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957mm_lsINDEX 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 �cwP ...rA� �/ N �i S so 3MX1W LAWRENCE TAI DATE PAUL RUS EL�7DdTE SCO zl LD4nKFME ,yCOUNTY TRAFFIC ENGINEER HIGHWAY OPEflATIONS PROJECT MANAGER e6.3.13G/H�/3 TYA TUN S� DATE RUSSELL WILLIAM$ DATE H G ITH DATE KNALID 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 NI 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 �cwP ...rA� �/ N �i S so 3MX1W LAWRENCE TAI DATE PAUL RUS EL�7DdTE SCO zl LD4nKFME ,yCOUNTY TRAFFIC ENGINEER HIGHWAY OPEflATIONS PROJECT MANAGER e6.3.13G/H�/3 TYA TUN S� DATE RUSSELL WILLIAM$ DATE H G ITH DATE KNALID 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 PLANTING NOTES 1. SCOPE OF WORK — THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL, EQUIPMENT, AND SERVICES NECESSARY TO COMPLETE THE LANDSCAPE WORK AS SHOWN ON THE PLAN. 2. THE CONTRACTOR SHALL REVIEW THE PLAN AND VERIFY EXISTING SITE CONDITIONS PRIOR TO INSTALLATION. CONFLICTS BETWEEN THE SITE AND THIS PLAN OR WITHIN THIS PLAN IS TO BE BROUGHT TO THE ATTENTION OF THE CITY/COUNTY'S AUTHORIZED REPRESENTATIVES PRIOR TO LANDSCAPE INSTALLATION. ANY DEVIATIONS FROM THE PLAN IS TO HAVE WRITTEN APPROVAL FIRST. 3. REFER TO SPECIFICATIONS FOR STANDARDS OF MATERIALS AND WORKMANSHIP. 4. PLANT QUANTITIES SPECIFIED TAKE PRECEDENCE OVER PLANT SYMBOLS SHOWN. 5. CONTRACTOR SHALL NOTIFY THE CITY AND THE COUNTY AUTHORIZED REPRESENTATIVE IF SPECIFIED PLANT MATERIAL IS NOT AVAILABLE BEFORE SUBSTITUTIONS ARE MADE. ALL SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE OWNER'S DESIGNATED REPRESENTATIVE. 6. ALL PLANT MATERIAL SHALL BE EQUIVALENT TO, OR SURPASS, "HINES NURSERY", "TREE OF LIFE NURSERY", OR "MONROVIA NURSERY" STANDARDS FOR QUALITY. 7. ALL TREES SHALL BE EQUAL TO OR SURPASS "VALLEY CREST" STANDARDS FOR QUALITY AND SHALL HAVE A MINIMUM 1-1/2" CALIPER AT A POINT 6" ABOVE ROOT BALL. ALL OTHER MEASUREMENTS SUCH AS NUMBER OF CANES, BALL SIZES, QUALITY DESIGNATIONS, ETC., SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "HORTICULTURE STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC." 8. PLANT BOXED TREES PRIOR TO INSTALLATION OF IRRIGATION LATERAL LINES. COORDINATE PLACEMENT OF TREE AND SHRUBS WITH SPRINKLER LOCATIONS. 9. WHEN TREES AND SPECIMENS HAVE BEEN PLANTED, A 6" WATERING BASIN SHOULD BE PREPARED. SEE PLANTING DETAILS. 10. ALL TREES SHALL BE STAKED WITH DOUBLE 2" DIA. LODGE POLE STAKE AND TIED IN 4 PLACES WITH RUBBER CINCH TIES OR APPROVED EQUAL. 11, GROUNDCOVER IS TO BE PLANTED BENEATH ALL TREES AND SHRUBS IN PLANTER AREAS. 12. CULTIVATE (ROTOTILL) PLANTING AREAS TO THE DEPTH SPECIFIED IN THE AGRONOMIC SOILS REPORT. WET SOIL THOROUGHLY AND ALLOW SOIL TO SETTLE. REPEAT UNTIL SOIL IS STABLE ENOUGH TO HOLD UNIFORM, SMOOTH CONSISTENCY ALLOWING FOR DRAINAGE AND AIR PENETRATION. 13. FINISH GRADE ALL PLANTING AREAS TO ACHIEVE A MINIMUM 1.5% DRAINAGE AND A SMOOTH AND EVEN CONDITION, MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE AND DISPOSE OF ALL SURFACE STONES, ROOTS, WEEDS DEBRIS, FOREIGN MATERIAL, CLODS, AND ROCKS OVER ONE INCH (17p) IN DIAMETER. AFTER CONDITIONING AND PLANTING, THE GRADE SHALL BE TWO INCHES (2") BELOW ADJACENT HARDSCAPE. CONTRACTOR IS TO ENSURE A SMOOTH TRANSITION FROM EXISTING GRADE TO NEW GRADE. 14. CONCRETE MOW STRIPS SHALL BE USED WHEN TURF AND SHRUB BEDS ARE ADJACENT TO EACH OTHER. 15. TOP DRESS PLANTING AREA WITH TWO INCH (2") THICKNESS OF MULCH AFTER FINE GRADING AND INSTALLATION OF GROUND COVER IN ALL PLANTING AREAS. THREE INCHES (317) IN SHRUB AREAS. SEE PLANTING DETAILS FOR CLARITY. 16. THE FOLLOWING MATERIAL SHALL BE THOROUGHLY BLENDED AND USED AS BACKFILL MIX. NO MIXING FOR INDIVIDUAL PLANTING HOLES WILL BE PERMITTED. MIX PLANTING SOIL PRIOR TO BACKFILLING AND STOCKPILE AT THE SITE. THE IRON SULFATE SHOULD NOT CONTACT CEMENT SURFACES SINCE SEVERE STAINING COULD OCCUR. 6 PARTS BY VOLUME ON—SITE SOIL 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT 1 LB. 16-20-0 PER CY OF MIX 2 LBS IRON SULFATE PER CY OF MIX THE ACTUAL MATERIAL AND AMOUNTS SHALL BE PER THE CONTRACTOR SUPPLIED AGRONOMIC SOILS REPORT. 17. IMPORTED TOPSOIL SHALL BE LOOSE, FRIABLE AND LOAMY CONTAINING ORDINARY AMOUNT OF NATURAL HUMUS, AND WITHOUT ANY AMOUNT OF WEEDS, WEED SEEDS, ANIMAL LIFE OR ANY PLANTS CONSIDERED NOXIOUS TO THE PROJECT. IT SHALL NOT HAVE A PH VALUE HIGHER THAN 7.0 OR LOWER THAN 6.0. 18. APPROVED ON—SITE TOPSOIL SHALL BE FERTILE, FRIABLE SOIL OF LOAMY CHARACTER HAVING A NORMAL AMOUNT OF NATURAL HUMUS. IT SHALL BE REASONABLY FREE FROM SUBSOIL, REFUSE, ROOTS ROCKS, WEEDS, NOXIOUS SEEDS, BRUSH, NEMATODES, OR OTHER DELETERIOUS MATTER. IT SHALL BE FREE FROM TOXIC AMOUNTS OF EITHER ACID OR ALKALINE ELEMENTS AND SHALL BE CAPABLE OF SUSTAINING HEALTHY PLANT LIFE. DIAL TOLL FREE 8-1-1 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOURIERN CAUFORNIA PLANTING LEGEND BRACHYCHITON POPULNEUS I BOTTLE TREE I 5 EACH 124" BOX I SINGLE TRUNK SPECIMEN I LOW *UNDERLINED PORTIONS OF BOTANICAL NAME (OR MATERIAL) INDICATE ABBREVIATIONS USED ON PLANTING PLANS **WATER REQUIREMENT DATA WAS OBTAINED FROM WUCOLS IIS. 19. FERTILIZER FOR ALL GROUND COVER AREAS SHALL BE AS SPECIFIED WITHIN THE AGRONOMIC SOILS TEST 20. PLANTS MAY BE APPROVED OR REJECTED BY THE COUNTY'S AUTHORIZED REPRESENTATIVES AT THE PLACE OF GROWTH AND/OR ON THE PROJECT SITE AT ANY TIME DURING THE PROGRESS OF WORK. 21. THE CONTRACTOR IS RESPONSIBLE FOR PLANT COUNT VERIFICATION AND SHALL SUPPLY THE QUANTITIES NOTED ON THE PLANS. IF THL FIELD AREA TO BE PLANTED IS DIFFERENT THAN THE AREA SHOWN ON THE PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COUNTY'S AUTHORIZED REPRESENTATIVE IN WRITING. 22. THE MAINTENANCE PERIOD SHALL BEGIN IMMEDIATELY AFTER COMPLETION OF WORK AND ACCEPTANCE BY THE COUNTY'S AUUTHORIZED REPRESENTATIVE. 23. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS BY MEANS OF WATERING, FERTILIZING, AND APPLICATION OF NECESSARY SPRAYS TO KEEP THE PLANT MATERIAL FREE OF INSECTS AND DISEASES, WEEDING, EDGING AND/OR OTHER OPERATIONS NECESSARY FOR PROPER CARE AND UPKEEP. THE CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL BY WATERING USING A QUANTITY AND FREQUENCY APPROPRIATE TO AND SPECIFIC TO THE ESTABLISHMENT OF THE SPECIFIC PLANT MATERIAL FOR A PERIOD OF NINETY (90) DAYS. 24. THE LANDSCAPE ARCHITECT ASSUMES NO GUARANTEE OR RESPONSIBILITY FOR THE HEALTH OR VIABILITY OF THE SPECIFIED PLANT MATERIAL DUE TO UNKNOWN SOIL AND/OR GEOLOGICAL CONDITIONS. 25. ALL PAVING SHALL BE SWEPT OF ALL SOIL AMENDMENTS AND PLANTING MIXES PRIOR TO ANY WATERING APPLICATIONS TO PREVENT ANY POSSIBLE STAINING. 26. THE CONTRACTOR SHALL KEEP ALL AREAS OF WORK CLEAN, NEAT AND ORDERLY AT ALL TIMES. CLEAN ALL CONSTRUCTION AREAS AT THE END OF EACH WORK DAY. 27. THE CONTRACTOR SHALL LEGALLY DISCARD ALL DEBRIS OFF—SITE PER ALL GOVERNING CODES AND REGULATIONS. 28. ROOT BARRIERS SHALL BE PLACED IN ALL MEDIANS AND WHERE TREES ARE LOCATED 6 FEET OR LESS FROM ALL PAVING AND WALLS. REFER TO PLANTING DETAILS FOR ADDITIONAL INFORMATION. COUNTY OF RIVERSIDE TATSUMI AND PARTNERS, INC. PLANTING LEGEND & NOTES NDSCAAPPROVEDD` CLAY STREET GRADE SEPARATION PREPARED BY: DATE PROJECT~ DAVID H31 1 �24 13. TATSUMI08m SCALE: NO SCALE 49 DISCOVERY, SUITE 120 DCAU` IRVINE. CA 9261 8-31 50 0 12 3 USERNAME =>n uy �. 1 a , .__ IWO B7-0753 SHEET No. a � PL -1 0. SHEET1 34 GF 151 • I CERCIDIUM FLORIDUM BLUE PALO VERDE 3 EACH 24" BOX MULTI -TRUNK SPECIMEN LOW Lu ° O LAGERS TROEMIA INDICA ACOMA' CRAPE MYRTLE (WHITE) 8 EACH 24" BOX MULTI -TRUNK SPECIMEN LOW ~ ® LAGERSTROEMIA INDICA CRAPE MYRTLE (RED) 5 EACH 24" BOX SINGLE TRUNK SPECIMEN LOW TUSCARORA' O AGAPANTHUS AFRICANUS AGAPANTHUS 61EACH 1GAL MODERATE O ANIGOZANATHOS MANGLESII KANGAROO PAW 51 EACH 1 GAL LOW OO BUXUS M. JAPONICA JAPANESE BOXWOOD 17 EACH 5 GAL LOW D 0 RHAPHIOLEPIS INDICA'JACK EVANS' INDIAN HAWTHORNE'JACK 178 EACH 1 GAL MODERATE EVANS' OO XYLOSMA CONGESTUM SHINY XYLOSMA 121 EACH 1 GAL - LOW r SUPPLIER: V "WATERLESS" TRIPLE DWARF FESCUE BLEND TURF 41320 SQFT SOD AGRONO-TEC SEED CO. 800-543-4109 LOW Z� ,� `E WWW.A R N TEC.COM O> B LANTANA MONTEVIDENSIS PURPLE LANTANA 17 FLATS FLATS 24" O.C., 64 PLANTS PER FLATS (TOTAL OF 3,585 SQ.FT.) LOW OU THYMUS SERPriLUM CREEPING THYME 6 FLATS FLATS 12" O.C., 64 PLANTS PER FLATS LOW (TOTAL OF 311 SQ.FT.) U MULCH (ONLY AREA) 18 CY N/A 3"(INCH) DEPTH TOTAL SHOWN IN CUBICYARDS N/A 0:00000 °° *UNDERLINED PORTIONS OF BOTANICAL NAME (OR MATERIAL) INDICATE ABBREVIATIONS USED ON PLANTING PLANS **WATER REQUIREMENT DATA WAS OBTAINED FROM WUCOLS IIS. 19. FERTILIZER FOR ALL GROUND COVER AREAS SHALL BE AS SPECIFIED WITHIN THE AGRONOMIC SOILS TEST 20. PLANTS MAY BE APPROVED OR REJECTED BY THE COUNTY'S AUTHORIZED REPRESENTATIVES AT THE PLACE OF GROWTH AND/OR ON THE PROJECT SITE AT ANY TIME DURING THE PROGRESS OF WORK. 21. THE CONTRACTOR IS RESPONSIBLE FOR PLANT COUNT VERIFICATION AND SHALL SUPPLY THE QUANTITIES NOTED ON THE PLANS. IF THL FIELD AREA TO BE PLANTED IS DIFFERENT THAN THE AREA SHOWN ON THE PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COUNTY'S AUTHORIZED REPRESENTATIVE IN WRITING. 22. THE MAINTENANCE PERIOD SHALL BEGIN IMMEDIATELY AFTER COMPLETION OF WORK AND ACCEPTANCE BY THE COUNTY'S AUUTHORIZED REPRESENTATIVE. 23. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS BY MEANS OF WATERING, FERTILIZING, AND APPLICATION OF NECESSARY SPRAYS TO KEEP THE PLANT MATERIAL FREE OF INSECTS AND DISEASES, WEEDING, EDGING AND/OR OTHER OPERATIONS NECESSARY FOR PROPER CARE AND UPKEEP. THE CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL BY WATERING USING A QUANTITY AND FREQUENCY APPROPRIATE TO AND SPECIFIC TO THE ESTABLISHMENT OF THE SPECIFIC PLANT MATERIAL FOR A PERIOD OF NINETY (90) DAYS. 24. THE LANDSCAPE ARCHITECT ASSUMES NO GUARANTEE OR RESPONSIBILITY FOR THE HEALTH OR VIABILITY OF THE SPECIFIED PLANT MATERIAL DUE TO UNKNOWN SOIL AND/OR GEOLOGICAL CONDITIONS. 25. ALL PAVING SHALL BE SWEPT OF ALL SOIL AMENDMENTS AND PLANTING MIXES PRIOR TO ANY WATERING APPLICATIONS TO PREVENT ANY POSSIBLE STAINING. 26. THE CONTRACTOR SHALL KEEP ALL AREAS OF WORK CLEAN, NEAT AND ORDERLY AT ALL TIMES. CLEAN ALL CONSTRUCTION AREAS AT THE END OF EACH WORK DAY. 27. THE CONTRACTOR SHALL LEGALLY DISCARD ALL DEBRIS OFF—SITE PER ALL GOVERNING CODES AND REGULATIONS. 28. ROOT BARRIERS SHALL BE PLACED IN ALL MEDIANS AND WHERE TREES ARE LOCATED 6 FEET OR LESS FROM ALL PAVING AND WALLS. REFER TO PLANTING DETAILS FOR ADDITIONAL INFORMATION. COUNTY OF RIVERSIDE TATSUMI AND PARTNERS, INC. PLANTING LEGEND & NOTES NDSCAAPPROVEDD` CLAY STREET GRADE SEPARATION PREPARED BY: DATE PROJECT~ DAVID H31 1 �24 13. TATSUMI08m SCALE: NO SCALE 49 DISCOVERY, SUITE 120 DCAU` IRVINE. CA 9261 8-31 50 0 12 3 USERNAME =>n uy �. 1 a , .__ IWO B7-0753 SHEET No. a � PL -1 0. SHEET1 34 GF 151 LAN MON DIAL TOLL FREE 8-1-1 AT LEAST TWO DAYS BEFORE YOU DIG 8-1-1 UNDERGROUND SERACE ALERT OF SOUTHERN CALIFORNIA COUNTY OF RIVERSIDE TATSUMI AND PARTNERS, INC. PLANTING PLAN SHEET No. 51nvAPPROVE 5/24/13 CLAY STREET pp -1 GRADE P-1GRADE SEPARATION PREPARED BY: DATE PROJECT DAVID H. TATSUMI HEET135O1 ,�Ox�� 49 DISCOVERY. SUITE 120 SCALE: 1 "=20' RELATIVE BORDER SCALE 0 1 2 3 (USERNAME _> IS IN INCHES I DGN FILE :> WO B7-0753 8-1-1 SHEET NOTES 1,C0NTRACT0R SHALL MAKE NECESSARY ADJUSTMENTS TO EXISTING TURF AND GROUNDCOVER PLANTING AREAS WHEN INCORPORATING NEW SHRUB PLANTER. DIAL TOLL FREE 8-1-1 AT LEAST Two DAYS BEFORE YOU DIG fT>F4DlY:l�:i:[�111PI:1:111 RELATIVE BORDER SCALE IS IN INCHES 0 �M CV n Q n U W LiJ Z L>J _J = W U W a COUNTY OF RIVERSIDE TATSUMI AND PARTNERS, INC. PLANTING PLAN SHEET No. it APPROVED Y: CLAY STREET '�. GRADE SEPARATION PP -2 PROJECT PREPARED BY: DATE �iDAVID H. TATSUMI SXEETI36 of 151 49 DISCOVERY, SUITE 120 SCALE: 111-20�IRVINE, CA 92618-3150 0 1 2 3 USERNAME _> nquyCOUNTY vWVY201 I I I I I DGN FILE _>... \drawings\cd\PP-2.dgn WO B7-0753 FILE NO. L. DIAL TOLL FREE 8-1-1 AT LEAST TWO DAYS 8-1-1 BEFORE YOU DIG UNDERGROUND SERACE ALERT OF SOUTHERN CMIFORNIA IVIA I t rl Lllvt J 1 H i i TtLv SEE SHEET ''PP -611 COUNTY OF RIVERSIDE TATSUMI AND PARTNERS, INC. PLANTING PLAN ID APPROVED Y: CLAY STREET GRADE SEPARATION PREPARED BY: DATE PROJECT DAVID H. TATSUMI49 DISCOVERY. SUITE 120 SCALE, 1 ��- IRVINE, CA 92618-3150 0 1 2 3 USERNAME ->nquy WO B7-0753 COUM I _I DGN FILE _>... \arawinas\cd\PP-3.aan FILE SHEET No PP -3 SHEET 1 3 7 OF 151 i FRYOTAT ETAV40 MMM SWAYTj = W U W Q rTDIALL,, TOLL FREE LFAST TWO DAYS EFORE YOU OIG 8-1-1 UNDERGROUND SERNCE &ERT OF SOUTHERN CMIFORNN TATSUMI AND PARTNERS, INC. APPROVED,gY: (\V1\(` /f,\ 5/24/13 PREPARED BY: DATE DAVID H. TATSUMI COUNTY OF RIVERSIDE PLANTING PLAN CLAY STREET GRADE SEPARATION PROJECT SCALE: 1"=20' T f SHEET No. wo PP -4 SHEET1 380E 151 UDIALTOLL FREE 8-1-1 LEASTTWO DAYS EFORE YOU DIG 8-1-1 UNDERGROUND SOLACE P RT OF SOUTHERN CALIFORNIA TATSUMI AND PARTNERS, INC. �pNDSCppE APPROVED�$Y: ae-5/24/1 3 PREPARED DATE DAVID H. TATATSUMI RELATIVE BORDER SCALE 0 1 2 3 IUSERNAME COUNTY OF RIVERSIDE PLANTING PLAN CLAY STREET GRADE SEPARATION PROJECT SCALE: 1"=20' WO B7-0753 SHEET No. " PP -5 SHEET1 39 OF 151 TURF 1,140 SOFT 22 AGA AFR 18 RHA IND 18 ANI MAN if -- ---- -- --- FT-1If ,._.. a �-F O -- - - - - ++++� + r � -2, 0 „ t_ WLd. a -. ' _ - _ ......_.._ .._... _ — _ - _ t = LiJ , R /W If _. — ,� l , TCE S I 1 Frt I � I : Y pp J T O C Z COUNTY OF RIVERSIDE TATSUMI AND PARTNERS, INC. PLANTING PLAN SHEET No. a�pNDSCAPE qac APPROVED Y: CLAY S T R E E T tl DIALTOLLFREEy' �. , GRADE SEPARATION PP-6 � 5/24/1 3 PREPARED BY: DATE PROJECT AT LEAST Two DAYS a DAVID H. TATSUMI n G 1 SHEET 40 a 1 5 1 BEFORE YOU DIG 8-1-1 ap 4r DISCOVERY, SUITE 120 SCALE: 1 "=20' 49 P OF UNDERGROUND SERVICE ALERT OF SOUTHERN C FORNN EAL�� IRVINE, CA 92618-3150 RELATIVE BORDER SCALE 0 1 2 3 USERNAME =>nquy WO B7-0753 COUNTY IS IN INCHES DGN FILE _)...\drawin s\cd\PP-6.tl n FILE NO. tI{ 4L� i 1 y 4 2 CER FLO I 1,: LAN MON 1 ( 95 SOFT) v T t, IVII �1 99 i ` h ✓.i i 1 _ 1 � _ Vn _ ♦ A. �\ ! J ♦ ` '♦.,♦♦♦♦♦ 31 RHA IND 3 LAN MON j (1 80 SOFT) ,I r / IV SFF 3 Tc11 S yFFT � jNF -.. VV IF 711 j MSH y'� SEE CN i IN, EE ET II �. Pp 2 m COUNTY OF RIVERSIDE TATSUMI AND PARTNERS, INC. PLANTING PLAN SHEET No. APPROVECLAY ' STREET DIAL TOLL FREE GRADE SEPARATION PP -7 8-1 -1 TEPREPARED BY: DATE to PROJECT AT LEAST TWO DAYS DAVID H. TATSUMI 41 151 8-1-1 BEFORE YOU DIG 49 DISCOVERY, SUITE 120 SCALE: 1 "=ZOOSXEETI OFUNDERMOUND SERVICE ALERT OF S HHRN MIFORNLA IRVINE, CA 9261 8-31 50 RELATIVE BORDER SCALE 0 1 2 3 USERNAME =>nquy WO 87_0753 FCNUNTY ""'=0'4 JAA S IS IN INCHES I I DGN FILE _>... \tlrawin s\ctl\PP-7.tl n o. RELATIVE BORDER SCALE O 1 2 3 USERNAME =>nquy WO 87-0753 sed i IS IN INCHES I I I DON FILE =>... \drawings\cd\PD-l.dgn.._ FILE NO. c C . V74 1—.1 s y xIf , if y a -_ 6P" s.. W k _XI NIP a _7 � 9iwDDRNA OtRmDyRYL� -f- o �ac(mvmuef "FB'ivaY, ,`i6€`a (rwanwERws. sPrc� 0rtwiR� �• x I" QawcGGx �'% (D Wl AFNF `.waM' RWD. Ai"deq°9 1I8Er io Hx�I�w:,L ���"Ix'XI�Pa� �&Ww1wElsr�i s'"` anwNo oPe%EQj E,gpyyREµ�,e eE"P�eq mp Fes. nRf16 (:EE FE4Te y�j ePvicew n1iEns°vwac � iiqR�� IBEPM 1 "sUMl"&W"F� /� q@E1� EwWxi9�UpRE IEF8Ke8I I&eyffpEffiFG81 IMqw%% •((b��^j��SEEF''FFF&PY8lqq��..,,EEgqyy j Ib110.EE�T YI We. 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SHRUR ON SLOPE n PLANTING en rnwnoFw� oawrvannExaDFmMAwwni� ROOT BARRIER y y - SHRUB ON LEVEL GRADEGROUNDOOVER x•" �'. RAlBmyrmwm •.. Xrc e,.>.>:>•. P.© r:ea �. m,.:>w. ,•-rm ... �. �.:• P ecuE VPs T.. vr:>„ 8 SHRUB ON SLOPE 7 SHRUB ON LEVEL GROUND 6 GROUNDCOVER PLANTING 5 ROOT BARRIER PoDE�,.Utl PE ~ 20-105 GRPPOWER PLANT TABS q�y Y/f jq� gg fFwgNT NUAflEROFTPe9 FE0.PlANf 1E 14 3TPBS t I + 6oVLCN BTAGS � 10W IOTMS •.•' I (DM'Bo% 20TABS FtiHL lNE9bwP4N O1X SHRUB SPACING .�e..o --• 9 PLANT TABLET CHART COUNTY OF RIVERSIDE 10 SHRUB SPACING TATSUMI AND PARTNERS, INC, PLANTING DETAILS SHEET No. \pNOSCaPF APPROVED Y: CLAY STREET +any! DIAL TOLL FREE�> 5/24/13 GRADE SEPARATION PD -1 8-1-1 DATE PROJECT AT LEAST TWO DAYS q W PREPARED BY: DAVID H. TATSUMI 4 2 1 5 1 = SHEET1 GE 8-1-1 BEFORE YOU DIG �r +" 99 DISCOVERY, SUITE 120 SCALE: NO SCALE F OF CALA� IRVINEI CA 9261 8-31 50 UNDERGROUND SEWICE ALERT OF SOUTHERN CALIFORNN COUNTY RELATIVE BORDER SCALE O 1 2 3 USERNAME =>nquy WO 87-0753 sed i IS IN INCHES I I I DON FILE =>... \drawings\cd\PD-l.dgn.._ FILE NO. c C SOLAR CONTROLLER— IN ENCLOSURE (SEE SHEET NOTE 3) 1 " QCV 1 " BV 211 BV 1 "—A-1 —1 600 1 "—A-2-1 5,0 1'I—A-3-5o0 1'/2'' PRV I" QCV 11/211 BFP— 1'I—A-4-1503 " MV SE 1 1 '/2 B V� 1 �/ ' 2"' GV i I � EXISTING 6`11 IRRIGA/ ejt`�' CROSSOVER `�•'— 2 SLEEVE ^' 3 6" SLEEVE SEE SHEET NOT;W q' �I1/2 as' 00 If EXIST MAINLINE u ' t (CONTRACTOR TO°�?�, ' � — 2 VERIFY SIZE) � SHEET CI _ L — E,X I I N,G 6 �+ �\ LRRIG.A-TION CROSS0VE 14+00 Ilk ! JCISTING 2' WM -CL A ' Y ........... I_ -. _ .-.._•---•--�- --���- �, ---=--- _ R /W _ - ---- ------------ SHEET NOTES TICE 1, CONTRACTOR SHALL CONNECT TO EXISTING IRRIGATION MAINLINE AND WIRING. PROVIDE PULL BOX FOR (FUTURE) ACCESS TO WIRING CONNECTIONS° 2, CONTRACTOR SHALL CONNECT TO EXISTING WATER LINE (NEAR FACE OF BUILDING) FOR IRRIGATION SYSTEM. 3. CONTRACTOR SHALL VERIFY QUANTITY OF EXISTING REMOTE CONTROL VALVES THAT WILL BE WIRED INTO NEW CONTROLLER, UPSIZE CONTROLLER IF NECESSARY, DIAL TOLL FREE 8-1-1 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SETCACE AEERT OF SOUTHERN G4IFORNA IS IN INCHES MATCH LINE E SHEET IIIP-711 1 m O lei k 0 __S� P ID MPSCD CD S a SEE SHEET NOTES 4 & 5 4e CONTRACTOR SHALL CONNECT EXISTING LATERAL LINE SYSTEM IN POCKET PARKING LOT PLANTER NOT AFFECTED BY CONSTRUCTION INTO NEW AA -2 IRRIGATION LATERALS. 5e ANY IRRIGATION COMPONENTS ON THE EXISTING 'CLARK WESTERN' IRRIGATION SYSTEM NOT KNOWN TO THE DESIGNER BUT AFFECTED BY CONSTRUCTION SHALL BE REPLACED IN KIND & ASSURED PROPER FUNCTIONALITY BY CONTRACTOR. COUNTY OF RIVERSIDE `W�s TATSUMI ANDPARTNERS, INC. IRRIGATION PLAN APPROVE 1. CLAY STREET 5.24,3 GRADE SEPARATION a� PREPARED BY: DATE PROJECT DAVID H. TATSUMI F. �ma .,, � t..r ,,,, SCALE: 1"=20I 0 1 2 3 (USERNAME In 1\ WO 87-0753 I Do FILE FILE _>... \drawings\cd\IP-1 .tlgn SHEET No. wo IP -1 SNEETI 4 3 a 1 51 SEE SHE NNW <h y Mq T 9-+ 1 I/ 2 , -- �/a - 2 2.1 TICE SEE SHEET NOTE 1 SHEET NOTES 10 CONTRACTOR SHALL CONNECT NEW RCV AA -1 INTO EXISTING IRRIGATION LATERAL LINES FOR TURF SYSTEM. 2. CONTRACTOR SHALL CONNECT EXISTING LATERAL LINE SYSTEM IN PARKING LOT PLANTER NOT AFFECTED BY CONSTRUCTION INTO NEW AA -2 IRRIGATION LATERALS. DIAL TOLL FREE 8-1-1 AT LEAST TWO DAYS 8-1-1 BEFORE YOU DIG UNDERGROUND SERNCE ALERT OF SOUTHERN C FORNW RELATIVE I IS IN Y l� If I I � Prop R,/W t 1 T_C_E_ r v 1 1 1 VER CLA' is o ED IN'�FIE 3, ANY IRRIGATION COMPONENTS ON THE EXISTING 'CLARK WESTERN' IRRIGATION SYSTEM NOT KNOWN TO THE DESIGNER BUT AFFECTED BY CONSTRUCTION SHALL BE REPLACED IN KIND & ASSURED PROPER FUNCTIONALITY BY CONTRACTOR. TATSUMI AND PARTNERS, INC. �pNOSCApf APPROVED(1�Y: H, 5/24/13 a PREPARED BY: DATE DAVID H. TATSUMI O 1 2 3 (USERNAME _> DGN FILE _> O N I w Jn w w zw H� _J =w U w U) Q COUNTY OF RIVERSIDE IRRIGATION PLAN CLAY STREET GRADE SEPARATION PROJECT SCALE: 1"=20' WO B7-0753 COON' FILE 0 i SHEET No. IP -2 SHEET1 44 OF 151 vw ----- Vf- 3, ANY IRRIGATION COMPONENTS ON THE EXISTING 'CLARK WESTERN' IRRIGATION SYSTEM NOT KNOWN TO THE DESIGNER BUT AFFECTED BY CONSTRUCTION SHALL BE REPLACED IN KIND & ASSURED PROPER FUNCTIONALITY BY CONTRACTOR. TATSUMI AND PARTNERS, INC. �pNOSCApf APPROVED(1�Y: H, 5/24/13 a PREPARED BY: DATE DAVID H. TATSUMI O 1 2 3 (USERNAME _> DGN FILE _> O N I w Jn w w zw H� _J =w U w U) Q COUNTY OF RIVERSIDE IRRIGATION PLAN CLAY STREET GRADE SEPARATION PROJECT SCALE: 1"=20' WO B7-0753 COON' FILE 0 i SHEET No. IP -2 SHEET1 44 OF 151 Vf- - ,TCE Prop 'R/W 3, ANY IRRIGATION COMPONENTS ON THE EXISTING 'CLARK WESTERN' IRRIGATION SYSTEM NOT KNOWN TO THE DESIGNER BUT AFFECTED BY CONSTRUCTION SHALL BE REPLACED IN KIND & ASSURED PROPER FUNCTIONALITY BY CONTRACTOR. TATSUMI AND PARTNERS, INC. �pNOSCApf APPROVED(1�Y: H, 5/24/13 a PREPARED BY: DATE DAVID H. TATSUMI O 1 2 3 (USERNAME _> DGN FILE _> O N I w Jn w w zw H� _J =w U w U) Q COUNTY OF RIVERSIDE IRRIGATION PLAN CLAY STREET GRADE SEPARATION PROJECT SCALE: 1"=20' WO B7-0753 COON' FILE 0 i SHEET No. IP -2 SHEET1 44 OF 151 0 N N I a� zI �cn =w Uw Ln a R/W �s) <51—p r , DAT LEAST IAL TOLL FREE n,• �� , DAYS BEFOREDIG MATCH LINE STA 11+20 SEE SHEET "IP -611 TATSUMI AND PARTNERS, INC. it APPROVEPREPARED AT DATE DAVID H. TATSUMI 49 DISCOVERY, SUITE 120 IRVINE, CA 92618-3150 RELATIVE BORDER SCALE 0 1 2 3 USERNAME =>nquy IS IN INCHES DGN FILE _>...\drawin s\cd\IP-3.tl n w w w III hru COUNTY OF RIVERSIDE IRRIGATION PLAN CLAY STREET GRADE SEPARATION PROJECT SCALE: 1"=20' WO B7-0753 SHEET No. a IP -3 5 151 SHEET14 aF - v�_� K i i J PROPOSED R/W /� ! `J �.. r l — - f (BY OTHERS -Y, TCE ;' %AAA A ""A i / -j / / i / / A j r'' `.. I = i �---- / / ' ----------------------- ---'------------------ At IA,• A i t - f A - I N A °� ------ : 1 -. f, A.. i - _•. x� . ; _._ — — QQ M A _ I At At --- A, LJ_ / / �� / � ,� / A, .. J l Q A t — r / i i / t� ,—; �— / Oq' 27 0, %;2&+OQ� / 29 /d0 30+00 31+00 32- / If If Aff� :� At z //��, ��� L:A�y �+ ST v EXAISTING WM �, � �/ 1 2 T z w: — v w �� �;� �� - -� i -.. i - -- _-------- - — - (n 7 4f!- �. r / 4 . / _ / _ .._ _.._.._.._.. �__.._.._.._. ... ._.._.._. _ .,.r._.._.._.._.._ ti < R /W ;;' A- --- a----- 3 ----- �- ----- -4-- --- �a -------------------- - - - - - - - - - - - - - - - - - -- --TCE----------------AAA - _ IAA " ;, �41 i -Exist , Drive thru- �� 1'I 2" ,. ' _; cr� j `. A Ail C 2 ;,If -- / 1�II-A-2-25,0 AAAA ,I---� C r --------- w '' —A-1 —21 If ,% 00 �� SHEET NOTES A, - _, 21I BV _ -- `=/ EXISTING R# '� CROSSOVER �` 1 , 'CONTRACTOR SHALL CONNECT TO EXISTING WATER: MAINLINE. ; -'ATION At SEE SHEET NOTE 2 2e CONTRACTOR SHALL VERIFY LOCATION OF EXISTING CROSSOVER AND CONNECT TO EXISTING IRRIGATION SYSTEM ON OPPOSITE SEE SHEET NOTE 1 SIDE OF DRIVE THRU, 3e ANY IRRIGATION COMPONENTS ON THE EXISTING 'BEST BURGER' IRRIGATION SYSTEM NOT KNOWN TO THE DESIGNER BUT AFFECTED BY CONSTRUCTION SHALL BE REPLACED IN KIND & ASSURED PROPER FUNCTIONALITY BY CONTRACTOR. r v A. COUNTY OF RIVERSIDE TATSUMI AND PARTNERS, INC. IRRIGATION PLAN SHEET No. NDSCpp APPROVED Y: CLAY STREET wo _ DIAL TOLL FREE `��°gyp�,� �: �. GRADE 5/24/13 SEPARATION IP -4 48-1 -1 PREPARED BY: DATE PROJECT 8-1-1 AT LEAST TING BEFORE YOU DAYS DIG y N - DAVID H. TATSUMI �4t� �' SCALE: 1 "=201 seEET1 46 of 151 49 DISCOVERY, SUITE 120 f Of CALF IRVINE, CA 9261 8-31 50 UNDERGROUND SENCE kBU OF SOUTHERN GWFORNIA RELATIVE BORDER SCALE 0 1 2 3 USERNAME =>nquy WD B7-0753 COUNTY viceam: oea,:oz- M IS IN INCHES DGN FILE _>... \drawin s\cd\IP-4.d n FILE NO. EET NOTES0 q�0 0 9 /, ,�'AA 3-3200; 0 2,1 BVD �I r_ I I I I >,�,;k�JG' 61! IRRIGATION CROSSOVER FR EXISTC' 4 �_ ., 1 4+00 15+00 ' O • -- EXISTING WM EXISTING BFP. . 1e CONTRACTOR SHALL CONNECT TO EXISTING IRRIGATION /%% v � us��/ MAINLINE AND WIRINCyo,/PROVIDE PULL BOX FOR (FUT,UR�jj,,j/; ACCESS TO WIRINGCONNECTIONS a /iiia ' i 2e CONTRACTORSHALL CONNECT EXISTING %NERAL L� %�� // SYSTEM IN �OCf�• T��PA KING LOT PLANTER NOT �� � �� � � � BY CONSTRUCTION 'If��� NEW AA -3 -IR'RIGATIO'N" /, II'1 /�L'So "��• 3. CONTRACTOR SHALL VERIFY SIZE OF EXISTING MAINLINE. IF NOT SIZED 2'' OR ABOVE; UPSIZE MAINLINE TO BACKFLOW PREVENTER IN ORDER FOR PROPER FLOW TO NEW REMOTE CONTROL VALVES. DIAL TOLL FREE 8-1-1 AT LEAST TWO DAYS op BEFORE YOU DIG UNDERGROUND SERJICE ALERT OF SOUTHERN CALIFORNIA 4a ANY IRRIGATION COMPONENTS ON THE EXISTING 'CLARK WESTERN' IRRIGATION SYSTEM NOT KNOWN TO THE DESIGNER BUT AFFECTED BY CONSTRUCTION SHALL BE REPLACED IN KIND & ASSURED PROPER FUNCTIONALITY BY CONTRACTOR. T NOTE TATSUMI AND PARTNERS, INC. �111oscApE APPROVED(\�Y: J � 5/24/13 y PREPARED DATE DAVID H. TATATSUMI a� p OF CADF�- DISCOVERY, SUITE 120 IR � IRVINE, CA 92618-31500 /W COUNTY OF RIVERSIDE IRRIGATION PLAN CLAY STREET GRADE SEPARATION PROJECT SCALE: 1"=20' -IVE BORDER SCALE 0 1 2 3 (USERNAME ->nquy W0. B7-0753 IS IN INCHES DGN FILE _>... \drewings\cd\IP-5.dgn 16 - SHEET No. IP -5 SHEET 1 4 7 OF 151 !SHE`T NOTE 1 \ STjNG� RCN's -_-- ------------------------------- (3) - — FR EXISTC' 4 �_ ., 1 4+00 15+00 ' O • -- EXISTING WM EXISTING BFP. . 1e CONTRACTOR SHALL CONNECT TO EXISTING IRRIGATION /%% v � us��/ MAINLINE AND WIRINCyo,/PROVIDE PULL BOX FOR (FUT,UR�jj,,j/; ACCESS TO WIRINGCONNECTIONS a /iiia ' i 2e CONTRACTORSHALL CONNECT EXISTING %NERAL L� %�� // SYSTEM IN �OCf�• T��PA KING LOT PLANTER NOT �� � �� � � � BY CONSTRUCTION 'If��� NEW AA -3 -IR'RIGATIO'N" /, II'1 /�L'So "��• 3. CONTRACTOR SHALL VERIFY SIZE OF EXISTING MAINLINE. IF NOT SIZED 2'' OR ABOVE; UPSIZE MAINLINE TO BACKFLOW PREVENTER IN ORDER FOR PROPER FLOW TO NEW REMOTE CONTROL VALVES. DIAL TOLL FREE 8-1-1 AT LEAST TWO DAYS op BEFORE YOU DIG UNDERGROUND SERJICE ALERT OF SOUTHERN CALIFORNIA 4a ANY IRRIGATION COMPONENTS ON THE EXISTING 'CLARK WESTERN' IRRIGATION SYSTEM NOT KNOWN TO THE DESIGNER BUT AFFECTED BY CONSTRUCTION SHALL BE REPLACED IN KIND & ASSURED PROPER FUNCTIONALITY BY CONTRACTOR. T NOTE TATSUMI AND PARTNERS, INC. �111oscApE APPROVED(\�Y: J � 5/24/13 y PREPARED DATE DAVID H. TATATSUMI a� p OF CADF�- DISCOVERY, SUITE 120 IR � IRVINE, CA 92618-31500 /W COUNTY OF RIVERSIDE IRRIGATION PLAN CLAY STREET GRADE SEPARATION PROJECT SCALE: 1"=20' -IVE BORDER SCALE 0 1 2 3 (USERNAME ->nquy W0. B7-0753 IS IN INCHES DGN FILE _>... \drewings\cd\IP-5.dgn 16 - SHEET No. IP -5 SHEET 1 4 7 OF 151 COUNTY OF RIVERSIDE IRRIGATION PLAN CLAY STREET GRADE SEPARATION PROJECT SCALE: 1"=20' -IVE BORDER SCALE 0 1 2 3 (USERNAME ->nquy W0. B7-0753 IS IN INCHES DGN FILE _>... \drewings\cd\IP-5.dgn 16 - SHEET No. IP -5 SHEET 1 4 7 OF 151 1e CONTRACTOR SHALL VERIFY LOCATION OF CONTROLLER 'A'& MAKE CERTAIN BEFORE CONSTRUCTION BEGINS THAT REDESIGNED IRRIGATION SYSTEM RCV QUANTITY IS ALLOWABLE; UPSIZE CONTROLLER IF NECESSARY. 2e CONTRACTOR SHALL VERIFY LOCATION OF EXISTING CROSSOVERS & CONNECT EXISTING IRRIGATION SYSTEM MAINLINE AND LATERALS INTO NEW (REDESIGNED) IRRIGATION SYSTEM. 3e ANY IRRIGATION COMPONENTS ON THE EXISTING 'BEST THE DESIGNER BUT AFFECTED BY CONSTRUCTION SHALL FUNCTIONALITY BY CONTRACTOR. DIAL TOLL FREE 8-1-1 AT LEAST TWO DAYS BEFORE YOU DIG 8-1-1 UNDERGROUND SEROICE p1ERE OF SOUTHERN CAUFORNW RELA BURGER' IRRIGATION SYSTEM NOT KNOWN TO BE REPLACED IN KIND & ASSURED PROPER I COUNTY OF RIVERSIDE TATSUMI AND PARTNERS, INC. I IRRIGATION PLAN iD APPROVED 1D Y' CLAY STREET 5/24/13 GRADE SEPARATION PREPARED BY: DATE PROJECT DAVID H. TATSUMI 49 DISCOVERY, SUITE 120 SCALE: 1=201 IRVINE. CA 92618-3150 0 1 2 3 USERNAME _> DGN FILE _> i WO B7-0753 v SHEET No, Q® IP -6 SHEETI 4 8 a 151 r EXISTING IRRIGATIOf CROSSOVEF COUNTY OF RIVERSIDE TATSUMI AND PARTNERS, INC. IRRIGATION PLAN SHEET No. to APPROVED Y: CLAY STREET DIAL TOLL FREE GRADE SEPARATION IP -7 AT LEAST TYO DAYS PROJECT DAVID H. TATSUMI 1 51BEFORE YOU DtG8-1-1 49 DISCOVERY, SUITE 120 SCALE, 1 =z0ovUNDERGROUND SERNCE AUM OF SOUTHERN CAUFORNA IRVINE, CA 92618-3150 RELATIVE BORDER SCALE 0 1 2 3 USERNAME =>nquy COUNTY us�aoemizm IS IN INCHES II II DGN FILE =>... \drawings\cd\IP-7.dgn W0. B7-0753 FILE No. T C IRRIGATION NOTES 1. ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPERATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING. 2. ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING. 3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT BY THE OWNER'S AUTHORIZED REPRESENTATIVE TIME OF SAID REJECTION. 4. FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 5. 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER. 6. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. 7. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVER -SPRAY ONTO WALKS, STREETS, WALLS, ETC. 8. THE DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS. 9. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE/SHE SHALL COORDINATE HIS/HER WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC. 10. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY UPON DISCOVERY. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. 11. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 12. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL VERIFY THE ON-SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST HEAD AND LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED. 13. ALL IRRIGATION HEADS ADJACENT TO WALKWAYS AND PATIOS SHALL BE POP -UPS. 14. PROVIDE PVC SCHEDULE 40 CONDUIT FOR CONTROLLER WIRES WHEREVER CONNECTIONS BETWEEN ELECTRIC VALVES AND CONTROLLER PASS THROUGH OR UNDER MASONRY, PAVING, ETC. 15. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO INDICATE A COMPLETE SPRINKLER SYSTEM INSTALLED AND READY FOR USE WITHOUT FURTHER COST TO THE OWNER. 16. CONTRACTOR SHALL APPLY AND PAY FOR ALL PERMITS REQUIRED FOR THIS PORTION OF THE WORK. 17. ALL SYSTEMS ARE SHOWN SCHEMATICALLY AND ARE TO BE LOCATED IN PLANTING AREAS WHEREVER POSSIBLE. 18. ALL HEADS SHALL RECEIVE SWING JOINTS. DOUBLE FOR SHRUB HEADS. TRIPLE FOR TURF AND HEADS ADJACENT TO WALKS. 19, CONTRACTOR SHALL INSTALL CHECK VALVES WHERE NECESSARY TO PREVENT ANY LOW HEAD DRAINAGE. 20. CONTRACTOR TO VERIFY POINTS OF CONNECTION ON SITE. 21. INSTALLATION TO BE AS PER CITY OF JURUPA VALLEY STANDARDS/COUNTY OF RIVERSIDE CODES, NORMAL APPROVED STANDARDS OF PROCEDURE AND MANUFACTURERS' SPECIFICATIONS. 22. CONTROL WIRES SHALL BE BLACK, 14 GA. DIRECT BURIAL TYPE OF IRRIGATION WIRE. COMMON WIRE SHALL BE WHITE WIRE OF THE SAME TYPE. INSTALL WIRE IN SAME TRENCH WITH MAIN LINE. 23. ALL CONTROL VALVES SHALL BE PLACED IN PLANTING AREAS AS INDICATED, CLOSE TO CURBS OR WALKS. 24. TRENCHES SHALL BE FILLED AND COMPACTED BY WATERING AND REFILLING SO AS TO PROVIDE ORIGINAL CONTOUR AND COMPACTION. 25. THE IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE SPRINKLER SYSTEM AGAINST DEFECTIVE MATERIALS & WORKMANSHIP FOR A MAINTENANCE PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER. SHOULD ANY REPAIRS BE NECESSARY DURING THE MAINTENANCE PERIOD DUE TO DEFECTIVE MATERIALS OR WORKMANSHIP, CONTRACTOR SHALL REPAIR AT HIS/HER OWN EXPENSE. 26. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITION AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 27. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO LOCAL BUILDING AND PLUMBING CODES HAVING JURISDICTION. DIAL TOLL FREE 8-1-1 AT LEAST TWO DAYS 8-1-1 BEFORE YOU DIG UNDERGROUND SERVICE AUOU OF SOUTHERN CALIFORNIA 28. THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE FURNISHING ALL LABOR, MATERIALS, TOOLS, MACHINERY, AND EQUIPMENT NECESSARY TO COMPLETE SPRINKLER SYSTEM AND ADJUSTMENT, INCLUDING TRENCHING, BACKFILLING, ETC. 29. COORDINATE THE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, WITH ANY EXISTING LANDSCAPING TO AVOID INTERFERING WITH THE TREES, SHRUBS, OR OTHER PLANTING. 30. UPON COMPLETION OF THE WORK, REMOVE ALL EXCESS MATERIALS, EQUIPMENT AND WASTE. IRRIGATION LEGEND 31. THE SPRINKLER INSTALLATION ADJUSTMENTS SHALL BE DEEMED INCOMPLETE UNTIL ALL SPRINKLER HEADS, VALVES, AND ALL RELATED IRRIGATION EQUIPMENT HAVE BEEN CHECKED AND ADJUSTED TO BEST CONFORM TO THE CONDITIONS AND REQUIREMENTS THAT WILL PREVAIL AT THE FINISHED SITE. _ 32. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO A DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO THE ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS, OR OTHER IRREGULARITIES. SYMBOL DESCRIPTION MANUFACT. MODEL NO. GPM PSI RADIUS NOTES DETAIL NO. V POP-UP SPRAY TORO 5702-12P-PRX-COM-0-T-5-0 0.06 30 5' 12" POP-UP - v POP-UP SPRAY TORO 5702-12P-PRX-COM-0-T-5-H 0.13 30 6 12" POP-UP - b POP-UP SPRAY TORO 570Z-12P-PRX-COM-0-T-8-0 0.17 30 8' 12" POP-UP - e POP-UP SPRAY TORO 5702-12P-PRX-COM-O-T-841 0.33 30 8' 12" POP-UP - d POP-UP SPRAY TORO 570Z-12P-PRX-COM-0-T-10-Q 0.23 30 10' 12" POP-UP - POP-UP SPRAY TORO 570Z-12P-PRX-COM-0-T-10-T 0.34 30 10' 12" POP-UP - 8 POP-UP SPRAY TORO 570Z-12P-PRX-COM-0-T-10-H 0.51 30 10' 12" POP-UP - ® POP-UP SPRAY TORO 5702-12P-PRX-COM-0-T-10-TQ 0.79 30 10' 12" POP-UP - 11 POP-UP SPRAY TORO 57OZ-12P-PRX-COM-0-T-10-F 1.03 30 10' 12" POP-UP - POP-UP SPRAY TORO 57GZ-12P-PRX-COM-0-T-12-H 0.74 30 12' 12" POP-UP - ® POP-UP SPRAY TORO 570Z-12P-PRX-COM-0-T-12-F 1.48 30 12' 12" POP-UP - (J POP-UP SPRAY TORO 570Z-12P-PRX-COM-0-T-15-Q 0.58 30 16 12"POP-UP - POP-UP SPRAY TORO 570Z-12P-PRX-COM-O-T-15-T 0.77 30 15' 12" POP-UP - POP-UP SPRAY TORO 57GZ-12P-PRX-COM-O-T--1541 1.16 30 16 12" POP-UP - POP-UP SPRAY TORO 5702-12P-PRX-COM-0-T-15-F 2.31 30 15' 12" POP-UP - 0 POP-UP BUBBLER TORO 57GZ-4P-PRX-COM-FB-25-PC 0.25 40 WA 4" POP-UP - SYMBOL DESCRIPTION MANUFACT. MODEL NO. DETAIL NO. PROPOSED EXISTING IS 0 RCV REMOTE CONTROL VALVE RAINBIRD GB -PRS -D SERIES - SIZE AS NOTED ON PLANS - IS) - MV MASTER REMOTE CONTROL VALVE LEIT 160HE-100 - SIZE AS NOTED ON PLANS. 0 - QCV QUICK COUPLER VALVE RAINBIRD 44LRG(44 NP- SIZE AS NOTED ON PLANS. a - GV GATE (ISOLATION) VALVE NIBCO T-11 3K. SIZE AS NOTED ON PLANS. - - VIM EXISTING WATER METER - SIZE AS NOTED ON PLANS. - „_„ - "A" SOLAR CONTROLLER IN ENCLOSURE LEIT LETT 4000 w/ ENCL 4000 - EXISTING CONTROLLER'A' CD BFP BACKFLOW PREVENTER FEBCO 826YA- SIZEAS NOTED ON PLANS (WITH ENCLOSURE 8 QUICK PAD). >1 - PRV PRESSURE REDUCING VALVE WILKINS 500 - SIZE AS NOTED ON PLANS. - $ BV BALL VALVE NIBCO T-585-70. SIZE AS NOTED ON PLANS. - ----- ----- PRESSURED PIPE MAIN LINE (SCHEDULE 40 FOR 1-112" OR SMALLER, CLASS 315 PVC PIPE FOR 2" OR LARGER). - „������• CONTROL WIRE (#14 GAUGE). - ---------- NON PRESSURIZED PIPE LATERAL LINES SCHEDULE 40 PVC -SIZE AS NOTED ON PLANS. - __- -------c _ SLEEVES UNDER PAVING SHALL BE SCH. 40 PVC. --------- SIZE IS 2 TIMES DIAMETER OF MAIN LINE, LATERAL LINE, OR BUNDLED WIRE WITH A MINIMUM 2" SIZE. - - ------ PLACE- PLACE BELOW ALL PAVING, HARDSCAPE, ETC. AND AS DIRECTED BY ENGINEER. - CONNECT NEW IRRIGATION SYSTEM TO EXISTING SYSTEM. - COUNTY OF RIVERSIDE TATSUMI AND PARTNERS, INC. IRRIGATION LEGEND SHEET No. 51nAPPROVE5/24/13 CLAY STREET t GRADE SEPARATION ID -1 PREPARED BY: DATE PROJECT DAVID H. TATSUMI SCALE: NO SCALE SHEET150OF 1 j�4�O�� 49 DISCOVERY. SUITE 120 RELATIVE BORDER SCALE 0 1 2 3 (VUSERNAME =>nquy WO B�-Q753 IS IN INCHES I DGN FILE _>... \drOwings\ctlD-1.dgn I �NINRFN9NLLL� Nnc®mwR19.TEPPEChv IO4V£nim FVxF0.rolMtl... E&�I�E0.11X SRWPIVIIM W A9NCR M�9NAW �. s.,Lywcnila sxFUEE..uu.PleTavlPerpuy«wortmFlwr: .avn. O9 FWIN mUUOVONE Q CRIB Qly v � WIMRT.E �0.CInERxIYnF ®9a1.N IR6TRELEI.BCNvi%T ® {�3UT8i OO "xERPEPtlR'1ERDONL T® ©I�RECIIPEIA dx n EL mo ®xwPN69L11E uvIXa.uzA 911BR[ER NOZZLE FOR TREES ON SLOPES v.1m TFEv'rlKat ". QFWb GMDE Q� 0ZL'W&ll&NFI^XI wNHA PoHMLMOFwI6iXMLE53 '... �} VV EnmEn'n�fv�C V•��v/(�fNu�FLjr�X10�:.'DLE°ERnry dlUro i Q RExuP,IP�%E��ertlll��RI EF'B0X 1Ntl6EF�NFx /Q�NyMipryI�.(�puB�DLH�Y.N �W¢X.7N...ERX V IPExLEu[NDNNJ9N4GFECx90M5j wernMolMIF-x WN�d€ Q IFI` W m� TREE WELL)�UB6LE�m 10 LEIT CONTROLLER MODEL MRC ® ® HIGH SEMITY STAINLESS STEEL DISC -LOCK MODEL SD -405 ® HEAVY-DUTY STAINLESS STEEL ENCLOSURE WITH LIGHT ACCESS THRWGH GRID ON TOP AND INTERNAL CLW TO SECURE COLUMN MOUNTING MODEL ENOL M ® GALVANIZED STEEL MOUNTING COLUMN FOR LEIT MPC 0. MODEL MCOLML 51" LONG ® 1 M 18" M 1B" CONCRETE BASE USING 90 LD. BAG OF CONCRETE ® FINISH GRACE ® DIRECT BURIAL CONTROL WIRE$ TO CONTROL VALVES. 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