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957mm_sppINDEX OF SHEETS SHEET No. DESCRIPTION FOR ABBREVIATIONS NOT SHOWN, SEE GREEN BOOK STANDARD SPECIFICATIONS 1 FOR PUBLIC TITLE SHEET A/V 2 - 3 NOTES AB 4 - 7 TYPICAL SECTIONS & MISC. DETAILS AC 8 LF KEY MAP & LINE INDEX ANG 9 - 14 LAYOUT PLAN & PROFILE SHEETS AP 15 - 21 CONSTRUCTION DETAILS APWA 22 - 25 DRAINAGE PLAN & PROFILES PROJECT 26 MAX DRAINAGE DETAILS SITE 27 — 29 EXISTING UTILITY SHEETS BB 30 — 31 DETOUR PLANS BC 32 — 38 STAGE CONSTRUCTION PLAN SHEETS BCR 39 — 40 SIGNING & STRIPING PLAN SHEETS BEG 41 — 42 LIGHTING PLANS BM 43 — 44 TRAFFIC SIGNAL PLAN BOC 45 — 83 TRACKWORK PLANS BOW 84 — 111 RETAINING WALL PLANS BSNS 112 —133 BRIDGE PLANS BVC 134 —151 IRRIGATION AND PLANTING PLANS C C O U N T Y O F R I V E R S I D E TRANSPORTATION DEPARTMENT 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 (500' APPROX) LINARES AVENUE FROM STA 10+00 TO 14+00 (400' APPROX) GENERAL NOTES ORANGE COUNTY LEGEND FEDERAL AID PROJECT NO.: PNRSTCIL-5956(178) RIVERSIDE COUNTY PROJECT NO.: B7-0753 CPUC NO.: 003-50.90 U.S. DOT CROSSING NO.: 906015V I SAN BERNARDINO SAN BERNARDINO COUNTY BANNING INDIO HEMET\ INDIAN J WELLS I SAN DIEGO COUNTY v %.xM R RIVERSIDE COUNTY IMPERIAL COUNTY IV - N J c..•, V LINARES AVE e fir= LLL 9 ti. GENERA` pFt t VICINITY MAP NO SCALE DIG ALERT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Won't fig... Until You Call U.S.A. Toll Free eoo-zzT-zWoo �c.,,p ,..rA� Gr/ N �i�T� S43o 3MX1W LAWRENCE TAI DATE PAUL RUS EL�7DdTE SCOT S I LD4nKFME ,yCOUNTY TRAFFIC ENGINEER HIGHWAY OPEflATIONS PROJECT MANAGER e6.3.13G/H�/3 TYA TUN S� DATE RUSSELL WILLIAM$ DATE H G ITH DATE KHALID NASIM DATE M ow STRUCTURES ENVIRONMENTAL CONSTRUCTION INSPECTION ENGINEERING DIVISION MANAGER BLYTHE EXISTING R/W PROPOSED R/W TCE ^ RETAINING WALL 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE 2010 STANDARD'PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, THE LATEST JURUPA MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS AND THE RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS AND SPECIIFICATIONS. SEE BRIDGE PLANS FOR BRIDGE STANDARDS AND SPECIFICATIONS. 2, LOCATIONS OF ALLUNDERGROUNDUTILITIES 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 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 69 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: MATZ 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 u 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 " 18 METROPOLITAN WATER DISTRICT . DISK STAMPED OF 6 SOUTHERN CA." 0.65 MILE NW ON VAN BUREN FROM THE INTERSECTION WITH CENTRAL AVE AT THE MOST S'LY 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 DESCRIPTION URS CORPORATION APPROVED BY: '70 ` - e� 4e lf. �,._ $. BEIMIWI a�ao A t n 5/23/13 xP. •m PREPARED BY: DATE *MA�DpLE�N BENJAMIN s"t'a cnUF� T= 2020 E 1st ST. STE 400 SANTA ANA, CA 92705 USERNAME -)$USER DGN FILE => $REQUEST ABBREVIATIONS FOR ABBREVIATIONS NOT SHOWN, SEE GREEN BOOK STANDARD SPECIFICATIONS CITY OF JURUPA VALLEY 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 ON 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., 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 CONC 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 REC 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 AREAA SDWK SW SIDEWALK EVC END VERTICAL CURVE SCE SOUTHERN CALIFORNIA SON EXIST, EX EXISTING SCG SOUTHERN CALIFORNIA GAS FH FIRE HYDRANT SNT SHEET FO FIBER OPTIC SS SIDE SLOPE F FILL SLOPE STA STATION FES FLARED END SECTION STD STANDARD FL FLOWL[NE TC TOP OF CURB G GRADE GRADE TCE TEMPORARY CONSTRUCTION EASEMENT GB GRADE BREAK TORT/R TOP RAIL Gin GRADE TRANS TRANSISISTION Gout GRADE OUT UT TYP TYPICAL GOT GROUND WATER TABLE VAR VARIES HDPE HIGH DENSITY POLYETHYLENE VL VERTICAL CURVE HI HIGH POINT VER VERTICAL NOR HORIZONTAL W WEST, WATER, WIDTH HINGE POINT WSP WELDED STEEL PIPE INV INVERT WM WATER VALVE C O U N T Y O F R I V E R S I D E TRANSPORTATION DEPARTMENT 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 (500' APPROX) LINARES AVENUE FROM STA 10+00 TO 14+00 (400' APPROX) GENERAL NOTES ORANGE COUNTY LEGEND FEDERAL AID PROJECT NO.: PNRSTCIL-5956(178) RIVERSIDE COUNTY PROJECT NO.: B7-0753 CPUC NO.: 003-50.90 U.S. DOT CROSSING NO.: 906015V I SAN BERNARDINO SAN BERNARDINO COUNTY BANNING INDIO HEMET\ INDIAN J WELLS I SAN DIEGO COUNTY v %.xM R RIVERSIDE COUNTY IMPERIAL COUNTY IV - N J c..•, V LINARES AVE e fir= LLL 9 ti. GENERA` pFt t VICINITY MAP NO SCALE DIG ALERT RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT Won't fig... Until You Call U.S.A. Toll Free eoo-zzT-zWoo �c.,,p ,..rA� Gr/ N �i�T� S43o 3MX1W LAWRENCE TAI DATE PAUL RUS EL�7DdTE SCOT S I LD4nKFME ,yCOUNTY TRAFFIC ENGINEER HIGHWAY OPEflATIONS PROJECT MANAGER e6.3.13G/H�/3 TYA TUN S� DATE RUSSELL WILLIAM$ DATE H G ITH DATE KHALID NASIM DATE M ow STRUCTURES ENVIRONMENTAL CONSTRUCTION INSPECTION ENGINEERING DIVISION MANAGER BLYTHE EXISTING R/W PROPOSED R/W TCE ^ RETAINING WALL 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE 2010 STANDARD'PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, THE LATEST JURUPA MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS AND THE RIVERSIDE COUNTY ROAD IMPROVEMENT STANDARDS AND SPECIIFICATIONS. SEE BRIDGE PLANS FOR BRIDGE STANDARDS AND SPECIFICATIONS. 2, LOCATIONS OF ALLUNDERGROUNDUTILITIES 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 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 69 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: MATZ 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 u 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 " 18 METROPOLITAN WATER DISTRICT . DISK STAMPED OF 6 SOUTHERN CA." 0.65 MILE NW ON VAN BUREN FROM THE INTERSECTION WITH CENTRAL AVE AT THE MOST S'LY 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 DESCRIPTION URS CORPORATION APPROVED BY: '70 ` - e� 4e lf. �,._ $. BEIMIWI a�ao A t n 5/23/13 xP. •m PREPARED BY: DATE *MA�DpLE�N BENJAMIN s"t'a cnUF� T= 2020 E 1st ST. STE 400 SANTA ANA, CA 92705 USERNAME -)$USER DGN FILE => $REQUEST TITLE SHEET SHEET No. CLAY STREET GRADE SEPARATION PROJECT NO SCALE SHEET 1 or 151 ED WO NO. B7-0753 COUNTY Q AA �/1 FILE No. / ,T% M /-I CITY OF JURUPA VALLEY 0 FOR CONFORMANCE WITH APPLICABLE CITY STANDARDS BY: S EPHENSON, P.E. DATE Q WORKS DIRECTOR/CITY ENGINEER J q 20354 V TITLE SHEET SHEET No. CLAY STREET GRADE SEPARATION PROJECT NO SCALE SHEET 1 or 151 ED WO NO. B7-0753 COUNTY Q AA �/1 FILE No. / ,T% M /-I 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 CONSTRUCTION. 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. ROADWAY TS NO. 3 PER RCFC&WCD STD DWG NO. TS303; A=4509 CONSTRUCTION B=36", C=6.30', D=42', ELEV R1= 727.75, ELEV S1= 727.23 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 (11=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 RIVERSibE STD DWG NO. 312 (CASE C) NOTES CONSTRUCT CATCH BASIN N0, 2 PER COUNTY OF RIVERSIDE STD DWG 8. ALL RPMs SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY NO. 302 (H=4.3', 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 CONSTRUCT CATCH BASIN NO. 2 PER COUNTY OF RIVERSIDE STD DWG DIRECTED BY THE ENGINEER. NO. 302 (H=5.0'9 W=27.1', B -GRATES, GRATE TYPE 24-18) AND GUTTER (3) DEPRESSION PER COUNTY OF RIVERSIDE STD DWG NO. 312 (CASE C) CONSTRUCT COMMERCIAL DRIVEWAY PER RIVERSIDE 8 O COUNTY STANDARD No. 207A. CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD DWG N0. M816 TYPE "A-8" CURB AND GUTTER PER CONSTRUCT OCONSTRUCT RIVERSIDE COUNTY STANDARD No. 201. O9 REMOVE EXIST DRIVEWAY CONSTRUCT TYPE "D" CURB (8" CF) PER RIVERSIDE CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD DWG NO. M803. COUNTY STANDARD No. 204. 0 o 0 CRETE (AC) OVER AGGREGATE PTYPICA �NSECTION C=4.50', ELEV R= 723.20, ELEV S= 722.60 BASEPLACE PER . 11 O PLACE AC MEDIAN PAVING PER TYPICAL SECTION. CONSTRUCT O6 CONSTRUCT TYPE "D" CURB (6" CF) PER RIVERSIDE CONSTRUCT DRAINAGE INLET PER CALTRANS STD PLAN D73. TYPE PER PLAN. COUNTY STANDARD No. 204. REMOVE EXIST FENCE. SIGNING STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS 4 OCLEAN-OUT AND FEATHER TO MATCH EXISTING CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER RCFC&WCD STD DWG NO. CB109 PAVEMENT. ® CONSTRUCT RAMP EA)RIVERSIDE COUNTY NOTES Q STANDARD NoCURB u 03 (CASE REMOVE EXISTING STORM DRAIN. SIZE PER PLAN. © CONSTRUCT 12" CSP RISER CONNECTION PER CALTRANS STD PLAN D93B. O CONSTRUCT CROSS GUTTER PER -RIVERSIDE COUNTY CSP ® INSTALL PULL BOX IN EXISTING CONDUIT RUN. STANDARD No. 209 AND 210. O8 1® CONSTRUCT COUNTYSTANDA DE No. 4TE 100 &L401E(UNLISIDE ESS >9 INSTALL NEW SIGN ON ROADWAY STREET LIGHT 1. IT IS CONTRACTOR'S RESPONSIBILITY TO VERIFY Q INSTALL NEW SIGN OTHERWISE SPECIFIED). LOCATION AND ELEVATION OF EXISTING UTILITIES 11 CONSTRUCT CURB AND GUTTER TRANSITION FROM TYPE A-8" TO TYPE "A-6". SEE DETAIL SHEET INSTALL NEW SIGN STRUCTURE BRIDGE MOUNTED SIGN RAINAGE GENERAL NOTES SIGNING AND STRIPING GENERAL NOTES 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF ALL PROPOSED STORM DRAIN PIPES SHALL HAVE - COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND WATERTIGHT JOINTS FIELD TESTED BEFORE STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC BACKFILLING TO PREVENT GROUNDWATER DRAWDOWN. CONTROL DEVICES. CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE 2. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE STORM DRAIN UNLESS OTHERWISE NOTED, REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL PLANS RAINAGE CONSTRUCTION NOTES' MARKING ATCH SHALL AMATCH SCALTRANS DSTAND RD DETAILS. PLANS, STENCILS FOR PAVEMENT INSTALL 42" RCP _ 3. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, INSTALL 24" RCP AND RAISED PAVEMENT MARKERS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED INSTALL 36" RCP BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING. CONSTRUCT MH NO. 2 PER RCFC&WCD STD DWG NO, MH252 4, ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 -INCH WHITE OR YELLOW STRIPES. CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STD DWG 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=60.750 81=36", B2=24", C1=8.10', C2=4.40', D1=D2=42", 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT ELEV R1= 726.35, ELEV S1= 725.81, ELEV R2= 726.46, MARKERS (RPMs), PAVEMENT MARKINGS, AND SIGN IN ACCORDANCE WITH THE PLANS AND ELEV S2= 726.32 AS DIRECTED BY THE ENGINEER. CONSTRUCT TS NO. 3 PER RCFC&WCD STD DWG NO. TS303; A=4509 STRIPING B=36", C=6.30', D=42', ELEV R1= 727.75, ELEV S1= 727.23 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 (11=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 RIVERSibE STD DWG NO. 312 (CASE C) ® INSTALL CONDUIT INTO EXISTING PULL BOX. CONSTRUCT CATCH BASIN N0, 2 PER COUNTY OF RIVERSIDE STD DWG 8. ALL RPMs SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY NO. 302 (H=4.3', 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 CONSTRUCT CATCH BASIN NO. 2 PER COUNTY OF RIVERSIDE STD DWG DIRECTED BY THE ENGINEER. NO. 302 (H=5.0'9 W=27.1', B -GRATES, GRATE TYPE 24-18) AND GUTTER (3) DEPRESSION PER COUNTY OF RIVERSIDE STD DWG NO. 312 (CASE C) g, THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE REMOVAL PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, CONSTRUCT CONCRETE BULKHEAD PER RCFC&WCD STD DWG N0. M816 FASTENED WITH%" RIVETS WITH STAINLESS STEEL WASHERS, UNLESS CONSTRUCT MH NO. i PER RCFC&WCD STD DWG NO. MH251 OTHER NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED ® REMOVE EXIST DRIVEWAY IN THE FIELD BY THE ENGINEER. CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD DWG NO. M803. REMOVE EXIST BUILDING. CONSTRUCT MH NO. 4 PER RCFC&WCD STD DWG NO, MH254; A=59.610 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 REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER. CONSTRUCT UNDER SIDEWALK DRAIN PER COUNTY OF RIVERSIDE STD DWG NO, 309 REMOVE EXIST SW. CONSTRUCT DRAINAGE INLET PER CALTRANS STD PLAN D73. TYPE PER PLAN. 11. THE CONTRACTOR SHALL LAYOUT (CAT -TRACK) THE PROPOSED SIGNING, REMOVE EXIST FENCE. SIGNING STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS CONSTRUCT CONCRETE APRON AND GUTTER TRANSITION PER DETAIL ON SHEET. D-4 AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO THE ACTUAL INSTALLATION. CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER RCFC&WCD STD DWG NO. CB109 LIGHTING CONSTRUCTION OF NOTES Q EXISTING SIGN/MARKER TO BE REMOVED REMOVE EXISTING STORM DRAIN. SIZE PER PLAN. © CONSTRUCT 12" CSP RISER CONNECTION PER CALTRANS STD PLAN D93B. ® ABANDON ALL EXISTING CONDUIT AND REMOVE CONDUCTORS. INSTALL 12" CSP ® INSTALL PULL BOX IN EXISTING CONDUIT RUN. REMOVE EXIST CATCH BASIN. 1® C-6. STRIPING 12 SOLID WHITE CROSSWALK AND/0 LIMI LINE L CALTRANS STD PLAN A24E, 1® CONSTRUCT GUTTER. REPLACE IN KIND. NOTES 4" WHITE LANE LINE STRIPE (PAINTED) W/ RPMs, PER DETAIL 12, 1® ® INSTALL CONDUIT INTO EXISTING PULL BOX. 1© INSTALL CHAIN LINK FENCE ©FOUNDATION TO BE ABANDONED. 04 MEDIAN ISLAND STRIPE (PAINTED) W/ RPMs, PER DETAIL 299 CALTRANS O 8" SOLID HITENNELIZING STRIPE (PAINTED) W/ RPMs PER DETAIL 38, WITHIN ROADWAY, REMOVE AT LEAST 20 BELOW PRPOSED SUBGRADE. 1® CONSTRUCT 0.67'JPCP / 1.10'AB / 0.33' AS CALTRANS STD PLAN OUTSIDE ROADWAY, REMOVE AT LEAST 2'BELOW PROPOSED FINISHED GRADE. (3) 100'- 4" SOLID WHITE STRIPE (PAINTED) W/ TYPE G RPMs 0 25'O.C. R T (THERMOP ASTIC) PER COORDINATE WITH SCE PRIOR TO REMOVAL. 1® CONSTRUCT 4" AC DRIVEWAY OVER NATIVE. © 12 SOLID WHITE CROSSWALK AND/0 LIMI LINE L CALTRANS STD PLAN A24E, 1® CONSTRUCT GUTTER. REPLACE IN KIND. Q3 4" WHITE LANE LINE STRIPE (PAINTED) W/ RPMs, PER DETAIL 12, 1® RECONSTRUCT PARKING PAVEMENT, CURB AND CALTRANS STD PLAN A20A. RE -STRIPE PARKING SPACES. 04 MEDIAN ISLAND STRIPE (PAINTED) W/ RPMs, PER DETAIL 299 CALTRANS 1© CONSTRUCT CURB RAMP PER CALTRANS STD PLAN STD PLAN A20B, A88B, CASE CM. (3) 100'- 4" SOLID WHITE STRIPE (PAINTED) W/ TYPE G RPMs 0 25'O.C. ROADWAY REMOVAL NOTES © TYPE IV ARROW (THERMOPLASTIC) PER CALTRANS STD PLAN A24A. ® REMOVE EXIST DRIVEWAY 07 THERMOPLASTIC PAVEMENT MARKING, PER CALTRANS STD A24D. ® REMOVE EXIST BUILDING. Q8 4" SOLID DOUBLE YELLOW STRIPE (PAINTED) W/. RPMs, PER DETAIL 22, © REMOVE EXIST C&G. CALTRANS STD PLAN A20A. TWO-WAY LEFT TURN LANE STRIPE, PER DETAIL 32, CALTRANS STD PLAN A20B. ®Q9 REMOVE EXIST SW. ® REMOVE EXIST FENCE. SIGNING NOTES OF REMOVE EXIST CURB RAMP. Q EXISTING SIGN/MARKER TO BE REMOVED © REMOVE EXIST AC PVMT. © EXISTING SIGN TO BE RELOCATED. SIGN SHALL BE INSTALLED ON NEW 2" SQUARE PERFORATED STEEL TUBE POST ® REMOVE EXIST CATCH BASIN. UTILITY GENERAL NOTES' © INSTALL NEW SIGN ON ROADWAY STREET LIGHT 1. IT IS CONTRACTOR'S RESPONSIBILITY TO VERIFY Q INSTALL NEW SIGN LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO THE START OF ANY CONSTRUCTION. E❑ INSTALL NEW SIGN STRUCTURE BRIDGE MOUNTED SIGN (W/0 WALKWAY) 2. FOR UTILITY LEGEND SEE SHEET "U-1". F� RELOCATE EXISTING SIGNTO LIGHT STANDARD PER CALTRANS STD PLAN R54 UTILITY CONSTRUCTION NOTES: tD PROTECT IN PLACE O RELOCATION BY OTHERS ® EXISTING PULL BOX TO BE REMOVED AND BECOME PROPERTY OF THE CONTRACTOR. ® REMOVE AND SALVAGE EQUIPMENT/POLES REMOVED AND SALVAGED BY OTHERS. ® SPLICE NEW TO EXISTING CONDUCTORS. 200 WATT HPS LAMP ON 30'POLE INSTALLED BY OTHERS. 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. 4� INSTALL RIGID STEEL CONDUIT. SEE CONDUTOR SCHEDULE FOR CONDUIT SIZE AND CONDUCTORS. ❑5 INSTALL 120V/240V TYPE 111 -CF ELECTRICAL SERVICE ENCLOSURE WITH THE FOLLOWING CIRCUITS: 6501A(TC1)/6501B(LS3) CLAY STREET, RIVERSIDE, CA 92509 - 120/240V, 100A, 2P, MAIN CB - 240V9 3OA, 2P, COUNTY STREET LIGHTING - 120V9 30A, 1P, COUNTY WALL PACK LIGHTING - 120/24OV9 100A 2P, MAIN (TRAFFIC SIGNAL) - 120V, 3OA9 1P, (TRAFFIC SIGNAL LUMINAIRES) - 120V, 20A, 1P,(ILLUMINATED STREET NAME SIGNS) - 120V9 3OA, 1P, (TRAFFIC SIGNAL) 120V9 15A, 1P,(LUMINAIRE PHOTOELECTRIC CONTROL) - 120V9 15A, 1P5 (STREET NAME SIGN PHOTOELECTRIC CONTROL) - 120V, 20A, 1P, (FLASHING BEACON) URS CORPORATION �aa ES si N\ APPROVED BY: L4 �F IW0.1W S BBNIWW NIHO x,. > i 2 +-"'j _? a~ 5/23/13 PREPARED BY:' DATE MADLEN S. BENJAMIN im2020 EAST 1St ST., Ste 400 SANTA ANA, CA 92705 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) NOTES CLAY STREET GRADE SEPARATION PROJECT NO SCALE w T SHEET No. N-1 " SHEET 2 OF 151 ->' ' ' 0 4080120USERNAME RELATIVE BORDER SCALE - WO NO, B7-0753 COUNTY ^ .5 ? _ f �A /�/\ IS IN INCHES I i i i I i I OGN FILE _) REQUEST FILE NO. �//A1 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. 3. 4. SEE CALTRANS STANDARD PLAN ES -1A, ES -1B, 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 PAOVISIOIJS. 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 CONDUITSALL S SCHEDULE POLYVINYL CHLORIDE RIGID NON-METALLIC CONDUITUNLESSOTHERWISENOTED. ALL CONDUITS S 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. ANDARD OTHERWISE WIRES 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 n FURNISH AND INSTALL TYPE 170E CONTROLLER ASSEMBLY WITH FUNCTIONAL GPS TIME SOURCE SYSTEM. CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET PER CALTRANS STD. PLAN ES -3C. FURNISH AND INSTALL BATTERY BACKUP SYSTEM PER RIVERSIDE COUNTY SPECIFICATIONS. a FURNISH AND INSTALL 120/ 240 VOLT DUAL METER TYPE 111 -CF SERVICE EQUIPMENT ENCLOSURE WITH TYPE V PEC, SEE STD PLAN NO. 1202. SEE CALTRANS STD PLAN ES -21E FOR INSTALLATION. FURNISH AND INSTALL 140' OF 3" SCHEDULE 80 PVC CONDUIT TO EXISTING VAULT WITH PULL ROPE, PER SCE REQUIREMENTS. EXACT LOCATION OF CONDUIT TO BE DETERMINED IN THE FIELD BY SCE. CONTACT SCE SERVICE PLANNER AT (909) 286-2207 PRIOR TO EXCAVATION. FURNISH AND INSTALL VIDEO CAMERA ON SIGNAL MAST ARM PER DETAIL PROVIDED IN THE SPECIAL PROVISIONS. Q FURNISH AND INSTALL 2" C, 2#10 (LUMINAIRE) AND 21112 (IISNS), 4-3#16 POWER CABLE (VIDEO). FURNISH AND INSTALL 2" Co 3#10 (SERVICE, GF CI). ❑7 FURNISH AND INSTALL EVP HEAD PER COUNTY STANDARD NO. 1202. 8 ❑ FURNISH AND INSTALL SIGN ON MAST ARM PER ❑9 CALTRANS STD. PLAN ES -7N, DETAIL No. 2. FURNISH AND INSTALL VIDEO CAMERA ON LUMINAIRE MAST ARM. RETAINING WALL GENERAL NOTES 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 osf SEISMIC EARTH PRESSURE: 24 ocf FRICTION FACTOR: 0.40 between CIP Concrete and soils 0.55 between soils 0.30 between soil and water proofing membrane REINFORCED CONCRETE: fy = 609000 psi f'c = 49000 psi n = 8 TRACKWORK GENERAL NOTES 1. SEE GENERAL NOTES ON COVER SHEET FOR ADDITIONAL INFORMATION. 2. ALL LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS AND THE SPECIFICATIONS SHALL BE COMPLIED WITH FOR THIS CONTRACT. 3. ALL CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED AND COORDINATED THROUGH UPRR AND SCRRA, INCLUDING THE VARIOUS COMPANIES, AGENCIES, AND OTHER CONTRACTORS WHO MAY BE AFFECTED BY THIS WORK. ALL REQUIRED PERMITS NEEDED FOR THE WORK SHALL BE OBTAINED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL COMPLY WITH LEGISLATION OUTLINING PROCEDURES FOR LOCATION UTILITIES BY HAND EXCAVATION AND COMPLY WITH ITS DIRECTIVE. PRIOR TO EACH CONSTRUCTION ACTIVITY WITHIN UPRR RIGHT OF WAY, THE CONTRACTOR SHALL NOTIFY UPRR'S MAINTENANCE AND SIGNAL REPRESENTATIVE. 5. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS FOR CONFLICTS WITH EXISTING UTILITIES, SIGNAL CABLES / EQUIPMENT AND/OR OTHER ITEMS THAT MIGHT IMPAIR CONSTRUCTION ACTIVITIES OR RAIL OPERATIONS. INCONSISTENCIES SHALL BE REPORTED TO UPRR. 6. REPAIRS TO THE DAMAGED MATERIALS OR FACILITIES INTENDED TO REMAIN IN PLACE SHALL BE MADE BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 7. EXISTING ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY JOIN ELEVATIONS PRIOR TO ORDERING MATERIALS OR CONSTRUCTION. 8. DEFINITIONS: A. TRACK OUTAGE: TRACK WHICH IS OUT OF SERVICE FOR A GIVEN PERIOD OF TIME. B. ACTIVE TRACK: TRACK ON WHICH TRAINS ARE OPERATING AND INTERRUPTION OF SERVICE MAY OCCUR ONLY WITHIN AN APPROVED "WINDOW'. C. WINDOW: A GIVEN PERIOD OF TIME BETWEEN OPERATING TRAINS WHERE A TRACK 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. 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 1/2 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 72 HOURS PRIOR TO BEGINNING CONSTRUCTION TO MAREK COMMUNICATION CALBES AND CONDUITS, TRACKWORK CONSTRUCTION NOTES: 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. 4. FOR EARTHWORK CROSS SECTIONS, SEE SHEETS TR -14 TO TR -39, URS CORPORATION APPROVED BY: Z& 5/23/13 PREPARED BY: DATE MADLEN S. BENJAMIN *7 2020 EAST 1st ST. Ste 400 � m SANTA ANA. CA 92705 RELATIVE BORDER SCALE 0 40' 80' 120' (USERNAME => IS IN INCHES I i I i I i I DGN FILE => $REQUEST COUNTY OF RIVERSIDE NOTES CLAY STREET GRADE SEPARATION PROJECT NO SCALE WO NO. B7-0753 (COUNTY FILE No SHEET No. SHEET 3 or 1 5 1 q5? -AAAA 1. ALL RIGHT OF WAY, EASEMENT, AND TCE DIMENSIONS ARE APPROXIMATE AND TBD. 2. UTILITY LOCATIONS AND RELOCATIONS ARE APPROXIMATE, SEE FINAL UTILITY PLANS. 3, FOR RETAINING WALL TYPES SEE RW DRAWINGS. 4, EXISTING MEDIAN IS 12 FT. PAVEMENT SECTIONS ❑A EXISTING 0.31 AC / 0.50 AB [D 0.55' AC(HMA) / 1.05' AB EASEMENT PROP I R/W :4.1'+nl .`-T4.4' I EXIST R/WCLAY j 22.5' & VAR y 44'2 ST 44'2 • FL VARIES 36.8' TO 38.5' ! I 38.5' ------`�'- 17'& VAR 14' VARIES 18.8'to 20.5' 12' 12' 12' SIDEWALK & STRIPED MEDIAN PARKWAY (ACCOMMODATION FOR FUTURE TRAIL) 6' PROP 42" SD " C PROP SD RET WALL SW 2' & VAR ►i (.-- 14' & VAR 1 H = 61to 16'� 57 2% 2% SEE NOTE 3. 4" CONC SW, TYPJ TYPE A-8 CURB, TYP PER STD NO. 201 — PROP EASEMENT R/W EXIST R/W EXIST R/W I I 1 i 3.4' i .. 99 -' & VARY j j 44'+ C CLAY ST 44,+ I I i 12' FL 32.2 32'2 FL 12' I j j SIDEWALK & SIDEWALK & j j 1.1 PARKWAY 14'2 12'2 1 12'& VAR 12'2 1412 PARKWAY i .� & VI I STRIPED MEDIA ' j PROP 42" SD ! i 0'& VAR 2'I TYP YP I 195% & VAR 1.5% & VAR RET WALL ---- - - g I SEE NOTE 3. I _ +---------------------=c=_=:1111- I n i i i O ---1111-' CLAY ST. EXISTING NTS STA 3+60 to 12+26 10' & VAR EXIST R/W 1 P / �—Y H I i O STA 16+05 to STA 18+15 STA 14+72 to STA 16+05 CLAY ST. NTS STA 14+72 to 18+15 T1=11 R=40 98' & VARIES CLAY ST 44'+ VARIES 1 12' 14' TO 18.8' 12 12' SIDEWALK & STRIPED MEDIAN PARKWAY 6' PROP 42" SD 2 SW ' I I I*- z 1 4" CONC SW, TYP J I I I I TYPE A-8 CURB, TYP PER STD N0. 201 i i i O CLAY STE NTS STA 12+26 to 14+72 T1=11 R=40 PROP R/W EASEMENT I I 14.x'-: EXIST R/W 0.6' & VAR I I FL 0.5' t I I �i SW i CHARTER CABLE LINES, SEE NOTE 2. EXIST R/W i I 32' FL i 12' 14' 12' 'j SIDEWALK & PARKWAY I 6' I SW ----------' 2% 2% -► �- 2:1 MAX URS CORPORATION O VSp ESS,0N APPROVED BY: N10IL IEE C54757 A 1Ns1ns xa 5/23/13 ,p, PREPARED BY: HILTON L. YE DA E s'4 a. C"L,pa+`AP it= 2020 EAST Is+ ST. Ste 400 \/iY7 SANTA ANA, CA 92765 RELATIVE BORDER SCALE 0 40' 80' 120' USERNAME => IS IN INCHES I i I i I i I DGN FILE => $REQUEST COUNTY OF RIVERSIDE TYPICAL SECTIONS CLAY STREET GRADE SEPARATION PROJECT NO SCALE WO NO. B7-0753 (COUNTY FILE No. SHEET No. m: X-1 SHEET 4 a 151 q57_ MM NOTES: 1. ALL RIGHT OF WAY, EASEMENT, AND TCE DIMENSIONS ARE 13+OOt 727 17+50t APPROXIMATE AND TBD. 20+OOt 737 2. UTILITY LOCATIONS AND RELOCATIONS ARE APPROXIMATE, EASEMENT 745 SEE FINAL UTILITY PLANS. 3• FOR RETAINING WALL TYPES SEE RW DRAWINGS. 23.25' 4. EXISTING MEDIAN IS 12 FT. r 5. SEE CALTRANS STANDARD PLAN D99A FOR EDGE DRAIN DETAILS NOT SHOWN, 6. EDGE DRAINS TO BE CONNECTED TO NEAREST PROPOSED CATCH BASIN. �r 7. STRENGTH OF CTB LAYERS SHALL NOT BE LESS THAN 2000 PSI. BRIDGE ABUTMENT 8. WATER PROPPING MEMBRANE SHALL BE SEALED TIGHT WATER LEVEL VARIES v AROUND STORM DRAIN LATERALS TO PREVENT GROUND SEE TABLE. WATER SEEPING UP TO THE SURFACE. 2.9'(MIN)� ,, x- x 61 — J ELEV 727.6'? } PAVEMENT SECTIONS EA EXISTING 0.31 AC / 0.50 AB (+/-) © 0.55' AC (HMA) / 0.75' AB WITH 0.70' ATPB © 36" CTB (UNIT WEIGHT 150 pcf) GW ELEVATION TABLE CLAY ST STATION DESIGN HIGH WATER ELEV 13+OOt 727 17+50t 733 20+OOt 737 22+20t 741 26+80t 745 NOTE: SEE WALL AND BRIDGE PLANS FOR SPECIFIC LOCATION OF DESIGN WATER ELEVATION. ABUT EXIST FACE EASEMENT 1 o c• 1 44' t 138.5'PROPOSED ROADWAY EASEMENT C CLAY ST I 14' " 34' 1 / PARKWAY. 2 - 12'LANES PLUS SHLD 'COMMODATION FUTURE TRAIL) A.C. MEDIAN PAVING —1 TYPE A-8 CURB, TYP PER STD NO. 201 6' 2.5' SW � TYP 4" CONC SW, TYP - / CONNECT EDGE DRAIN TO J INLET AT STATION 19+48.45 4" GAS LOCATION TBD — EASEMENT PROP I R/W j 14.4' 1 i i i j 11' & VAR I ' I I RET WALL H = 16'to 26 SEE NOTE 3. - EXIST R/W -.L_ I 13.8'& VAR 14' SIDEWALK & PARKWAY 4" CONC SW, TYP –J TYPE A-8 CURB, TYP PER STD NO. 201 — 6' FL 20.5' 34• IEDIAN 2 - 12'LANES PLUS SHLD OTE 4 TYPE "D" CURB, TYP / PER STD NO. 204 1 t4, k PROP 42" SO (TO 21+70) r 1 2% MEMBRANE WATERPROOFING (BOTTOM) MEMBRANE WATERPROOFING (TOP) RELATIVE BORDER SCALE IS IN INCHES CLAY ST. AT BRIDGE SECTION 100' & 12' NTS STA 19+61 to 20+40 T1=11 R=50 CLAY ST I I i 1 38.5' I I 12' 12' STRIPED MEDIAN I I 14' 1: PROP 42" SO I 1 - MEMBRANE WATERPROOFING ) - MEMBRANE WATERPROOFING (BOTTOM) I � CLAY ST. t NTS STA 18+15 to 19+61 T1=11 R=50 0 40' 60' 120' 1 1 1 1 1 1 1 EXIST EASEMENT 18.75' I I 5' ; 0.5't SW r�BRIDGE ABUTMENT ------ ---------- ELEV 728.5 \—CONNECT EDGE DRAIN TO INLET AT STATION 19+48.45 CHARTER COMAUNCATIONS AND AT&T CONDUITS, NOTE 2. FL PROP R/W EASEMENT I 14.9' EXIST R/W '�- 14'ft I I I� ------------ SW KEY (PER STD PLANS) I 1.5', TYP SCE, CHARTER COIMUNCATIONS AND AT&T CONDUITS, SEE NOTE 2. URS CORPORATION OQR�E55/xH4 APPROVED BY: P Nel L WE � 051757 7 ,o, balm a 5/23/13 y PREPARED BDATE HILTON L. YEE [np5*T� 2020 EAST 15+ ST., Ste 400 I= SANTA ANA, CA 92705 USERNAME => DGN FILE => $REQUEST A ATPS AB 7 TREATED PERMEABLE MATERIAL FILTER FABRIC 3" DIA SLOTTED PLASTIC PIPE EDGE DRAIN DETAIL NTS STA 18+15 to 22+80.00 (SEE NOTES 5 AND 6) RW/ABUTMENT FOOTING #5 0 12 EA WAY u' (EPDXY COATED) 9'-0" 6'-0•• CTB REINFORCEMENT DETAIL NTS COUNTY OF RIVERSIDE TYPICAL SECTIONS SHEET No. CLAY STREET GRADE SEPARATION X-2 PROJECT NO SCALE SHEET 5 OF 151 KVIKDI oemam2 WO N0, B7-0753 COUNTY FILE No. q57- MOM NOTES: 1. ALL RIGHT OF WAY, EASEMENT, AND TCE DIMENSIONS ARE APPROXIMATE AND TBD. 2. UTILITY LOCATIONS AND RELOCATIONS ARE APPROXIMATE, SEE FINAL UTILITY PLANS. 3. FOR RETAINING WALL TYPES SEE RW DRAWINGS. 4. EXISTING MEDIAN IS 12 FT, 5. PROPOSED R/W AT PARCEL 163-400-002 IS BASED ON APPROVED TENTATIVE PARCEL MAP. PAVEMENT SECTIONS I - 10,551 AC (HMA) / 0.75' AB WITH 0.70' ATPB © 36" CTB (UNIT WEIGHT 150 pcf) 0.55' AC (HMA) / 1.55' AB FE PROP EASEMENT R/W 1 I 13.9' i 1 I I EXIST I I I i I F 1 14' rFOR WALK & RET WALLRKWAY H = 8' TO 1fi�MODATION \URE TRAIL) 1 6' 4" CONC SW, TYPJ TYPE A-8 CURB, TYP PER STD N0, 201 4" GAS LOCATION TB PROP EASEMENT R/W I I I I EXIST i I 9.1' & VAR R/W I j FL i RET WALL 14 H = 16' to 26' SIDEWALK & PARKWAY (ACCOMMODATION FOR FUTURE TRAIL) WATER LEVEL VARIES o -6' SEE TABLE ON SHT "X-2" - SW 4" CONC SW, TYP J TYPE A-8 CURB, TYP PER STD N0. 1 — PROP EASEMENT R/W 97.7' 1 13.4'_1 E CLAY ST EXIST 1 i I I 38' 38.5' FL I 20' 12' 27 2% & VARIES (T 1%) 44' +_ 20' & VAR 12' RELATIVE BORDER SCALE 0 IS IN INCHES L CLAY ST. NTS STA 22+78 to 25+00 T1=11 R=25 C CLAY ST 1 I i 12' D MEDIAN I I 38.5' MEMBRANE WATERPROOFING (TOP) MEMBRANE WATERPROOFING (BOTTOM) CLAY ST. NTS STA 20+40 to 22+78 T1=11 R=50 SW ff--w------------- ® u CHARTER COMMUNICATIONS CONDUITS SEE NOTE 2. AT&T CONDUITS, SEE NOTE 2. SCE CONDUITS, SEE NOTE 2, PROP R/W EASEM L 13.4' _I EXIST R/W 0.5' 0.6' I I FL ''II SW SCE, CHARTER COMMUNICATIONS AND AT&T CONDUITS, SEE NOTE 2. URS CORPORATION o 9%p ESSI,* APPROVED BY: e�' 4 XILIUI L 1Tf CSIRi A r sA /23/1 PREPARED BY: DATE HILTON L. YEE CALITR'�P T= 2020 EAST 1st ST. Ste 400 ViY7 SANTA ANA, CA 927x5 40' 80' 120' USERNAME => I i I i I DGN FILE => $REQUEST TYPICAL SECTIONS CLAY STREET GRADE SEPARATION PROJECT NO SCALE WO N0, B7-0753 COUNTY FILE No SHEET No. X-3 SHEET 6 O 151 REVIum eem712012 Cl 57- M M NOTES 1. ALL RIGHT OF WAY, EASEMENT, AND TCE DIMENSIONS ARE APPROXIMATE AND TBD. 2, UTILITY LOCATIONS AND RELOCATIONS ARE APPROXIMATE, SEE FINAL UTILITY PLANS. 3. FOR RETAINING WALL TYPES SEE RW DRAWINGS. 4. EXISTING MEDIAN IS 12 FT, 5. PROPOSED R/W AT PARCEL 163-400-002 IS BASED ON APPROVED TENTATIVE PARCEL MAP. PROP EASEMENT R/W 1 I 8.9' i I I i ' I I I, - PROP EASEMENT R/W I I i 8.9' RET WALL -H = 4' TO 10' TYPE 1 OR PILE TYPE SEE NOTE 3. EXIST R/W _I - i j FL r 23' SIDEWALK & PARKWAY (ACCOMMODATION FOR FUTURE TRAIL) 6' SW 4" CONC SW, TYP —/ TYPE A-8 CURB, TYP PER STD 10. 201 4" GAS LOCATION TBD EXIST R/W I I i FL i 23' SIDEWALK & PARKWAY (ACCOMMODATION FOR FUTURE TRAIL) 6' SW 2X_ 4° CONC SW, TYP J TYPE A-8 CURB, TYP PER STD NO. 201 4" GAS LOCATION TBD PAVEMENT SECTIONS [E 0.55' AC (HMA) / 1.55' AB �F 0.40' AC (HMA) / 1.00' AB © 0.45' AC (HMA) / 1.20' AB 106.1' CLAY ST I I 12 12' STRIPED M I i i I 2% CLAY ST. NTS STA 27+66 to 29+81 T1=11 R=25 107.2' t CLAY ST 44'4 I I f2% 2% & EXIST R/W I I i 44' + i 32' r i 12' 14' 12' I I i 6' i SW I 2% r CHARTER COMMUNICATIONS CONDUITS SEE NOTE 2. AT&T CONDUITS, SEE NOTE 2. SCE CONDUITS, SEE NOTE 2. CLAY ST. NTS STA 25+00 to 27+66 T1=11 R=25 ** CROSS SLOPE VARIES FROM 2% TO 1% FROM STA 23+85 to STA 26+30. i FL j i PROP R/W EASEMENT I I j 8.9' i �I I i i SW 2Y. r CHARTER COMMUNICATIONS CONDUITS SEE NOTE 2. AT&T CONDUITS, SEE NOTE 2. SCE CONDUITS, SEE NOTE 2. RELATIVE BORDER SCALE IS IN INCHES PROP EASEMENT R/W I I 3w -9 --►jam EXIST R/W I 1 i ! SIDEWALK 8 PARKWAY RET WALL6' H = 4' TO 10' SW TYPE 1 OR PILE TYPE 26- SEE NOTE 3. FL 39'+ Q GENERAL DR. i GENERAL DR. NTS T1=8 R=25 EXIST R/W I i 39'2 28 FL ! i I 16' 11' SIDEWALK & PARKWAY ! i 6 i SW 2X' �� I 2:1 MAX PROP I i i I 28 1 PROP EASEMENT R/W GENERAL DR. NTS T1=8 R=25 EXIST R/W I i 39'2 28 FL ! i I 16' 11' SIDEWALK & PARKWAY ! i 6 i SW 2X' �� I 2:1 MAX PROP WO NO. B7-0753 COUNTY PROP EASEMENT R/W FILE No. c R/W EASEMENT 18.4' 1 68.2' 1 8.4' 1 ! ! EXIST R/W EXIST R/W ! ! 33'± LINES 33'+ I I FL22, i I 1 i j 22. FL i i 11' 10' 12' 12' 10' 11' ! i i I SIDEWALK / i SIDEWALK j PARKWAYRET WALL6' H = 4'To 10' n SWTYPE 1OR PILE TYPE r 2_X� r2/._ SEE NOTE 3. 4" CONC SW, TYP J TYPE A-8 CURB, TYP PER STD NO. 201 LINARES AVE. NTS T1=9 R=25 URS CORPORATION o Q,a ES SIOHS APPROVED BY: ~pp 1_ MLLid 1. IFF �" 051157 e ° 5/23/13 .c. omni sm PREPARED BY: DATE HILTON L. YEE a. Ce11raa *Wpm. 2020 EAST is+ ST. Ste 400 •/iY7 SANTA ANA, CA 92765 0 40' 80• 120' USERNAME _> I i I i I i I I DGN FILE => $REQUEST COUNTY OF RIVERSIDE TYPICAL SECTIONS CLAY STREET GRADE SEPARATION PROJECT NO SCALE SHEET No, X-4 SHEET 7 m 1 5 1 WO NO. B7-0753 COUNTY FILE No. c w' NOTE:.;; CENTERLINE DATA t 1�1�1Y �- ONLY DRAINAGE WORK WILL BE PROVIDED ���t<<�i� ��� '7"i./ R T L THIS AREA. SEE DRAINAGE SHEET FOR t IN �t , DETAILS. '��' ,\ t•• ,y : i _ . 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I--------- .----- . .._.............. ....... .. 1... ... -.9.9.9.9......... .. �... ............. .. 1919. 1919_. --9-9-9-9-9 ... 919-9_- 999-9_ --- . .......... ... j ... 7 50 x. • •---.:-.---.........y ....................... 2.........-.-.-.....- -,9, . .........-...--.-.......-...._...........-.....-.-.p................ 1 .. ... .......L.......... .L......- ..............A........___....-9999«. ----_ -,... -. --....--. ..--.....-.............._...-.....-J-...--.............F.............._•__ ...� •-.-- ---_ ... ......... ...............-----....----i-.....--- 1919__ . _• ••____............L . ... .. ...._....-..-.-..:.......-...__..-...--__..- - ----....... 9................9 ............. .- .._......___.. 9999. .........._ .. .p .._....................... ,- .. 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".".' --.-.-....t............_.....:--1919-. ...: 9999 . ............. 1919.. _.: _-......�. .. --... ........ ... 9999.. 9999 ....... 1999.. 9999-9999 .. ----- 9999... ... ---... ... 9 999 .......................-.- 9199_.-: ...._...._L....___.... _. .. -_ ---- ..-.. ....__....__. ... ... 1999 _. ...........__. .Z 999 9.. -. i ... ............ ...... 199-9-. ..-_ ; 730 730 � , .. 9999.1999..., .. 1999 - 999-9_: .......... .............. ... -.-919-9 1919. .J...__....... .. :1 .. .-.-.{ _.'--_- i .. . 9999.. ........ .-...-.. ..............._ 9999 ------ 9919.- ( ..-,"',.... ,... i -. .. 9999 .. -.-- -_. ............. .. --------- ..-. - '1......._____.... ..._-. .. 4 --.: --_...""__. 9999 ..9....._..19.9. .. 9999. - ---- :.,u .......-...9 ......_. 9199 .. -. 9199. 9199., -- ... -_. . II _.-.-...--.._......__. 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I. -- ----__. 9...........19..9 9999... -......_---. 1999.. ...-. . ----r-''"<-- ... ......._...__. ........ 9999 _... 9999 , . -1999... .-9999. 720 ------_....... -.............._..............:...............- -....i--__.-...-.---....;.........._............I..........9.........9.. iV +9 99 9, , __..._ ..................w.......--..,.'-.. ,.,-.-----,...,. -•------.- -.. _,....................I....................._. : -._............._......_................ ,'_, .. .. _......... ... ................. ..........999 9.. ..... ............._..-. -........- - '- --------'-------------__._.;___...._..._.._-:.........'- -`j------------------------....-.. ......._...... -T -- - ------_-....9:- 1999 -- -: -------- ----- -----.._...... .-....- ----------- - -------------- ----------..------ --- -.........- _. --9999 1999. ----•----•-•-,^.19.19------• . ..-.. ......... __........ ........ - - . . 1 M ........................_ -_ _. - ... -- - - .___........ ....... 1999.. .. : .... . r :' ... 1919__ 1919____ --------N.:...............---:- _ _ __ ......:..:...................... .. .� .. _ 1919 _, ... ..__...._.1................. .. -:... ... ... ..........__.... 9999_. 9999.1999__. .p .. : ...._._.- .......___..... -... ._.....__..... _ .____.._... _ 1919__ 1919 1919____ .-9999.. 9999__ 1919 1919__ ... _ 1919 ... 1919__ _ _____________ -t 710 ........... ............;........__........_.1-- ________ : : ___________ ______________ : 1919_ ..__;.__.........._........... : 1919 __________________I ..� - _________ :I 1919_ ________: ___ ____________________ ______________ .........� .._.........._ ._ p ________ y-.....-._.........-.............._•__•___.:......_____. 1919___ _: 1919___ ._________________ A. _______________________ :. _ ... .-.......-- ...----- 1919 �... .......- ................. 919:9.. .. ;.. .. .. -... ................. -9..19. ......._......... ...y... 999 9 ...........__. .. 99 9 9 .. _:. ..-...-.-.9.9.19. .� 9999.. 710 _..-.,....-.- ...............................-i-....-.......____..i ..;.-...-.-...-............._............-.....__i.....................-.. �....-.---..........• .. .._ .................L.................... ...:.... ....---.-..... ........-...9... ......._•___• 1919____ 700 ..- .. ._-1 ............ :-9-9-: .. ... __... ... .. _ - 919-9 9199. .., 1919__ 199--I; .. , ... ... .. .-.-1999. .. ._ 9- .. ._-----9999 . ,.. ....9999 1919... .. 700 ..-..... --.-...... _.-- .............. Z..-.....................;.................-'-. ....................... ........................ ............. .-.-..,.....:.-.-............. -..-......... .......... ............. --..-.... -..•.........-.........-_..........'-.._... .......-.......... ... 9..........._ ---- .-,-. .-...,-....... ...... ............ --- ... .,........ .................. ................. 1999.-.-.-9999...-.'&'.1.111,-.,,... ... ,... ...... 9 ........ .. 9999 690 ... 9999.._-p ._....__,___ :. _9-1919. ......___-199 9 .. I....... I. 1919_ 1919 _ _.-._-.-919.9... _., ... 1919___ 1919_ 9919. .. .. _ - ----9 9999 .- -. I 9- . ... _ ... ..-. . _ .. : ________ 919-9____ - ;. 9999 .. 999-9 . 9999 9 9: 99 .. 9199 199 - 9 j .. 9199 . > -.-. 690 _.............. -..................-- --- ...._..._................ ..... ..............................A....._............._.;_....................................._..... .................. .......... _......... ... 999-91 ..__.....- -9-9-9-9 __. --- ..... ... ...-- --- --- ----- u - --._ . - -- -- - - SCALE : ... - 9--. . -- _.. .....-1919 9-9- ---9.9-99 . _ : - -.. ..._ ; 9-9-9-. -9999.... 4.9-9-9- .9,199 ....., _- 9 9 9 9.__ : .. ._ , .. 1999. ' . ... _- .. 9.199 ,. _ 1919. .. 199.9 9,999.. .....-' ,. -----9199 V, 1„ ._ _ g' . 680 ... ....9.199: ..-_...____ 9999-... ....__...__ .. }.9-9-9_.9 9-9-9-9 . __ ...I-- --........_.. .:..____.__ 9919-.-.-9- .-9 99-9 __.....- ---- _.....I -..9-9919 ._:.. --9199 999 ..9 .. , ............... ..-.-9199. _..... .__.. .- 9999. _ ._. - --- .---- 680 STATION I 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 TOTAL Vl�A:iAAi4N\. Al V rli VA_h t t "=YA 1,%%ti 1 I CA t A J �----- I It t w' NOTE:.;; CENTERLINE DATA t 1�1�1Y �- ONLY DRAINAGE WORK WILL BE PROVIDED ���t<<�i� ��� '7"i./ R T L THIS AREA. SEE DRAINAGE SHEET FOR t IN �t , DETAILS. '��' ,\ t•• ,y : i _ . T�., •� - -. __ - - ¢t 1 \. 1\ i '\ ii zt `� c ii \�• ..- ..--t� � ti 1 Jd f� 1 499.991 31038'22" 1 141.67' 1 276.10' Ii REMOVAL NOTES ` 1. t. t - i v �� « , r f I / " �,_ VV"- rL•- T•_• -�. OH REMOVE EXIST CATCH BASIN. >r Sg l 11 '\ ' p Yet 1 1t t �.l- -4.-- - t J t ' - (F•L,_. ._�. _, _• I / ~ 1 11 •5\� y- C `� 11 �„a ��„ i,/ \ \i t T-tr : 1 ':fin .. O �v -� \.�, �\ 'fl -71 .�..,.r �.� t i l \ { •h 2•& ( ON // \ G I� 1 \ E--i,�11r - � I ss 431E -�., Q nr� �� y' - �- �� /`3 b2r:53� ;E'er ��.� '��as .. �!� _..a-•---2 ,9, 7.J �7`+ ` J xl8'C ) iuW IN V� �k.�•� ti`s 2653 *tae � I`,1 zr.,z �� 1 �,iI4rV / A\ �,,I� .' �0 ��\� � �, Y•�.� "/r>. �'`%�.-� 'st 11, V BC 6+14 9 � '11 Ili EC 8+ 1.00 '�/W � �` W \\ \\\ � \N, N' 1 \ \ //.,I 1 ,�� \ f '� *72 lel t ( t /1 �� x7,„> ''� •'i �'J�' b '.' DR i t � ' 1 •Y I 3+02.37 LA1�ST = 7 % t �; ".../""" xrz �1 �/� I 1 � 50+00 VAN U N BL V " i f I �� 1r 11r?/,? CLAY 3� 1 � y .z I �/il l .----�.' --% 1-I ; 1 I� 1 '1 i x z; / tJ ,e� � V 1. 9 I, .e .�� x �_ I i I d w SCALE: 1" = 40' COUNTY OF RIVERSIDE URS CORPORATION LAYOUT PLAN SHEET No. o1R�ES5/° APPROVED BY: C L A Y S T R E E T0 DE "` N1LM,, ��4f� GRADE SEPARATION l PROJECT L-1 E51751 IS A 5/23/13 W« ,°, 1xnmT x sPREPARED BY: DATE HILTON L. YEE a "e O. CRL1*1� 2020 EAST 18t ST., Ste 400 SHEET 9 Or 151 I= SANTA ANA, CA 92705 RELATIVE BORDER SCALE 0 40' 80' 120' USERNAME _> COUNTY h 08 WO N0. 87-0753 {,/� [ 'A .A IS IN INCHES I i I i I i I DON FILE _> RREOUEST FILE NO. q57� M'-1 CENTERLINE DATA O R p I T L 2 499.99' 41032'21" 189,63' 362.49' 3 499,99' 48055'45" 227.49' 426.98' ® REMOVE EXIST CURB RAMP. © CURB DATA ❑ R A T L 1 464,63' 37010'53" 156.28' 301.52' 2 35.00' 83036'45" 31.30' 51.08' 3 35.00' 85016'35" 32.23' 52,09' REMOVAL NOTES MODIFIED, SEE CONST. N4 ' DETAIL SHT C-2 126''.'% JDIN H&G - `� j..' -x7 - PCC CCs 1e, 15+11.64 CLAY St BEG RE OVE %IS �&G j�tr/ t � 10+00.00 GENERAL x R/W / ' 57.40 fix. t SNS ENT #1 DWY W=25' i ,Y 11+49:15 BC rr tiQ „ p, t S E CONST. DETAIL SHT C-2 (8 C„• Lr RET WALL N0. 13 11C>1 EX` 2$ Y *__ _.3.€,E SHEET RW -3 TCE v vim •• `� E z R/71 EASEMEAT� hVS�� EX C&G.L Oy 72+26,56 L_.. 13 14 � 0..... �• ��...�- EX -• F.._._ _._.i._. _ _ is BEG REMOVE E% n ` W - 1 _ s� YLG.,F�AVEMENY`,., 12+26 56 32 RT” ,�,.�p W07 JOIN EX C&G BEG REMOVE EXIST C& 1 ` BEG REMOVE EXIST SW 20' SLOPEJ R/W CLAY ST RET WALL NO. 17 SEE SHEET RW -4 y—TCE RELATIVE BORDER SCALE REMOVE EXIST DRIVEWAY ® REMOVE EXIST BUILDING. © REMOVE EXIST C&G ® REMOVE EXIST SW. ® REMOVE EXIST CURB RAMP. © REMOVE EXIST AC PVMT. MODIFIED, SEE CONST. N4 ' DETAIL SHT C-2 126''.'% JDIN H&G - `� j..' -x7 - PCC CCs 1e, 15+11.64 CLAY St BEG RE OVE %IS �&G j�tr/ t � 10+00.00 GENERAL x R/W / ' 57.40 fix. t SNS ENT #1 DWY W=25' i ,Y 11+49:15 BC rr tiQ „ p, t S E CONST. DETAIL SHT C-2 (8 C„• Lr RET WALL N0. 13 11C>1 EX` 2$ Y *__ _.3.€,E SHEET RW -3 TCE v vim •• `� E z R/71 EASEMEAT� hVS�� EX C&G.L Oy 72+26,56 L_.. 13 14 � 0..... �• ��...�- EX -• F.._._ _._.i._. _ _ is BEG REMOVE E% n ` W - 1 _ s� YLG.,F�AVEMENY`,., 12+26 56 32 RT” ,�,.�p W07 JOIN EX C&G BEG REMOVE EXIST C& 1 ` BEG REMOVE EXIST SW 20' SLOPEJ R/W CLAY ST RET WALL NO. 17 SEE SHEET RW -4 y—TCE RELATIVE BORDER SCALE 0 40' 80' 120' IS IN INCHES I i I i I i I R,yy ro END ,TAPER EASEMENT -R/W W=5' `- TCE RET WALL NO. 18 SEE SHEET RW -6 CIL SCALE: 1" = 40' URS CORPORATION QpaE Es slo APPROVED BY: 57 XILIXN L 1R o. 1Xmm 5/23/13 . PREPARED BDATE HILTON L. YEE TQ)f Ef CAL111 {m 2020 EAST 1 s+ ST. Ste 400 SANTA ANA, CA 92705 USERNAME => DGN FILE => $REQUEST CONSTRUCTION NOTES O1 CONSTRUCT COMMERCIAL DRIVEWAY PER RIVERSIDE COUNTY STANDARD No, 207A. 2O. CONSTRUCT TYPE "A-8" CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD No. 201. 4O PLACE ASPHALT CONCRETE (AC) OVER AGGREGATE BASE PER TYPICAL SECTION. ® CONSTRUCT CURB RAMP PER RIVERSIDE COUNTY STANDARD No. 403 (CASE A). O9 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY STANDARD No. 209 AND 210. 1® CONSTRUCT CONCRETE SIDEWALK PER RIVERSIDE COUNTY STANDARD No, 400 & 401 (UNLESS OTHERWISE SPECIFIED). 1® RECONSTRUCT PARKING PAVEMENT, CURB AND RE -STRIPE PARKING SPACES. © CONSTRUCT CURB RAMP PER CALTRANS STD PLAN ABBB, CASE CM LAYOUT PLAN SHEET No. CLAY STREET �= GRADE SEPARATION L_2 PROJECT SHEET 10 m 1 51 nenuo: aemao:i WO NO. B7-0753 COUNTY FILE No. _I vEl) �+ C E - ... .. CONSTCOUNTYUCT STANDARDETE No. SIDEWALK L0 PER RIVERSIDE SIDE 1 it7 m // 2 1 m i N QJ OTHERWISE SPECIFIED). CA M / M I'r�•_J - r 19 f C 1B - 21 4 G TYP C _223 - - - v 1 _ Noo e'1o'E i z� REMOVAL LLI EC 19t 38.6 "1 ,- •1 �`_�. '; ` C ® REMOVE EXIST DRIVEWAY NOTES t i �� — EXIST � s / R/W -x� .. .... REMOVE EXIST W M.... G f ... - REMOVE 0 E E IS S& "-a 18+15 -_ __-- -------- --- -- T R �L NO 18 Q� "� #' TY �• --------- %;F7REMOVE EXIST FENCE. BEG OF AREA PRO L 1' l RETWALL NO. 22 AND WATER PROOFI !{ ""{I- 8F--- - '1�1 �' V�_ 1 1 W=y '� ''� © REMOVE EXIST AC PVMT. f t SEE SHEET RW -8 —� T EASEMENT 2+78 f ° —-BEGLSIMEDIAN �1h, �' E r�\1 '' END QE EA ® REMOVE EXIST CATCH BASIN. /� �y {-", PI(4KET ENCE ,C=190' __pR0¢ SEAL SAAB .,� - / ,•-•^"";'i /'' `ti �'�(SE1E S ET BR-19�FORI DETAIL) - AND WATER PROOFING SCALE: 1" = 40' PICKET FENCE L=100' 20+49.00 (SEE SHEET BR -19 FOR DETAIL) END MEDIAN GRADE SEPARATION COUNTY OF RIVERSIDE 20+00.00 [ CLAY St = APPROX BRIDGE LIMITS URS CORPORATION LAYOUT PLAN SHEET No. 100+00.00 t RR TRACK SEE STRUCTURE PLANS CLAY ST APPROVED BY: CLAY STREET w o spa Es slox 4f�� GRADE SEPARATION xwa E. VEE L-3 sCA757 A 5/23/13 PROJECT 'P'1pAtA] x•A PREPARED BY: DATE HILTON L. YEE s"�' CV CALI"�'`cp *7oC 2020 EAST 13+ ST., Ste 400 SHEET 11 OF 151 VfY7 SANTA ANA, CA 92705 RELATIVE BORDER SCALE 0 40' 80' 120' USERNAME => WO NO. 87-0753 COUNTY /� IS IN INCHES I i I r I i I DGN 0 FILE => RREOUEST FILE NO. S^lw MN CENTERLINE DATA ANGLE IPT s ^ = 1 E E EASEMENT ry`� 20+74 d 3 LT RET ALL N0. 23 " � � .._..-...--' --'- - . _.. RIVERSIDE COUNTY STANDARD No.. 201, T I ��+ ,a .0 _ � �--"�. _ •,r to ll� r( __ ANGLE RW_10-- � T CONCRETE (AC) OVER AGGREGATE O E O R L A`r;V c jPT it- ---- ---HEFT � �.. - - -- ---- --- -- -R ---- r--- � \ -/""� BASE PERTYPICALSECTION, fJ � f 'r 3 499.99' 48055'44" 227.49' 426.98 �tyL� " �n ..,", - t t,. '; ="w•==�?j: ail, .r ° L� PLACE AC MEDIAN PAVING PER TYPICAL SECTION. vEl) �+ C E - ... .. CONSTCOUNTYUCT STANDARDETE No. SIDEWALK L0 PER RIVERSIDE SIDE 1 it7 m // 2 1 m i N QJ OTHERWISE SPECIFIED). CA M / M I'r�•_J - r 19 f C 1B - 21 4 G TYP C _223 - - - v 1 _ Noo e'1o'E i z� REMOVAL LLI EC 19t 38.6 "1 ,- •1 �`_�. '; ` C ® REMOVE EXIST DRIVEWAY NOTES t i �� — EXIST � s / R/W -x� .. .... REMOVE EXIST W M.... G f ... - REMOVE 0 E E IS S& "-a 18+15 -_ __-- -------- --- -- T R �L NO 18 Q� "� #' TY �• --------- %;F7REMOVE EXIST FENCE. BEG OF AREA PRO L 1' l RETWALL NO. 22 AND WATER PROOFI !{ ""{I- 8F--- - '1�1 �' V�_ 1 1 W=y '� ''� © REMOVE EXIST AC PVMT. f t SEE SHEET RW -8 —� T EASEMENT 2+78 f ° —-BEGLSIMEDIAN �1h, �' E r�\1 '' END QE EA ® REMOVE EXIST CATCH BASIN. /� �y {-", PI(4KET ENCE ,C=190' __pR0¢ SEAL SAAB .,� - / ,•-•^"";'i /'' `ti �'�(SE1E S ET BR-19�FORI DETAIL) - AND WATER PROOFING SCALE: 1" = 40' PICKET FENCE L=100' 20+49.00 (SEE SHEET BR -19 FOR DETAIL) END MEDIAN GRADE SEPARATION COUNTY OF RIVERSIDE 20+00.00 [ CLAY St = APPROX BRIDGE LIMITS URS CORPORATION LAYOUT PLAN SHEET No. 100+00.00 t RR TRACK SEE STRUCTURE PLANS CLAY ST APPROVED BY: CLAY STREET w o spa Es slox 4f�� GRADE SEPARATION xwa E. VEE L-3 sCA757 A 5/23/13 PROJECT 'P'1pAtA] x•A PREPARED BY: DATE HILTON L. YEE s"�' CV CALI"�'`cp *7oC 2020 EAST 13+ ST., Ste 400 SHEET 11 OF 151 VfY7 SANTA ANA, CA 92705 RELATIVE BORDER SCALE 0 40' 80' 120' USERNAME => WO NO. 87-0753 COUNTY /� IS IN INCHES I i I r I i I DGN 0 FILE => RREOUEST FILE NO. S^lw MN MR 770 INA .... -..__ G1 i 5.00X.. G2 = 1.18% po m .m or 4, a..4- . R 0 T L 4 35,00' ... ... ._ 54,98' . __. ,.._ ......_ r -.-.. ----..._ 6 35,00' _....... 35,00' .. _.._. 35.00' 90000'00" 35.00' 54.98' LINARES AVE - SEE SHT "L-6" Ni O. _ ._. .... U N ._- .. .. ... _.... EVC 29+51,00 O ,.,,, ....... ... _. ... .... .......... .. ... ... + A.. _... I --- m OG, a w - _.. Elev 771 95 W ... .._....... ... II I- ..._.... ........ -- N : .. ... ._.. - j!...._. :..mow _ ......_ -_..._ ,.. TC Lt ------•--� uvri � 760 Q -_ 8.007 _... __. _.. .__ ... __ _..___. _.-. 320 GG VC'" ................. 4 .. ............ .. NI 760 sa........................L................. G1 - 5.00% G2 - 1.18% ;_..,. _.,.............i........_...... ...... :......... ....... ....... ......................... _........... waw I � p _._Z. .,. ' ,, Q �•- - PVI 27+91 00 .... ..32,O00 VC__. ._ ... ..... ... 1.. ....... 5 p9/._ a EIev 770.07 __...... J. ._.. ..... .__.. _... - 5.p0% .. .... ._ ..... M .. .•--- __. ._ -. o, ....... o. p W. ..... NU .. ..._ - -.-.. - ... _ .. ... ..... a-.-.. .. or 4, a..4- CURB DATA . R 0 T L 4 35,00' ... ... ._ 54,98' . __. ,.._ ......_ r -.-.. ----..._ 6 35,00' _....... 35,00' .. _.._. 35.00' 90000'00" 35.00' 54.98' LINARES AVE N SEE SHT "L-6" Ni O. _ ._. .... _..... N ._- .. .. ... ... EVC 29+51,00 ..... ,.,,, ....... ... _. ... .... .......... .. ... ... + A.. _... --- s a7 _.. Elev 771 95 ... .._....... ... II I- ..._.... ........ -- .. ... ._.. 760 Q -_ '...-- ... _..___. ............ ...... ... ..... ................. 4 .. ............ .. ---- 760 sa........................L................. ;_..,. _.,.............i........_...... ...... :......... ....... ....... ......................... _........... .........:,................... ..................... ............................... _._Z. FG--- ,, .__.....,.__ ... ....... .... ..32,O00 VC__. ._ ... ..... ... ..,., ....... __...... J. ._.. ..... .__.. _... - 5.p0% .. .... ._ ..... _._... ._._. -G1 500X.-.. - G2 1 1.8X...- __. ._ -. o, ....... o. p W. ..... NU .. ..._ - -.-.. - ... _ .. ... ..... _. .. .. ......... ._. .. 750 -_.__. ...... ......-- ... _._. ..._ -------- _ ... .....__ . ....... .. ... ___- o ..__.o. .__.:. ... ..._ ....... -amo In _ m fo ....... .............. .... .: _............. 750 Q. ............ ..._L... .. .. _. .............._........ ................, n .o --fin.. .... ... .. .. +1 a•-. .. ........ .....�� ....� +.t-.?�._.. r W ._. ......... ... ... ., ------------------------ ................. .... ....... ....... p r 5 .._ p 0 __ m N_. P P. W. m N N r-.. ? n U y>j w w a NW w� 7.. L=54.98' .... _ _. 61 o O N - N U > v 1 18/ --L-54.98' _ - -.. ..:. M OG m a W o a w - Q d .... .. _.. 770 770 WI `° r .. +'N°----'.. o _ ..,.. • -....'.... ._... _.. m 4 p i p 4 y i ¢I ,. ... -.,.. .. ..O - ,.... Nr m >I to ..5-.... .. _.. m p A mm m N >.... m w fl Rt CL BURGER ENTRANCE DWY In N.. r r,. N. .. ... _. _._ _.. r _. _ al waw _TC _ .. ..............760 760 ul a �,, >+ 00/ Rt @. d... d + VI �, F.. .... ..>. .��................................. v n-...,__........ XT , ,...... ... ,.. 5 ...... ........i. ..... .,.....__.;... ........ - .... ._ _. _.. _...... ._. _._ Ee W W_ ... ... ,..... .,....... ................. ..._.._...._ N N J m W W > d W WW -.�_ y _. I _-. -.- -.-.. -.. .. ._.. -. _.m w W W -a w SCALE: H: 1`=40 750 _ S.Op'/. V. 1 = 8. 750 STATION 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 TOTAL TEMP DIRT BERM AND SLOPE SEE "( CONST DETAIL 1 -� 1� Flog (� �� a' i �• 25+07,46 C Y ST = 10+06 00 '' INARES AVE _._-•--`' - ' 29+51.00 38'LT BEG CURB TRANS �• ,. 32'LJ-29+81'06 ° - CONSTRUCTION NOTES CURB DATA REMOVE R 0 T L 4 35,00' 90000'00' 35.00' 54,98' 5 35.00' 90000'00' 35.00' 54,98' 6 35,00' 90000'00' 35,00' 54,98' 7 35.00' 90000'00" 35.00' 54.98' REMOVAL NOTES -- w �: - 4 �Y O1 CONSTRUCT COMMERCIAL DRIVEWAY PER RIVERSIDE SHT C-5 I - I,F..- , f>1'LT 27+88.07 x r �1 i END CURB TR NS � N �Iz ,� X11 __ I EASEMENT 'BEG CHAIN LINK F C ----- TCE END REMOVE C&G COUNTY STANDARD No. 207A. ----- 24+44.46 E•R --- '-I�`-' - Lam__ JOIN WALL FENCE ,----------- --- ---- JOIN EX t ----- - IN WALL --- -- Vii- -- -��-- - ` 'I + Q2 CONSTRUCT TYPE "A-8" CURB AND GUTTER PER RET WALL N0. 2`S - ' - LLiw ti i- o i� �`.--- RIVERSIDE COUNTY STANDARD No. 201. Nw y R/W REf�WALL NO. 27 I 2t SLOPE �' / C I SEES SHEET RW -10 '^ ,^, SEE SHEET RW -13 �' i 44'LT.db+15 "� 4 PLACE ASPHALT CONCRETE (AC) OVER AGGREGATE ------ - ----- --- --" - -__ E F R7W f O BAS PER TYPICAL SECTION, ND' HAIN LINK EN +TYP 1 COIN EX FENCE I, " CLEAN-OUT AND FEATHER TO MATCH EXISTING ---_.'."""---- PAVEMENT. �- 75+70.4fi BCR - ""- -" -" - -- - NSTRUCT CURB RAMP PER RIVERSIDE COUNTY V)1- 1 �, 8 6 / 2 TYP - ti N 7 (TYP) `;t-� EX C&G STANDARD No. 403 (CASE A). M 11 (6 CF) w w - 25! % .� 26 27,1 28 4 G 29 30 31 32 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY ? N _.1 _.d;_._. .-4. T.J._. ..._........ L .{.v._._. ._s ._._ _.I_._._. ._.i._ _._.i._ _ _._ _._-.F._._._.y ._._._._._H_._.+._._�_._._._._. STANDARD No. 209 AND 210. J w 5 u, I �� 7 �" `F(000 36,'l O"E _ uT -?. - iv :: C^ \ 'v .= iv 11 29+81 00 1® CONSTRUCT CONCRETE SIDEWALK PER RIVERSIDE - JOIN EX PV -. / E%&0 COUNTY STANDARD No. 400 & 401 (UNLESS 4 - ----- ---- END REMOVE E�' J(_ r (8 CFj' OTHERWISE SPECIFIED). ax_ GUTTER 7:i -TYPET'AG8" TORBTYPE "A-6". SEER DETAILO SHEOM i EAS TCE , R/WW=5'1 2 �� 'gyp' 2:1 SLOPE 1 INSTALL CHAIN LINK FENCE, %I 79+R N.00 3T RT % REMOVE EXIST DRIVEWAY © REMOVE EXIST C&G. REMOVE EXIST SW. ® REMOVE EXIST FENCE. REMOVE EXIST CURB RAMP, © REMOVE EXIST AC PVMT. -- w �: - 4 �Y O1 CONSTRUCT COMMERCIAL DRIVEWAY PER RIVERSIDE SHT C-5 I - I,F..- , f>1'LT 27+88.07 x r �1 i END CURB TR NS � N �Iz ,� X11 __ I EASEMENT 'BEG CHAIN LINK F C ----- TCE END REMOVE C&G COUNTY STANDARD No. 207A. ----- 24+44.46 E•R --- '-I�`-' - Lam__ JOIN WALL FENCE ,----------- --- ---- JOIN EX t ----- - IN WALL --- -- Vii- -- -��-- - ` 'I + Q2 CONSTRUCT TYPE "A-8" CURB AND GUTTER PER RET WALL N0. 2`S - ' - LLiw ti i- o i� �`.--- RIVERSIDE COUNTY STANDARD No. 201. Nw y R/W REf�WALL NO. 27 I 2t SLOPE �' / C I SEES SHEET RW -10 '^ ,^, SEE SHEET RW -13 �' i 44'LT.db+15 "� 4 PLACE ASPHALT CONCRETE (AC) OVER AGGREGATE ------ - ----- --- --" - -__ E F R7W f O BAS PER TYPICAL SECTION, ND' HAIN LINK EN +TYP 1 COIN EX FENCE I, " CLEAN-OUT AND FEATHER TO MATCH EXISTING ---_.'."""---- PAVEMENT. �- 75+70.4fi BCR - ""- -" -" - -- - NSTRUCT CURB RAMP PER RIVERSIDE COUNTY V)1- 1 �, 8 6 / 2 TYP - ti N 7 (TYP) `;t-� EX C&G STANDARD No. 403 (CASE A). M 11 (6 CF) w w - 25! % .� 26 27,1 28 4 G 29 30 31 32 CONSTRUCT CROSS GUTTER PER RIVERSIDE COUNTY ? N _.1 _.d;_._. .-4. T.J._. ..._........ L .{.v._._. ._s ._._ _.I_._._. ._.i._ _._.i._ _ _._ _._-.F._._._.y ._._._._._H_._.+._._�_._._._._. STANDARD No. 209 AND 210. J w 5 u, I �� 7 �" `F(000 36,'l O"E _ uT -?. - iv :: C^ \ 'v .= iv 11 29+81 00 1® CONSTRUCT CONCRETE SIDEWALK PER RIVERSIDE - JOIN EX PV -. / E%&0 COUNTY STANDARD No. 400 & 401 (UNLESS 4 - ----- ---- END REMOVE E�' J(_ r (8 CFj' OTHERWISE SPECIFIED). ax_ GUTTER 7:i -TYPET'AG8" TORBTYPE "A-6". SEER DETAILO SHEOM i EAS TCE , R/WW=5'1 2 �� 'gyp' 2:1 SLOPE 1 INSTALL CHAIN LINK FENCE, %I 79+R N.00 3T RT % RELATIVE BORDER SCALE IS IN INCHES 0 40' 80' 120' END REMOVE SW JOIN EX SCALE: 1" = 40' URS CORPORATION o paa ES S10H4 APPROVED BY: P e eA xiva W757 np. 12131A3a E/ /1 y PREPARED BY: DATE HILTON L. YEE mr Or 0ALI HIWWl1C 2020 EAST ICst A ST.,5 to 400 SANT USERNAME => DGN FILE => $REQUEST COUNTY OF RIVERSIDE LAYOUT PLAN CLAY STREET GRADE SEPARATION PROJECT SHEET No. L-4 SHEET 12 OF 151 WO N0. 87-0753 I F I LETNo. q6 -7 -AM ^ M v I� RET WALL NO. 26 SEE SHEET RW -12'. 27+93.50 - 1 --- RET WALL N0. 22 c l � I Ile' BBI�RGER ENT DWY W= SEE SHEET RW -6 SEE,,CONST DETAIL SHT C�$ R7N LINARES AVE N SEE SHT "L-6" Ni CLAY ST RELATIVE BORDER SCALE IS IN INCHES 0 40' 80' 120' END REMOVE SW JOIN EX SCALE: 1" = 40' URS CORPORATION o paa ES S10H4 APPROVED BY: P e eA xiva W757 np. 12131A3a E/ /1 y PREPARED BY: DATE HILTON L. YEE mr Or 0ALI HIWWl1C 2020 EAST ICst A ST.,5 to 400 SANT USERNAME => DGN FILE => $REQUEST COUNTY OF RIVERSIDE LAYOUT PLAN CLAY STREET GRADE SEPARATION PROJECT SHEET No. L-4 SHEET 12 OF 151 WO N0. 87-0753 I F I LETNo. q6 -7 -AM ^ M 12+84. a DWv 8 1� 1 CONSTRUCT CONCRETE SIDEWALK PER RIVERSIDE ap R SEE` CQyiI A! k63• �p C •`� ,I .t� . �. COUNTY STANDARD No. 400 & 401 (UNLESS OTHERWISE SPECIFIED). • Tf 1�.' RECONSTRUCT PRAKING PAVEMENTT CURB AND ' q '�'• �•• '• RE -STRIPE PARKING SPACES. t _ RE VE G&G,, Rte` �- REMOVAL NOTES 1.7 R/W ' ��. ,- dO1NrEX CyP1G ._..mall ... ��..� _...... .. _.._ © REMOVE EXIST C&G. END REMOVE _.. _. IL ......... ".,." - ...... ® REMOVE EXIST SW. w 11+74.12 DWY W=40' a* 2 �•'16�. 3 AC PAVEMENT EX C&G (8 CF) 1 ' \ .� JOIN EX PVMT 14 15 16 � REMOVE EXIST CURB RAMP.SHT C-3 « SEE CONST DETAIL 2:1 SLOPE 13+18.0 :.. SNF N77�4 "31 E © REMOVE EXIST AC PVMT. \; 12+86.00 END ,_REMOVE t3+87.23 EC E% C&G (8 CF)`� SCALE: 1Pi = 40' 1 TRAIL ENT DWY W=24 -- ------ --_ ... w SEE CONST DETAIL SHT C • • •'•'�1 GENERAL DR 'A COUNTY OF RIVERSIDE 2:1 SLOPE URS CORPORATION LAYOUT PLAN SHEET No. acSSro+APPROVED BY: 4 CLAY STREET o Qa» XIIWIII W[ GRADE SEPARATION a'j 5,23/13 PROJECT L-5 • „o, umnl •A PREPARED BY: DATE HILTON L. YEE s'SOF CALIF W�P *WpC 2020 EAST 1st ST. S+e 400 sxeer 13 0� 151 Vi\�7 SANTA ANA. CA 92765 RELATIVE BORDER SCALE 0 40' 80' 120' USERNAME _> WO N0, B7-0753 COUNTYREV G�vr-%_5/i�/I')a 12 IS IN INCHES I 1 I 1 I 1 I DGN FILE => $REQUEST FILE NO. CENTERLINE DATA HIVtRJ1Ut LVUIYIT JIANUNRU IVO. CUI. ID711.09 � ULNT JT�., • y�A� T�E„ ��A \ \ 4 PLACE ASPHALT CONCRETE (AC) OVER AGGREGATE BASE PER TYPICAL SECTION, R T L \ > SEE SHEE3 RW -1 d a. l_ A r v �7 CLEAN-OUT AND FEATHER TO MATCH EXISTING " °j-; ` - 3 300.00' 61°50'26 179.69' 323.79' .e, E. A _ `. `—, ,• `• ��� PAVEMENT. 12+84. a DWv 8 1� 1 CONSTRUCT CONCRETE SIDEWALK PER RIVERSIDE ap R SEE` CQyiI A! k63• �p C •`� ,I .t� . �. COUNTY STANDARD No. 400 & 401 (UNLESS OTHERWISE SPECIFIED). • Tf 1�.' RECONSTRUCT PRAKING PAVEMENTT CURB AND ' q '�'• �•• '• RE -STRIPE PARKING SPACES. t _ RE VE G&G,, Rte` �- REMOVAL NOTES 1.7 R/W ' ��. ,- dO1NrEX CyP1G ._..mall ... ��..� _...... .. _.._ © REMOVE EXIST C&G. END REMOVE _.. _. IL ......... ".,." - ...... ® REMOVE EXIST SW. w 11+74.12 DWY W=40' a* 2 �•'16�. 3 AC PAVEMENT EX C&G (8 CF) 1 ' \ .� JOIN EX PVMT 14 15 16 � REMOVE EXIST CURB RAMP.SHT C-3 « SEE CONST DETAIL 2:1 SLOPE 13+18.0 :.. SNF N77�4 "31 E © REMOVE EXIST AC PVMT. \; 12+86.00 END ,_REMOVE t3+87.23 EC E% C&G (8 CF)`� SCALE: 1Pi = 40' 1 TRAIL ENT DWY W=24 -- ------ --_ ... w SEE CONST DETAIL SHT C • • •'•'�1 GENERAL DR 'A COUNTY OF RIVERSIDE 2:1 SLOPE URS CORPORATION LAYOUT PLAN SHEET No. acSSro+APPROVED BY: 4 CLAY STREET o Qa» XIIWIII W[ GRADE SEPARATION a'j 5,23/13 PROJECT L-5 • „o, umnl •A PREPARED BY: DATE HILTON L. YEE s'SOF CALIF W�P *WpC 2020 EAST 1st ST. S+e 400 sxeer 13 0� 151 Vi\�7 SANTA ANA. CA 92765 RELATIVE BORDER SCALE 0 40' 80' 120' USERNAME _> WO N0, B7-0753 COUNTYREV G�vr-%_5/i�/I')a 12 IS IN INCHES I 1 I 1 I 1 I DGN FILE => $REQUEST FILE NO. r x a A SCE SLAB BOX TO BE PROTECTED IN PLACE EXIST TREE PROTECT IN PLACE EXIST TREt PROTECT Ind GENERAL NOTES }' PLACE �� 1. CANTRACTOR SHALL VERIFY THAT ALL f SERVICES ARE TURNED OFF PRIOR TO THE BEGINNING OF ANY DEMOLITION R+E ACTIVITIES P CTR \""� 2. CONTRACTOR SHALL COORDINATE WITH PLACE. { j THE UTILITY COMPANIES FOR REMOVAL OF THEIR EQUIPMENTS 3. CONTRACTOR SHALL ALLOW PREVIOUS PROPERTY OWNER TO SALVAGE THE DOORS PRIOR TO DEMOLITION 4. All DEMOLITION MATERIAL BECOMES THE PROPERTY OF THE CONTRACTOR. THE CONTRACTORSHALL DISPOSE OF t X11111 �` ALL THE MATERIALS APPROPRITELY ,' s• ? +` t ,',t+ �t,� AND MUST PROVIDE THE ENGINEER ,1, i <<ttt iI. \�. } "� WITH ALL COMMUNICATIONS REGARDING DISPOSAL OF SUCH MATERIAL. t I o, IN �= rt w n r•�I_ 19 CONSTRUCTION NOTES LEGEND REMOVE EXISTING BUILDING ® REMOVAL BY CONTRACTOR FOUNDATION AND ALL MATERIAL ONE FOOT BLOW FOUNDATION. ® GRADE THE SITE TO DRAIN --- --------------------' x � v v � a m T x ff 21 2 lT _ _ _ _. .. 4 .— — ----' 3 '— CLAY Tcon y. T r C , { 1 1 Oil,IeNI- i fix` t .. m SCALE: 1" = 40' '------------ i. L v k 25 j 26 27�. _ v `. IIN i i I It 77 I j ' x! I I T, �N v S 4 jiz�] nda L - c � km I t r tt �.;A1 tt♦V�i SAA `i .����`i / x �_.__..� l I Ti Tw � RELATIVE BORDER SCALE 0 40' 8o' 120 IS IN INCHES I , I i I i 1 URS CORPORATION APPROVED BY: /' m`_._ � 5/23/13 PREPARED BY: DATE MADLEN S. BENJAMIN um*7pC 2020 EAST t st ST., Ste 400 SANTA ANA, CA 92705 USERNAME => DGN FILE => $REQUEST COUNTY OF RIVERSIDE DEMOLITION PLAN SHEET No. CLAY STREET GRADE SEPARATION C_1 PROJECT SCALE: 1" = 40' SHEET 15 x151 xcnseo: aemrzmz WO N0. 87-0753 COUNTY n ! ' M M FILE No. "IJ • 1? 13 O6''LT 10+�q.55 744.87 FL 0" CF J1 11.44' LT• 12.5' • �- l 12.5' `R=15.0' I--= 32.00' LT CLAY ST it R=1 5 v12+26.56 BC i JOIN EX. C&C (743.86) FL i3 10+32.60 744.14 FL 10+30.6( holo 744.2 (� INTE ECTION 10+00,09 BUSIN = 12+57.40 CLA 744.89 FS CURVE DATA O V� 80' T JOINk7T Op 30.0' CONSTRUCTION NOTES 6.65 ii+18.561 (748.4')'F �. JOI E VM -' 11+16.21 Co OCONSTRUCT 3 TYPE "D" CURB (8" C.F.) PER RIVERSIDE (748,9f'± ), FS ! ' '' J01 Ex_PVMT COUNTY STANDARD No. 204. 38.60' LT I I i. (749.5'iT Efl /1-747.0'.+)FL 10+60.89\ 11+04.45 B¢ , (746.2'2) FS i JOIN Ex PVMT TYPE "D" CURB (6" C.F.) PER RIVERSIDE I i3 ©CONSTRUCT COUNTY STANDARD No. 204. i, 29.441 LT 1� 1® CONSTRUCT 4" AC DRIVEWAY OVER NATIVE. I -p I 11+03.94 E 747.86 FL ........ 1© CONSTRUCT GUTTER. REPLACE IN KIND. 41 .76' L T ! R 1 10' R/W R= 0.0' LE: 1" = 10<..,_ '' �___ _ ra*amiss 11+01 ,62 EC,' p .... _•� _ -------------------------- 72 ii --0-.-70'--- ----_'---'- -- ---- 1© CONSTRUCT CURB RAMP PER CALTRANS STD PLAN 47 So it 745.19 FL 0 CF' "•_. moi•. A88B CASE CM ' 11+00.93 BC ! I , I ,• I 7 747.75 FL . 66 39.91' 1 ; .. ...-.... 0 intoe no on; 1 '., 23.94 LT '.-. _ __ 12.5' • �- l 12.5' `R=15.0' I--= 32.00' LT CLAY ST it R=1 5 v12+26.56 BC i JOIN EX. C&C (743.86) FL i3 10+32.60 744.14 FL 10+30.6( holo 744.2 (� INTE ECTION 10+00,09 BUSIN = 12+57.40 CLA 744.89 FS CURVE DATA O V� 80' T N, Op 30.0' Lu , 6.65 13.09' V Co '' --. /1-747.0'.+)FL 10+60.89\ (746.2'2) FS i JOIN Ex PVMT i3 N � 1� 12.5' • �- l 12.5' `R=15.0' I--= 32.00' LT CLAY ST it R=1 5 v12+26.56 BC i JOIN EX. C&C (743.86) FL i3 10+32.60 744.14 FL 10+30.6( holo 744.2 (� INTE ECTION 10+00,09 BUSIN = 12+57.40 CLA 744.89 FS CURVE DATA O R 80' T L Op 30.0' 1 25000'24" 6.65 13.09' /, - ......... __._.. 33,20" LT CLAY ST 12+87.73 BC 744.45 FL _ 13 �. ._._._._._._._._._._._._:_ i 10+97.92 AIR i - I;- �; i I EC ! 746.52 F� i f I I r � \ i � 1 •BC !745.17 FLS _u i I p .41' LT +62.14 IN RET WALL -131 GE OF GUTTER I 1 J ',--, 11D+43.72 EC ..100 T 41 . 744. Fy:B' . i L•.i•' � >q4 26 /�9'2p F J 81, 5 FS 0" CF E ,i EX OWY 6 gg'/. TO g,Eif wcdY. 36,81,'. LT CLAY 14+66 76 8 P •y"2 GcpON�REtE ro 11+13.53 +07.04 B, 8.98 FL FL RET WALL NOy 17 io p � xx ST E% L 743.22 FL 6"CF,,, / 1; 7/ (a 0 'W1.o .40'LT CLAY ST d'da /15+45.74 ofY�� 743.12 FL 0"CF 744.93 TC 8"CF 744.26 \ ' 1 ' 37;03'27 CLAY ST FL 7 / 14+77.70 � � � 5....., � 38.50' LT CLAY S -f 744.14 FL 0' CF ��_t$+533'2-'- 37.15' LT CLAY ST '1•� ;j 743.64 TC 8"CF 14+83.31 BC `v` 742:97 FL /. 744.08 FL 0"CF�•�•' i l y FL INTERSECTION 0+00.00 BUSINESS ENTRANCE _ - = 15+11.64 CLAY ST _....... - - = 10+00.00 GENERAL DR 14 ......... - - 744.56 FS _._..._.-._._._. _._._. CLAY ST URS CORPORATION o eaa ESSi, APPROVED BY: e < e0 ' ENS BE MW 41610���'�- -- 5/23/13 .o. in1n1 a PREPARED DATE a MADLEN S. BENJAMIN "e P 2020 EAST 1s+ ST. Ste 400 rc up {/ m SANTA ANA, CA 92705 COUNTY OF RIVERSIDE CONSTRUCTION DETAILS CLAY STREET GRADE SEPARATION PROJECT SHEET No. C SHEET 16 4 1 5 1 RELATIVE BORDER SCALE (USERNAME => (COUNTY WO N0. B7-0753 DGN FILE => $REQUEST FILE No. (1�7_mM O 40' 80' 120' IS IN INCHES i 10+60.89 JOIN CURB '' --. /1-747.0'.+)FL ... .EASEM„-,N 10+48,28 EC PROPOSED - "74525 FL 6" CF- ........ R/W RET_ WALL '' �___ _ ra*amiss St0 10+65 _ No. i 3 .... _•� _ -------------------------- 72 ii --0-.-70'--- ----_'---'- -- ---- -----_ 745.19 FL 0 CF' 66 I 15.84' RT 15 -.._' . 10+38.85 ' 74,5.12 FL 0" CF /, - ......... __._.. 33,20" LT CLAY ST 12+87.73 BC 744.45 FL _ 13 �. ._._._._._._._._._._._._:_ i 10+97.92 AIR i - I;- �; i I EC ! 746.52 F� i f I I r � \ i � 1 •BC !745.17 FLS _u i I p .41' LT +62.14 IN RET WALL -131 GE OF GUTTER I 1 J ',--, 11D+43.72 EC ..100 T 41 . 744. Fy:B' . i L•.i•' � >q4 26 /�9'2p F J 81, 5 FS 0" CF E ,i EX OWY 6 gg'/. TO g,Eif wcdY. 36,81,'. LT CLAY 14+66 76 8 P •y"2 GcpON�REtE ro 11+13.53 +07.04 B, 8.98 FL FL RET WALL NOy 17 io p � xx ST E% L 743.22 FL 6"CF,,, / 1; 7/ (a 0 'W1.o .40'LT CLAY ST d'da /15+45.74 ofY�� 743.12 FL 0"CF 744.93 TC 8"CF 744.26 \ ' 1 ' 37;03'27 CLAY ST FL 7 / 14+77.70 � � � 5....., � 38.50' LT CLAY S -f 744.14 FL 0' CF ��_t$+533'2-'- 37.15' LT CLAY ST '1•� ;j 743.64 TC 8"CF 14+83.31 BC `v` 742:97 FL /. 744.08 FL 0"CF�•�•' i l y FL INTERSECTION 0+00.00 BUSINESS ENTRANCE _ - = 15+11.64 CLAY ST _....... - - = 10+00.00 GENERAL DR 14 ......... - - 744.56 FS _._..._.-._._._. _._._. CLAY ST URS CORPORATION o eaa ESSi, APPROVED BY: e < e0 ' ENS BE MW 41610���'�- -- 5/23/13 .o. in1n1 a PREPARED DATE a MADLEN S. BENJAMIN "e P 2020 EAST 1s+ ST. Ste 400 rc up {/ m SANTA ANA, CA 92705 COUNTY OF RIVERSIDE CONSTRUCTION DETAILS CLAY STREET GRADE SEPARATION PROJECT SHEET No. C SHEET 16 4 1 5 1 RELATIVE BORDER SCALE (USERNAME => (COUNTY WO N0. B7-0753 DGN FILE => $REQUEST FILE No. (1�7_mM O 40' 80' 120' IS IN INCHES i r i 15.06' LT .. 10+612.07 EC 17,321 LT 766.56 FL x 76 ` / 1 t62.07 BC 10+!59.07 BC ! n7.6.7.01' FL 76 ,.66 FL ! I ` 20.32' LT ------------ t0+62.-89 R�-------�-- 10+59.11 EC I JOIN2E -7 10+62.0610+62.06 EC SCALEI 1° = 10' 767.3) EP JOIN EX CURB JOIN EX CURB 1 (767.413) FL (767.9'2) FL �i10+59.0BC 6 ---- 767.42 FL / - 110+37.00 EC I R=3 0 12.0' 12.0 EASEMENT I I,., 10+37.00 EC 1 'R/W- iC �! - 65_41-0+3-3 CF ,, I R _ 7.54' R FL 6" CF 12.54' RT 10+33.00 _� --- 766.16 FL 0" CF --------*--- - ------- ----------- ----------- ----I �! !�- 1 RT r 15.00' LT 1 5.00' ' RET WALL N0. '-12� � j 10+28.00 10+28.00 10+33.00 766.13 FL 0" CF 765.18 FL 0" CF _.. -7x,- . _.._� :_.._. _.._.. Z.. _.._.. _. _..T.._.._.. _.. _.�� 765.78 FS I -------- 22.00VLT LINARES AVE 10+20.00 1 10+22.00 12+66.50 BC R=15.0' 765.03 EP Iw 764.89 FL 763.92 FL io 22.00'LT LINARE INTERSECTION �i� 13+20.50 BC 10+00.00 BURGER BUSINESS DWY Rim 1 ' 3 FL = 12+93.50 LINARES AVE toil R=15.0' 12 765.43 FS i 13 --------------....... .-------- ..-----------.------- -------+---------- - - - - - - - - - - - - n wo X 16Do o n R=15.0' 22.00' FIT LINARES AVE 10+20.00 "'.0 22.00' RT LINA 1 12+66.50 BC R=15.0' 765.03 EP MiZ10+22.00 13+20.50 BC 763.92 FL 764.89 FL 765.63 FL N ern RET WALL N0, L-11 R/W CONSTRUCTION NOTES EASEMENT ©CONSTRUCT TYPE "D" CURB (6" C.F.) PER RIVERSIDE COUNTY STANDARD No, 204. O CONSTRUCT 4" AC DRIVEWAY OVER NATIVE. u.. . ._..15.00' RT .�..1 'n 10+28.00 i -----�_--765.18 FL 0" ---------- \1 - \12.54' RT 765.45 FL 0" CF LINARES AVE &16 -- I ( \& if I ! j GRADE PER j PLANS RELATIVE BORDER SCALE 0 40' 80' 120 IS IN INCHES I : I i I I I AVE X lbb} �13+43.96 JOIN EX PVMT (766.64) FS AVE JOIN EX C&G i_) C&G URS CORPORATION O V,MESS10* APPROVED BY: e� WWEI S. NNWW X. Torre � 5/23/13 p PR PARED BY:/ DATE �f MADLEN S. BENJAMIN Sof OF [FEIFP` p *m 2020 EAST 18+ ST. Ste 400 •/iY7 SANTA ANA, CA 927x5 USERNAME _> DGN FILE => $REQUEST COUNTY OF RIVERSIDE CONSTRUCTION DETAILS CLAY STREET SHEET No. GRADE SEPARATION C-4 PROJECT SHEET 18 iv151 REVISED! 08MEEDI2 WO NO. B7-0753 COUNTY a C.�w Myr, FILE No. _t .7 �'1 SCALE @e pFR q yo < FNS �T syF� e Srq aIF F� Ate`. ♦,•-' SNk gip(\ (<p� CURB (TYPE A) TO CURB (TYPE D) CURB FACE (CF) INDICATED ON PLANS RELATIVE BORDER SCALE 0 40' IS IN INCHES I i I 20' CONSTRUCTION NOTES O4 CONSTRUCT 4" AC DRIVEWAY OVER NATIVE. URS CORPORATION APPROVED BY: W➢IIM S. NiWWN � oNMO � � '�-- ,P, vnnN A C 5/23/13 PREPARED BEN DATE MADLEN S. BENJAMIN s'OjE'p. �u��c ' *�pC 2020 EAST let ST. Ste 400 •/ice SANTA ANA9 CA 92705 USERNAME -> DGN FILE _> $REQUEST COUNTY OF RIVERSIDE CONSTRUCTION DETAILS SHEET No. CLAY STREET = GRADE SEPARATION C-6 PROJECT SHEET 20 w 1 51 WO NO. B7-0753 COUNTY A '• FILE No. Ot 7w M/-1 CLAY ST URS CORPORATION APPROVED BY: tw /W RELATIVE BORDER SCALE 0 40' 80' 120' USERNAME _> . IS IN INCHES I i I i I i I 5/23/13 jC $REQUEST PR PARED BY: DATE MADLEN S. BENJAMIN *�p�. 2020 EAST let ST. Ste 400 ViY7 SANTA ANA, CA 92Ta5 RELATIVE BORDER SCALE 0 40' 80' 120' USERNAME _> IS IN INCHES I i I i I i I DGN FILE => $REQUEST CONSTRUCTION NOTES OCONSTRUCT TYPE "A -B" CURB AND GUTTER PER RIVERSIDE COUNTY STANDARD No, 201 CONSTRUCT CONCRETE SIDEWALK PER RIVERSIDE COUNTY STANDARD No. 400 & 401 (UNLESS OTHERWISE SPECIFIED). CONSTRUCT BUS TURNOUT PER RIVERSIDE COUNTY STANDARD 8149 (0.67'JPCP / 1.10'AB / 0.33' ASL SCALE. 1" - 10' COUNTY OF RIVERSIDE CONSTRUCTION DETAILS SHEET No. Lj CLAY STREET GRADE SEPARATION C_7 PROJECT SHEET 21 O 1 5 1 WO NO. B7-0753 COUNTY 1 FILE No. S 7 � MM