1=D2=42", 6. ELEV R1 = 726.35, ELEV S1= 725.81 , ELEV R2= 726.46, ELEV S2= 726.32 NOTES (D CONSTRUCT TSS NO. 3 ,PER RCFC&WCD STD DWG NO. TS303; A=4509 THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMs), PAVEMENT MARKINGS, AND SIGN IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. 8=36 , C=6.30 , D=42 , ELEV R1 = 727.75, ELEV S1= 727.23 ENCLOSURE WITH THE FOLLOWING CIRCUITS: 7. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT LINES, AND STOP ® CONSTRUCT CATCH BASIN NO. 2 PER COUNTY OF RIVERSIDE STD DWG BARS SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER NO. 302 (H=5.0', W=20.2, 6 -GRATES, GRATE TYPE 24-18) AND GUTTER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. DEPRESSION PER COUNTY OF RIVERSIDE STD DWG NO. 312 (CASE C) 1 P, 9 CONSTRUCT CATCH BASIN NO. 2 PER COUNTY OF RIVERSIDE STD DWG 8. ALL RPMs SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY NO. 302 (H=4.3'9 W=6.4, 2 -GRATES, GRATE TYPE 24-18) AND GUTTER STRIPING. ALL EXISTING RPMs WITHIN THE PROJECT AREA SHALL BE DEPRESSION PER COUNTY OF RIVERSIDE STD DWG NO. 312 (CASE C) REPLACED IN KIND OR REMOVED IN ACCORDANCE WITH THE PLANS, OR AS 01 OF RI ERSIDE STD D G DIRECTED BY THE ENGINEER. UTILITY CONSTRUCTION NOTES: 6'J PROTECT IN PLACE Q RELOCATION BY OTHERS 0 CONSTRUCT CATCH BASIN N0. 2 ER COUNTY V NO. 302 (H=5.0'9 W=27.1', 8 -GRATES, GRATE TYPE 24-18) W AND GUTTER ENCLOSURE WITH THE FOLLOWING CIRCUITS: DEPRESSION PER COUNTY OF RIVERSIDE STD DWG NO. 312 (CASE C) 9. 11 CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD DWG NO. M816 12 CONSTRUCT MH NO. 1 PER RCFC&WCD STD DWG NO. MH251 COUNTY STREET LIGHTING 13 CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD DWG NO. M803. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, FASTENED WITH%" RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHER NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 14 CONSTRUCT MH NO. 4 PER RCFC&WCD STD DWG NO. MH254; A=59.6109 10. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS C-_4.50 , ELEV R= 723.20, ELEV S= 722.60 AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER (1-5)CONSTRUCTUNDER SIDEWALK DRAIN PER COUNTY OF RIVERSIDE STD DWG NO. 309 REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER. 16 CONSTRUCT DRAINAGE INLET PER CALTRANS STD PLAN D73. TYPE PER PLAN. 11. THE CONTRACTOR SHALL LAYOUT (CAT -TRACK) THE PROPOSED SIGNING, STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS 17 CONSTRUCT CONCRETE APRON AND GUTTER TRANSITION PER DETAIL ON SHEET D-4 AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO THE ACTUAL INSTALLATION. 1 8 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER RCFC&WCD STD DWG N0. CB109 LIGHTING CONSTRUCTION NOTES 19 REMOVE EXISTING STORM DRAIN. SIZE PER PLAN. © CONSTRUCT 12" CSP RISER CONNECTION PER CALTRANS STD PLAN D93B. �1 INSTALL 12" CSP STRIPING NOTES 0 8" SOLID WHITE CHANNELIZING STRIPE (PAINTED) W/ RPMs PER DETAIL 38, CALTRANS STD PLAN A20D. 20 12" SOLID WHITE CROSSWALK AND/OR LIMIT LINE (THERMOPLASTIC) PER CALTRANS STD PLAN A24E. U3 4" WHITE LANE 'LINE STRIPE (PAINTED) W/ RPMs, PER DETAIL 12, CALTRANS STD PLAN A20A. 4Q MEDIAN ISLAND STRIPE (PAINTED) W/ RPMs, PER DETAIL 29, CALTRANS STD PLAN A20B. (5 100' - 4" SOLID WHITE STRIPE (PAINTED) W/ TYPE G RPMs @ 25' O.C. © TYPE IV ARROW (THERMOPLASTIC) PER CALTRANS STD PLAN A24A. 07 THERMOPLASTIC PAVEMENT MARKING, PER CALTRANS STD A24D. ® 4" SOLID DOUBLE YELLOW STRIPE (PAINTED) W/ RPMs, PER DETAIL 229 CALTRANS STD PLAN A20A. Q TWO-WAY LEFT TURN LANE STRIPE, PER DETAIL 32, CALTRANS STD PLAN A20B. SIGNING NOTES Q EXISTING SIGN/MARKER TO BE REMOVED © EXISTING SIGN TO BE RELOCATED. SIGN SHALL BE INSTALLED ON NEW 2" SQUARE PERFORATED STEEL TUBE POST © INSTALL NEW SIGN ON ROADWAY STREET LIGHT DJ INSTALL NEW SIGN ECJ INSTALL NEW SIGN STRUCTURE BRIDGE MOUNTED SIGN (W/O WALKWAY) FF-] RELOCATE EXISTING SIGNTO LIGHT STANDARD PER CALTRANS STD PLAN RS4 RELATIVE BORDER SCALE IS IN INCHES ABANDON ALL EXISTING CONDUIT AND REMOVE CONDUCTORS. INSTALL PULL BOX IN EXISTING CONDUIT RUN. INSTALL CONDUIT INTO EXISTING PULL BOX. ® FOUNDATION TO BE ABANDONED. WITHIN ROADWAY, REMOVE AT LEAST 2'BELOW PRPOSED SUBGRADE. OUTSIDE ROADWAY, REMOVE AT LEAST 2°BELOW PROPOSED FINISHED GRADE. COORDINATE WITH SCE PRIOR TO REMOVAL. ® REMOVE AND SALVAGE EQUIPMENT/POLES REMOVED AND SALVAGED BY OTHERS. Fq SPLICE NEW TO EXISTING CONDUCTORS. Q 200 WATT HPS LAMP ON 30' POLE INSTALLED BY OTHERS. 0 INSTALL 200 WATT HPS LAMP ON TYPE 15S(MOD) POLE ADJUSTED TO 30'ABOVE ROADWAY. �3 INSTALL 100 WATT HPS WALL MOUNTED LUMINAIRE PER CALTRANS STANDARD PLAN ES -9E. a INSTALL RIGID STEEL CONDUIT. SEE CONDUTOR SCHEDULE FOR CONDUIT SIZE AND CONDUCTORS. INSTALL 120V/240V TYPE III -CF ELECTRICAL SERVICE ENCLOSURE WITH THE FOLLOWING CIRCUITS: 6501 A(TC1 )/6501 B(LS3) CLAY STREET, RIVERSIDE, CA 92509 - 120/240V, 10OA, 2P, MAIN CB - 240V, 30A0 2P, COUNTY STREET LIGHTING - 120V9 30A, 1P, COUNTY WALL PACK LIGHTING - 120/24OV9 100A 2P, MAIN (TRAFFIC SIGNAL) - 120V, 30A, 1P, (TRAFFIC SIGNAL LUMINAIRES) - 120V9 20A, 1 P, ( ILLUMINATED STREET NAME SIGNS) - 120V, 30A, 1 P, (TRAFFIC SIGNAL) - 120V9 1 5A, 1 P, (LUMINAIRE PHOTOELECTRIC CONTROL) - 120V9 1 5A, 1 P, (STREET NAME SIGN PHOTOELECTRIC CONTROL) - 120V9 20A, 1P, (FLASHING BEACON) Q�oFEss�o APPROVED BY: F MAWH S. BENJAMIN r Y t S cm f " No. 044640 A 5/23/13 xp, 3/31/14 PREPARED BY: � DATE MADDEN S. BENJAMIN SrgTF OF CAL1F--- 2020 EAST 1 st ST., Ste 400 SANTA ANA, CA 92705 0 40' 80' 120' USERNAME => L_ a I I I I I I DGN FILE => $REQUEST LIGHTING GENERAL NOTES 1. ALL STREET LIGHTING WORK AND MATERIALS SHALL CONFORM TO SOUTHERN CALIFORNIA EDISON (SCE) AND COUNTY OF RIVERSIDE SPECIFICATIONS. ALL COUNTY OWNED LIGHTING SYSTEMS SHALL CONFORM TO THE COUNTY OF RIVERSIDE STANDARD AND SPECIFICATIONS. 2. A LIGHT LOCATION MAY BE ADJUSTED A MAXIMUM OF 10' ONLY TO AVOID AN OBSTRUCTION SUCH AS A DRIVEWAY, CATCH BASIN, ETC. ANY DEVIATION EXCEEDING 10' SHALL HAVE THE PRIOR APPROVAL OF THE COUNTY OF RIVERSIDE. 3. ALL MAST ARMS AND BRACKETS SHALL BE PERPENDICULAR TO THE CURB FACE AND 8'LONG PER COUNTY OF RIVERSIDE STANDARD NO. 1001. 4. EXISTING STREET LIGHT SYSTEMS SHALL REMAIN IN OPERATION DURING ANY MODIFICATION. ANY PROPOSED TEMPORARY LIGHTING SYSTEM MUST BE APPROVED BY THE COUNTY. 5. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND SPECIFICATIONS, COUNTY ORDINANCE No. 461 AND SUBSEQUENT AMENDMENTS. 6. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FOR WORK PERFORMED WITHIN COUNTY RIGHT-OF-WAY. 7. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227-2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. 8. THIS PROJECT IS NOT WITHIN 30 MILES OF Mt PALOMAR. (PLEASE DETERMINE. 9. SCE SERVICE PLANNER ----------------, WORK ORDER NUMBER -------------- (PLEASE DETERMINE IF THE PROJECT IS IN SCE, IID OR OTHER SERVICE AREA) COUNTY OF RIVERSIDE NOTES CLAY STREET GRADE SEPARATION PROJECT NO SCALE SHEET No. Am SHEET 2 OF 1 5 1 REVISED: 08/27/2012 WO N0. B7-0753 COUNTY FILE No. 0 w W F_ N W w C3 �a Q W u- 40 TRAFFIC SIGNAL GENERAL NOTES 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 227-2600, AND ALL CONCERNED UNTILITY COMPANIES Ae LEAST TWO WORKING DAYS IN ADVANCE OF EXCAVATION. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ALL DAMAGES OCCURRED DUE TO FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. HAND DIG AS NEEDED OR AS DIRECTED BY THE ENGINEER UNTIL CLEAR OF OBSTRUCTIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY RIGHT-OF-WAY AFFECTED BY CONTRACTOR'S WORK. THE CONTRACTOR SHALL KEEP COUNTY RIGHT-OF-WAY CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE ENGINEER. 4. SEE CALTRANS STANDARD PLAN ES -1A, ES -1B9 ES -1C FOR SYMBOLS AND ABBREVIATION LEGENDS. 5. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNAL EQUIPMENT SIGNS AND STRIPING IN ACCORDANCE WITH THE PLANS AND SPECIAL PROVISIONS. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE UNLESS OTHERWISE NOTED. 6. CONTROLLER CABINET AND SERVICE CABINET SHALL BE PLACED AT A MINIMUM OF 15 FEET APART. 7. ELECTRICAL CONDUIT SHALL BE PLACED AT A MINIMUM OF 2 FEET FROM TELEPHONE CONDUIT. 8. ALL PULL BOXES SIZE SHALL BE NO. 6 UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. PULL BOXES IN UNIMPROVED AREAS NOT PROTECTED BY CURB AND GUTTER SHALL BE TRAFFIC BEARING TYPE. MAXIMUM SPACING BETWEEN PULL BOXES SHALL BE 500 FT. 9. ALL CONDUITS SHALL BE TYPE 3 SCHEDULE 80 POLYVINYL CHLORIDE (PVC) RIGID NON-METALLIC CONDUIT UNLESS OTHERWISE NOTED. ALL CONDUITS PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. 10. ALL LOOP DETECTOR CONFIGURATIONS SHALL BE TYPE "E" PER STANDARD PLAN ES -5B. ALL CURB TERMINATIONS SHALL BE TYPE "A" PER STANDARD PLAN ES -5D. DETECTOR LOOPS SHALL BE PLACED PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 1201 AND CENTERED WITHIN THE DRIVING LANE UNLESS OTHERWISE NOTED. STRIPING LAYOUT (CAT -TRACKING) SHALL BE APPROVED BY THE COUNTY PRIOR TO DETECTOR LOOP INSTALLATION. DETECTOR LOOP WIRES SHALL BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS. 11. ALL CABLES AND CONDUCTORS SHALL BE CONTINUOUS WITH A MINIMUM OF 6' OF SLACK INSIDE EACH PULL BOX UNLESS OTHERWISE NOTED. SIGNAL INTERCONNECT CABLE SHALL PROVIDE 20" OF SLACK INSIDE THE CONTROLLER CABINET. 12. TRAFFIC SIGNAL INTERCONNECT (SIC) SHALL BE A 6 -PAIR AWG #20 CABLE UNLESS OTHERWISE NOTED. TRAFFIC SIGNAL INTERCONNECT CONDUIT SHALL HAVE A MINIMUM FACTORY CONDUIT BEND RADIUS OF 36 INCH. 13. ALL COMBINATION PEDESTRIAN AND VEHICLE SIGNAL INDICATIONS INCLUDING PV HEADS SHALL UTILIZE LIGHT EMITTING DIODE (LED) SIGNAL MODULES. ALL VEHICLE SIGNAL SECTION AND INDICATIONS SHALL BE 12 ALL INTERNAL ILLUMINATED STREET NAME SIGNS SHALL BE LED TYPE. TRAFFIC SIGNAL CONSTRUCTION NOTES TRACKWORK GENERAL NOTES FURNISH AND INSTALL TYPE 170E CONTROLLER ASSEMBLY WITH FUNCTIONAL GPS 1. SEE GENERAL NOTES ON COVER SHEET FOR ADDITIONAL INFORMATION. TIME SOURCE SYSTEM. CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET PER CALTRANS STD. PLAN ES -3C. FURNISH AND INSTALL BATTERY 2. ALL LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS AND THE SPECIFICATIONS BACKUP SYSTEM PER RIVERSIDE COUNTY SPECIFICATIONS. SHALL BE COMPLIED WITH FOR THIS CONTRACT. 3. ALL CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED AND COORDINATED THROUGH UPRR AND FURNISH AND INSTALL 120/ 240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT SCRRA, INCLUDING THE VARIOUS COMPANIES, AGENCIES, AND OTHER CONTRACTORS WHO ENCLOSURE WITH TYPE V PEC, SEE STD PLAN NO. 1202. SEE CALTRANS STD PLAN MAY BE AFFECTED BY THIS WORK. ALL REQUIRED PERMITS NEEDED FOR THE WORK SHALL BE ES -217 FOR INSTALLATION. OBTAINED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. aFOR FURNISH AND INSTALL 140' OF 3"" SCHEDULE 80 PVC CONDUIT TO EXISTING VAULT 4. THE CONTRACTOR SHALL COMPLY WITH LEGISLATION OUTLINING PROCEDURES LOCATION UTILITIES BY HAND EXCAVATION AND COMPLY WITH ITS DIRECTIVE. WITH PULL ROPE, PER SCE REQUIREMENTS. EXACT LOCATION OF CONDUIT TO BE PRIOR TO EACH CONSTRUCTION ACTIVITY WITHIN UPRR RIGHT OF WAY, THE DETERMINED IN THE FIELD BY SCE. CONTACT SCE SERVICE PLANNER AT (909) 286-2207 CONTRACTOR SHALL NOTIFY UPRR'S MAINTENANCE AND SIGNAL REPRESENTATIVE. PRIOR TO EXCAVATION. 5. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS FOR CONFLICTS WITH EXISTING UTILITIES, SIGNAL CABLES / EQUIPMENT AND/OR OTHER ITEMS THAT MIGHT IMPAIR 4] FURNISH AND INSTALL VIDEO CAMERA ON SIGNAL MAST CONSTRUCTION ACTIVITIES OR RAIL OPERATIONS. INCONSISTENCIES SHALL BE REPORTED ARM PER DETAIL PROVIDED IN THE SPECIAL PROVISIONS. TO UPRR. F51 FURNISH AND INSTALL 2" C 2#10 (LUMINAIRE) AND 6. REPAIRS TO THE DAMAGED MATERIALS OR FACILITIES INTENDED TO REMAIN IN PLACE 2#12 (IISNS), 4-3#16 POWER CABLE (VIDEO). SHALL BE MADE BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. ® FURNISH AND INSTALL 2" C, 3#10 (SERVICE, GFCI ). 7. EXISTING ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY JOIN ELEVATIONS PRIOR TO ORDERING MATERIALS OR CONSTRUCTION. 7 FURNISH AND INSTALL EVP HEAD PER COUNTY 8. DEFINITIONS: STANDARD NO. 1202. A. TRACK OUTAGE: TRACK WHICH IS OUT OF SERVICE FOR A GIVEN PERIOD OF TIME. 81 B. ACTIVE TRACK: TRACK ON WHICH TRAINS ARE OPERATING AND INTERRUPTION OF SERVICE FURNISH AND INSTALL SIGN ON MAST ARM PER MAY OCCUR ONLY WITHIN AN APPROVED "WINDOW". C. WINDOW: A GIVEN PERIOD OF TIME BETWEEN OPERATING TRAINS WHERE A TRACK 0 CALTRANS STD. PLAN ES -7N, DETAIL No. 2. MAY BE TAKEN OUT OF SERVICE, WITH THE STIPULATION THAT THE TRACK BE PUT BACK IN SERVICE AT THE END OF THE GIVEN PERIOD OF TIME. FURNISH AND INSTALL VIDEO CAMERA ON LUMINAIRE MAST ARM. 9. THE CONTRACTOR SHALL NOT PLACE MATERIAL AND/OR EQUIPMENT WITHIN 25 FEET OF CENTER OF TRACK OF ANY TRACK AT ANY TIME WITHOUT PRIOR APPROVAL FROM UPRR. 10. ALL MAINLINE TRACK TO BE RESTORED SHALL BE 136LB RAIL ON CONCRETE TIES UNLESS NOTE OTHERWISE. TIMBER TIES SHALL BE SPACED AT 19 112 INCHES ON CENTER. CONCRETE TIES SHALL BE SPACED AT 24 INCHES ON CENTER. 11. IN ADDITION TO NOTIFYING DIG ALERT, THE CONTRACTOR SHALL NOTIFY UPRR A MINIMUM OF RETAINING W ALL GENERAL NOTES 72 HOURS PRIOR TO BEGINNING CONSTRUCTION TO MAREK COMMUNICATION CALBES AND CONDUITS. DESIGN: AASHTO LRFD Bridge Design Specifications, 4th edition with Colfornio Amendments DEAD LOAD: Concrete Unit Weight:150 pcf Soil Unit Weight: 120 pcf LATERAL EARTH PRESSURE: Active Earth Pressure = 36 pcf above water table Active Earth Pressure = 80 pcf below water table LIVE LOAD SURCHARGE: 240 gsf SEISMIC EARTH PRESSURE: 24 pcf FRICTION FACTOR: 0.40 between CIP Concrete and soiIs 0.55 between soils 0.30 between soil and water proofing membrane REINFORCED CONCRETE: f y = 60,000 psi f'c = 4$000 ps i n = 8 1. ML TRACK STATIONING BASED ON STA 100+00 = ML INTERSECTION WITH CL CLAY STREET. APPROXIMATE UPRR STATIONING FOR STA 100+00 = STA 2684+48.5 35/64. 2. FOR TRACK GEOMETRY DATA, SEE SHEET TR -03. 3. FOR TRACK TYPICAL SECTIONS, SEE SHEET TR -04. A. FOR EARTHWORK CROSS SECTIONS, SEE SHEETS TR -14 TO TR -39. URS CORPORATION �o QROFESS/�H9 APPROVED BY: MDLEN S. BENJAMIN r r 044640 m N a o.<..E5/23/13 Xp. 3!31/14 'PREPARED ` BY: DATE MADLEN S. BENJAMIN SrQTF OP CAL1F--- 2020 EAST 1st ST., Ste 400 SANTA ANA, CA 92705 RELATIVE BORDER SCALE 0 40' 80' 120' USERNAME => IS IN INCHES L I I I I I I IDG'N FILE _> $REQUEST COUNTY OF RIVERSIDE NOTES 1 STREET GRADE SEPARATION PROJECT ., NO SCALE WO NO. B7-0753 COUNTY FILE No. SHEET No. SHEET 3 OF 1 5 1 REVISED: 08/27/2012 w V) W L3 W W= F -C3 a w o (if 957, -MM 41 1 �I STRIPING NOTES I 8" SOLID WHITE CHANNELIZING STRIPE {PAINTED} W/ RPMs PER DETAIL 38, CALTRANS STD PLAN A20D. 12" SOLID WHITE CROSSWALK AND/OR LIMIT LINE (THERMOPLASTIC) PER CALTRANS STD PLAN A24E. / Q 4" WHITE LANE LINE STRIPE (PAINTED) W/ RPMs, PER DETAIL 12, CALTRANS STD PLAN A20A, J U�l i E 4(� MEDIAN ISLAND STRIPE (PAINTED) W/ RPMs, PER DETAIL 29, CALTRANS STD PLAN A20B. Yl. i U5 100' - 4" SOLID WHITE STRIPE (PAINTED) W/ TYPE G RPMs Q 25' O.C. SIGN TO BE INSTALLED—/, NSTALLED I _ ! ,moi © TYPE IV ARROW (THERMOPLASTIC) PER CALTRANS STD PLAN A24A. ON OPPOSITE SIDE ! a-- OF BRIDGE I I SEE O THERMOPLASTIC PAVEMENT MARKING, PER CALTRANS STD A24D. DETAIL "B" i j ® 4 SOLID DOUBLE YELLOW STRIPE (PAINTED) W/ RPMs, PER DETAIL 229 CALTRANS STD PLAN A20A. i I 9!J TWO-WAY LEFT TURN LANE STRIPE, PER DETAIL 32, CALTRANS STD PLAN A20B. W1 -4 RT (CA) F W13-1 (35 MPH) DETAIL �� A �� •', TCE e- NO SCALE �♦ ��� •'♦ Prop. R/W NOTE: SEE BRIDGE PLANS FOR FACIA ,' •♦• oo ''♦ A W8-1 BEAM AESTHETIC DIMENSIONS. �/ •♦ ♦ •� EASEMENT W1 3-1 (30), ••' Ile �r °,`\\ �/ ♦ •'♦, (TYP) C 100o �, P Prop, R/W /� •♦ Oi ♦ ��TYPE N(CA) - / / O O EASEMENT (TYP) ••`��,. -,-- •�.•�,. 2 ^ ♦ •� S C� W12- 2P E ♦ ` 3 (TYP) /� s,/' •`(.15,_2„ �• SCALE: 1" - 40' `'•♦ �� ♦• MATCH EXIST . '•` ,�2� �. ♦� 8 (TYP) ♦ v/ CO �� ♦ 0 0'' / ♦ �� � INSTALL NEW STREET STRIPING '•♦ O' / , 12+26 CLAY ST g ♦, `� �' ` ,�� �Q COUNTYI S{TA DARDI No.S1D220 •'`,. �..�'• / ,--,' 3 ASEMENT •� �- ♦ --+ 4 `.�,.•' 19+60 •��'. (TYP) `. •� �/ •'' ' v 1 L=1 50' Prop. R/W EASEMENT '•� '�..�, i' , 53 18+23 °♦ �' •`••✓� / 6 (TYP ,,.••'�" /, •♦ •(LT 2 EA) _ • �, _ ---! --------------- - ,, o •, / A W16-8 °'� `. /• i ♦ ,......_..—� c''1_` . X�, `� �,, -., —• — - Prop. R/W EXIST `. R/W-� ./ ♦ A W3-3 17+03 �� IS �! + 22+4 3 cy N • (TYP) •�� �. `� �'" o N 6 =•�. •� ,R - �,. °�, (LT, 1 EA) •. -,- �. .` E W1 2-2P 5 2 1 "` — --- D R4-7 15-2) SIGNING NOTES LO TYPE N(CA) 1 ^M� �' - •,;r- QA EXISTING SIGN/MARKER TO BE REMOVED L=100' a �Y 2g� ��-- L-0"AHEAD" ©EXISTING SIGN TO BE RELOCATED. SIGN SHALL BE LEGEND v� 28 ,._- _--� p► �� ,.- 19+50 CLAY St INSTALLED ON NEW 2" SQUARE PERFORATED STEEL TUBE POST. 8 ' �-___ -- ----- -- ------ - _ - DQ INSTALL NEW SIGN ROADSIDE SIGN (STRAP AND SADDLE) (TYP} W 47(0Xx' '�'--___ + - _ TCE _ _ _ +- -- - --- -- - A W8-1, W13-1 (30) D W3 3, W16 8P E INSTALL NEW ALUMINUM SIGN SECURED AND FLUSH TO UNDERSIDE •� PROPOSED SIGN J A R1-1 3 - 8! _P LINARES AVE OF FACIA BEAM WITH 2 STAINLESS STEEL CONCRETE SCREWS, CONCRETE 1 1 D R1 -1 (TYP) (TYP) Prop. R/W EXISTING SIGN 0 SCREWS TO BE DETERMINED BY THE MANUFACTURER. SIGN TO BE 7 STOP EASEMENT 7 "SIGNAL" PLACED CENTER TO LANES OF TRAVEL. SEE DETAIL "A" FOR DETAILS. CHANGE OF STRIPING DETAILS J I+52.55 10+58 GENERAL DR �� „� �.,� 19+00 CLAY St NOTE: 1. SIGN TO CONFORM TO JURISDICTIONAL REQUIREMENTS. ACTUAL CLEARANCE DIRECTION OF TRAVEL Q I Prop. R /W {-,-,-T-n--T �� III HEIGHT DISTANCE TO BE DETERMINED I --- - ----- �� IN THE FIELD W +95.70 / � Z. USE CALTRANS STANDARD SIGN W12 -2p iftSIGN SIZES Lu 8 - FE RELOCATE EXISTING SIGN TO LIGHT STANDARD PER CALTRANS N t N � STD PLAN RS4 � � 1 R 1-1 36" X 36" W3- 3 36" X 36" R4-7 24" X 34" TYPE N 1811 X 1811 W12 -2P (15'-21 84" X 24" W16 -8P *VARIES X 15" W V) D 1 2a 1 i� I t � v- E W12 -2p COUNTY OF RIVERSIDE EXIST ------- tV R/W 8 � k�1 � -'�� � URS CORPORATION SIGNING AND STRIPING PLAN SHEET No. V) BOTTOM OF W o �♦ FACIA BEAM i 8" UPPER CASE / 6" LOWER ,� MATCH EXIST STRIPING �� i Q�OFESSrpyq� APPROVED BY: o v' 1 3+1 8 GENERAL DR �� �� o �y CLAY STREET CASE ETTER HEIGHT - �' L DETAIL "B" NO SCALE RELATIVE BORDER SCALE 0 1 2 3 IS IN INCHES DAVID MaDERa G� cx Noe 071391 5/23/13 Xp,t 1/1 PREPARED BY: DATE DAVID MADERA ��qTF Civi�F2020 EAST 1st ST., Ste 400 OF cSANTA ANA, CA 92705 USERNAME=>$USER DGN FILE=>$REQUEST AND PD -1 GENERAL DRIVE SHEET 39 OF 151 SCALE: 1 "=40' COUNTY VERSION: 08/27/2012 WO N0. B7-0753 F I LE No,.%-/%jj SIGNING NOTES MA EXISTING SIGN/MARKER TO BE REMOVED Q EXISTING SIGN TO BE RELOCATED. SIGN SHALL BE INSTALLED ON NEW 2" SOUARE PERFORATED, STEEL TUBE POST DQ INSTALL NEW SIGN SIGN SIZES TYPE N 1811 X 1811 W3-3 36" X 36" W16-8 VARIES X 8" W1-7 48" X 24" 4 i www ` �4 INSTALL BARRICADE PER RIVERSIDE �W { COUNTY STD N0. 810 CL �O 'y a TYPE N (CA) / W1-7 r { WW { _o { ; BUS STOP TO 1 L-150' END OF CONSTRUCTION TCE LL RELOCATED MATCH EXISTING STRIPING 1 { t , { _ m { BY OTHERS 6 (LT 2 EA) 29+81 CLAY ST N 25+47.58 ' TCE W10 -1A ' ct { CLAY ST N� •------------------ -------I----- — I—; -----� a; n Ln 00 n Prop. � - — R/W L_------ --- _ _ -___-•------------- lg+ EASEMENT Prop. +TYP) I Nu Nv R/W 0°u (TYP) I ---------------- --- -------- ---'• _. _—=----------_-- — — - - - ------------- ---------- I 80'FLARE ,. ��. . Q � v CLAY ST Prop. ® �, < R/W 00 n EASE 3 c� n (TYP) � a 5 + -J v ° + N u L=100' ° ° ° ° EASEMENT ° 8 ° (TYP) ° ° W ° ° R/W ' ; Q° ° ° ° ° W ° ° I.v ° ° 1 Z° ° ° "LINARES AVE" SCALE: 1 11 = 40' W3-3 W16 -8P "LINARES AVE" /--n W 3 - 3 ............................... ---- ,... . _,...._...........____.,,..,..,......... ,.,,._----- ,,.� . c�.............._.._...-............_...........,.,..,...........,,....,....._......_,.,.,,,,..,,.,...,...,....,..............,....._.._.__,_,..,......._ 0 C\iN CLAY ST -27 .---.- ------L-._._._._. 4 ._._._._._ N I N N °. 1- 10+54 - . i 0-0 i i i �v i 1 I iat-4' I 18' 1 I i W 1 18 1 24 EXIST. R/W 8 . ......_.._.._.._.._.._.._..4T44D}_. JOIN EXIST STRIPINA E 13+40.00 LINARES { i t i 22' 1 22' - I�E-S--_--_—_—_—_— - — —_—_— — -—=�=1"=a AVE B R2-1 EASEMENT! (4 5 MPH) TCE a I 1 ° j L=100' (TYP) (TYP) 1 ° I Prop. 1 I R/W I I 1 (L=100') I �I BUS STOP TO I I BE RELOCATED (LT, EA) BY OTHERS ! (RT, EA) i I i A I TCE �I EASEMENT I ° I Prop. ° I R/W ° I I B R61-19 (CA)* I (ATTACHED TO EXISTING LIGHT POLE) . � I 1 � I I FUTURE WILL I REPLACE W/ R61-5 (CA) _ J I I --------ESU-y--- I I f I I - -----� X i s t . i�.._.._..� R/w._.._.._.._.._.._.._.._.._.._.._.._., i i i 'r RELATIVE BORDER SCALE IS IN INCHES -i------------------------------------ CLAYS T i i j VEXIST I R/W bN g 0 r (TYP) Q N v 0 1 2 3 EXIST R/W STRIPING NOTES 0 8" SOLID WHITE CHANNELIZING STRIPE (PAINTED) W/ RPMs PER DETAIL 38, CALTRANS STD PLAN A20D. O 12 SOLID WHITE CROSSWALK AND/OR LIMIT LINE (THERMOPLASTIC) PER CALTRANS STD PLAN A24E. ® 4" WHITE LANE LINE STRIPE (PAINTED) W/ RPMs, PER DETAIL 129 CALTRANS STD PLAN A20A. 4� MEDIAN ISLAND STRIPE (PAINTED) W/ RPMs, PER DETAIL 299 CALTRANS STD PLAN A20B. (5 100' - 4" SOLID WHITE STRIPE (PAINTED) W/ TYPE G RPMs @ 25' O.C.. Q TYPE IV ARROW (THERMOPLASTIC) PER CALTRANS STD PLAN A24A. ® 4" SOLID DOUBLE YELLOW STRIPE (PAINTED) W/ RPMs, PER DETAIL 229 CALTRANS STD PLAN A20A. (9 TWO-WAY LEFT TURN LANE STRIPE, PER DETAIL 320 CALTRANS STD PLAN A20B. J �OFESS10yq� APPROVED BY: N DAVID MADERA o. 071391 5/23/13 N PREPARED BY: DATE DAVID MADERA �+vi�- o���Q 2020 EAST 1st ST., Ste 400 OF CA��F SANTA ANA, CA 92705 USERNAME => $USER DGN FILE=>$REQUEST CLAY STREET AND LINARES AVENUE SCALE: 1 "=40' WO N0. B7-0753 COUNTY FILE No. SHEET No. t SHEET 40 OF 1 5 1 N W W =) t- C3 Q W VERSION: 08/27/2012 ,R507w MM