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935ss_sgI "� I il ' q ' C Ak I "i lillml 2 I A i IIAQ I 1 .1 1 SAN BERNARDINO COUNTY 1 1 RIVERSIDE COUNTY 1 1 11 i 1 BLYTHE INDEX O SHEE ■ S■ SHEET 1- TITLE SHEET SHEET 2- STREET IMPROVEMENT SHEET 3 - SIGNING AND STRIPING SHEET 4 - TRAFFIC SIGNAL PLAN BA SIS OF B EARINGS: BEARINGS ARE CCS 83. ZONE 6, DISTANCE ARE GRID MULTIPLY BY 1.000025145 TOOBTAIN GROUND DISTANCE. GRID WAS ESTABLISHED FROM G.P.S. SURVEY, HOLDING G.P.S. STATIONS 1 821" (HPGN 08-21),'822 (HPGH 08 -22), AND 1113" (HPGN CALIF. 11- 13 -90), CONSTRAINED BY RIVERSIDE COUNTY CAMPAIGN 1988. DATUM ON FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF RIVERSIDE COUNTY, CALIFORNIA. GENERAL NOTES: I. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1999 EDITION OF THE PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE F ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGF 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. 1 THE CONTRACTOR IS REQUIRED TO HAVE A CLASS "A" OR CLASS "C-10" LICENSE AT TIME OF AWARD. 4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT -OF -WAY SHALL BE PROTECTED OR REPLACED IF DAMAGED, AS DIRE BY THE ENGINEER. 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE RESIDENT ENGINEER THE COMMENCEMENT OF WORK. 6. REFER TO RIGHT OF WAY MAPS FOR THIS PROJECT WHEN LOCATING PROPERTY OR EASEMENT LINES. 7. THIS PLAN IS NOT DEEMED TO BEAN EXACT REPRESENTATION OF THE ACTUAL GEOMETRY AND /OR MEASUREMENTS. CONTRACTOR FIELD REVIEW IS REQUIRED. A PUBLIC SERVICE BY IRDERGRWW SERVICE ALERT REVISIONS ,:I li y/ 11 1111 TO MIPERUL COUNTY GENERAL TRAFFIC SIGNAL. NOTES: 1. ALL PULL BOXES SHALL BE #5 UNLESS OTHERWISE INDICATED OR APPROVED BY THE ENGINEER. MAXIMUM SPACING SHALL BE 500' 2. ALL SPARE CONDUCTORS SHALL BE CONTINUOUS, WITH 6 OF SLACK IN EACH PULL BOX. 3. DETECTOR LOOP CURB TERMINATIONS SHALL BE TYPE "A" PER STANDARD PLAN ES-5E. 4. A MINIMUM OF 2 FT OF CLEARANCE SHALL BE MAINTAINED BETWEEN TELEPHONE CONDUIT AND ELECTRICAL CONDUITS. 5. A MINIMUM OF 15 FT OF CLEARANCE SHALL BE MAINTAINED BETWEEN THE CONTROLLER CABINET AND THE SERVICE EQUIPMENT ENCLOSURE. 6. ALL PULL BOXES IN UNIMPROVED AREAS SHALL BE TRAFFIC BEARING. 7. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. STRIPING LAYOUT (CAT - TRACKING) SHALL BE APPROVED PRIOR TO LOOP DETECTOR INSTALLATION. 8. ALL VEHICLE INDICATIONS SHALL BE 17. ALL SIGNAL HEADS AND BACKPLATES SHALL BE METAL WITH LOUVERS. ALL LENSES SHALL BE GLASS. 9. ALL DETECTOR LOOPS SHALL BE ROUND V DIA. WITH 10' MINIMUM SPACING BETWEEN LOOPS IN THE DIRECTION OF TRAVEL AND CENTERED IN THE LANE UNLESS OTHERWISE INDICATED. INSTALL DETECTOR LOOPS T BEFORE LIMIT LINE OR CROSSWALK UNLESS OTHERWISE INDICATED. LOOPS SHALL BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS. 10. ALL CONDUIT SHALL BE 2 INCH RIGID STEEL UNLESS OTHERWISE INDICATED. ALL CONDUIT PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. 11. A MINIMUM OF 6 FT OF SLACK SHALL BE PROVIDED AT EACH PULL BOX, AND 20 FT OF SLACK SHALL BE PROVIDED AT EACH CONTROLLER CABINET FOR SIGNAL INTERCONNECT CABLE. 12. ALL IT RED, GREEN AND YELLOW SECTIONS AND THE RED, GREEN AND YELLOW ARROW SECTIONS SHALL UTILIZE LIGHT EMITTING DIODE SIGNAL MODULES. UJI 13. ALL PEDESTRIAN SIGNAL FACES (COMBINATION PEDESTRIAN SIGNAL) SHALL UTILIZE LIGHT EMITTING DIODE SIGNAL MODULES. 14. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY THE RESIDENT ENGINEER. cl Fm GENERAL SIGNING & STRIPING NOTES: "® 1. ALL REQUIRED STRIPING, PAVEMENT MARKERS AND SIGNAGE SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. Lu 2. ALL STRIPING AND PAVEMENT MARKING REMOVALS SHOWN ON THE PLAN SHALL BE REMOVED BY SANDBLASTING OR GRINDING AS DIRECTED BY THE ENGINEER. 3. THE LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 4. DOUBLE YELLOW STRIPES SHALL HAVE A 3 INCH PAINTED BLACK LINE SEPARATING 4 INCH YELLOW LINES. 5. THERMOPLASTIC CROSSWALKS SHALL HAVE 8 FT BETWEEN IT WHITE STRIPES. 6. TURN ARROWS SHALL BE LOCATED AS SHOWN ON THE PLANS UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7. STRIPING LAYOUT (CAT - TRACKING) SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION OF STRIPING. 8. ALL EXISTING RAISED PAVEMENT MARKERS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND AS DETAILED ON THE SIGNING AND STRIPING PLAN AND AS DIRECTED BY THE RESIDENT ENGINEER. it 9. SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON THE PLAN. SALVAGED SIGNS SHALL BE DELIVERED TO THE COUNTY YARD AS DIRECTED BY RESIDENT ENGINEER �s UJI Lu w 1 1 1 I VICINITY MAP T.23.,R.3W. ,SEC. 18 DESIGN SECTION BY: MP DATE 33 a BY: MK DATE I yMuv MARK MANAGER: SV DATE HUGH V RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT RECOMMENDED BY: eoFess i _ APPROVED BY: ON CORREA - PLANNING / ENVIRONMENTAL DATE CHARLES SCOTT STALEY DATE q' ROAkm DMSION ENGINEER RCE No. A42999 S --- DEPUTY DIR CTOR DATE x - 9.1. zl�_� -CONSTRUCTION INSPECTION DATE JUAN C. PEREZ DATE DEPUTY DIRECTOR OF TRANSPORTATION RCE No. 49568 o' No. CE 42328 u E><p. 3 -31.08 CAL G =OR49E A. JC DIRECTOR OF RCE No. 42328 PROJECT REFERENCE W.O. NO. 63 -0735 RECHE CANYON ROAD SURVEY NO. F. B. NO. AND CAD FILENAME B30735TS.DGN RECHE VISTA DRIVE SHEET OF 4 BASIN DETAIL NTS C pl EXISTING 18• CSP — ORIGINAL GROUND — m J — - ORIGINAL GROUND v 8" cry I 1 EJ (STING INLET PER RCFC&WCD SECTION A -W ELEVATION BASIN DETAIL NTS !\ I 1 1-- _ - -- CURB RAMP DETAIL NTS V Q pe _ ' � I I I i I I I• li I• � li I• Ii I• 0 1 i I. I 1 I I REVISIONS I r ► i i t t i I r t i 7 0 ! i I i 1 i I I I c I 1 15 1 I 1 _ I 1 7 + b` I I I r I CONSTRUCTION NOTES: 1 SAWCUT AND REMOVE EXISTING PAVEMENT. 2 CONSTRUCT 0.41' A.C./ NATIVE SOIL. 3 CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER R.C. STD. PLAN NO.306. ® CONSTRUCT CONCRETE CURB RAMP (CASE A) PER R.C. STD. PLAN NO. 403. �5 CONSTRUCT (MODIFIED PER DESIGNATED MEASUREMENTS) CHAIN LINK FENCE PER CALTRANS STD. PLAN NO. A87. © CONSTRUCT MODIFIED CURB RAMP (SEE CURB RAMP DETAIL) PER CALTRANS STD.PLAN NO. A88. (CASE D) REMOVE EXISTING OVERSIDE DRAIN. ® MODIFY EXISTING A.C. SURROUNDING THE BASIN PER BASIN DETAIL THIS SHEET. (0.17' A.C. /N.S.) REMOVE ASPHALT CONCRETE DIKE. 9 CONSTRUCT TYPE D ASPHALT CONCRETE DIKE (MOUNTABLE DIKE) PER CALTRANS STD. PLAN NO. A87 AND AS DIRECTED BY THE ENGINEER. ® PROTECT IN PLACE. 2 W / op 3 6 2° o 6 DESIGN SECT DESIGNED BY: Q:5�3 EC 1 DRAWN BY: CHECKED BY: PROJECT MANAGER , o 0 c m � 1 �� • I L 89 0 02'16" 35.00' 34.42' 54.39' ® 99 0 14'11" 0 1 i I. I 1 I I REVISIONS I r ► i i t t i I r t i 7 0 ! i I i 1 i I I I c I 1 15 1 I 1 _ I 1 7 + b` I I I r I CONSTRUCTION NOTES: 1 SAWCUT AND REMOVE EXISTING PAVEMENT. 2 CONSTRUCT 0.41' A.C./ NATIVE SOIL. 3 CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER R.C. STD. PLAN NO.306. ® CONSTRUCT CONCRETE CURB RAMP (CASE A) PER R.C. STD. PLAN NO. 403. �5 CONSTRUCT (MODIFIED PER DESIGNATED MEASUREMENTS) CHAIN LINK FENCE PER CALTRANS STD. PLAN NO. A87. © CONSTRUCT MODIFIED CURB RAMP (SEE CURB RAMP DETAIL) PER CALTRANS STD.PLAN NO. A88. (CASE D) REMOVE EXISTING OVERSIDE DRAIN. ® MODIFY EXISTING A.C. SURROUNDING THE BASIN PER BASIN DETAIL THIS SHEET. (0.17' A.C. /N.S.) REMOVE ASPHALT CONCRETE DIKE. 9 CONSTRUCT TYPE D ASPHALT CONCRETE DIKE (MOUNTABLE DIKE) PER CALTRANS STD. PLAN NO. A87 AND AS DIRECTED BY THE ENGINEER. ® PROTECT IN PLACE. 2 W / op 3 6 2° o 6 DESIGN SECT DESIGNED BY: Q:5�3 EC 1 DRAWN BY: CHECKED BY: PROJECT MANAGER , o 0 c m � f RIVERSIDE COUNTY TRANSPORTATION DEPARTMEN' i2 Q aoFEss goy APPROVED BY: DATE O i r b W ° No. 042999 A DATE • Exp. 3 -31-06 '* J CHARLES SC TT STALEY DATE " /�� 'rF F N ROAD DIVISION ENGINEER DATE RCE No. A42999 PROJECT INTERSECTION IMPROVEMENTS RECHE CANYON ROAD AT RECHE VISTA DRIVE REFERENCE WORK ORDER NUMBER B3 -0735 SURVEY NUMBER S6219 FIELD BOOK NUMBER 2201 CAD FILENAME C:1R.R.F#eslRedmVC.dgnfed* S "I B30735.dgn SHEET 2 OF 4 935-SS 4 R T L 89 0 02'16" 35.00' 34.42' 54.39' ® 99 0 14'11" 35.00' 41.15' 60.62' ® 11 °50'54" 500.00' 51.88' 103.40' 21 0 03'08" 1000.00' 185.80' 367.41' f RIVERSIDE COUNTY TRANSPORTATION DEPARTMEN' i2 Q aoFEss goy APPROVED BY: DATE O i r b W ° No. 042999 A DATE • Exp. 3 -31-06 '* J CHARLES SC TT STALEY DATE " /�� 'rF F N ROAD DIVISION ENGINEER DATE RCE No. A42999 PROJECT INTERSECTION IMPROVEMENTS RECHE CANYON ROAD AT RECHE VISTA DRIVE REFERENCE WORK ORDER NUMBER B3 -0735 SURVEY NUMBER S6219 FIELD BOOK NUMBER 2201 CAD FILENAME C:1R.R.F#eslRedmVC.dgnfed* S "I B30735.dgn SHEET 2 OF 4 935-SS Q'1 W411 I c- 1 40 0 40 � OO v 0F' Q \\ \ \\ 39 �\ \\ _ti 8 -1 8' W171 A 80 120 Scale I" = 40' R61- 19.1 D f w a 0 o� N STA.70 + 50 . 39 N w Nz Z J a � � W w z w z � U Z o 0 Z ,� 9 O W o 0 U 0 12 X w o o z o W17 < N a L W A Q x R1 L R1 -3 �7- - - -- ,- - -- W41 O -� _ ' N O � p to ., _ O Lu o Y — w 5 v p N Q 7 R1 c R 1 -3 V) w rte! x H 0 z z NO. I REVISIONS DESIGNED BY DRAWN BY CHECKED BY MONAE PIRIE PUGH MONAE PIRIE PUGH MIKE KRANTZ I u I � I STRIPING NOTES: Oi APPLY/REAPPLY 8" WHITE CHANNELIZATION STRIPE PER (DETAIL 38) ( THEMOPLASTIC) STD PLAN A20D. (BY CONTRACTOR) O APPLY 12" WHITE CROSSWALK/LIMIT LINE STRIPE (THERMOPLASTIC) STD PLAN A24E. (BY CONTRACTOR) O APPLY/REAPPLY TYPE IV TURN ARROW (THERMOPLASTIC) STD PLAN A24A. (BY CONTRACTOR) Qa PAINT /REPAINT LANELINE STRIPE PER (DETAIL 12) STD PLAN A20A. (BY CONTRACTOR) O5 PAINT/REPAINT 4" DOUBLE YELLOW STRIPE PER (DETAIL 22) STD PLAN A20A.',(BY CONTRACTOR) Q NOT USED THIS SHEET O PAINT/REPAINT 4" EDGE STRIPE PER (DETAIL 27B) STD PLAN A20B. (CONTRACTOR) Os REMOVE EXISTING STRIPING OR PAVEMENT MARKINGS BY SANDBLASTING AND OR GRINDING O APPLY "SIGNAL" PAVEMENT MARKING (THERMOPLASTIC) STD PLAN A20D. (BY CONTRACTOR) 1D NOT USED THIS SHEET 11 APPLY/REAPPLY TYPE VI ARROW (THERMOPLASTIC) STD PLAN A24A. (BY CONTRACTOR) 12 APPLY/REAPPLY "AHEAD" PAVEMENT MARKING (THERMOPLASTIC) STD PLAN A24A. (BY CONTRACTOR) 71F RAISED REFLECTIVE PAVEMENT MARKERS ARE EXISTING PER CALTRANS DETAIL 22 AND DETAIL 38. PROTECT EXISTING MARKERS WHILE REPAINTING CONTRACTOR TO REPLACE DAMAGED PAVEMENT MARKERS AT NO COST TO COUNTY SIGNING NOTES: ❑A REMOVE AND SALVAGE EXISTING SIGN. STA 5 0 EXISTING SIGN TO REMAIN E•C• QG FURNISH & INSTALL SIGN AS INDICATED ON NEW 4'X 6" WOOD POST WITH ANCHOR BLOCKS. Q FURNISH & INSTALL SIGN AS INDICATED ON NEW 4'X 4" WOOD POST WITH ANCHOR BLOCKS. 11 n 5 c� 15' 1 1 '1 1 8 11 cc a ti L Q II a awV) O � I 7 1' FROM AC DIKE OR E/P ~ ° WSP � N uj m fl 1 Q B G7 -2 B Q w N W 7 J , II n 4 a c 7 RECHE VISTA DRIVE 8 ° a o w 26' 0 o B W1 1 Z MORENO VALLEY- 12 a o o Z 8 WC1 1 1 '1,2' I R63 yj 8 o II 6 11 8 R18 v -a1 +n 3 v 1126 I R10 -15 g - �'` D 5 �- Y VA 1 ' 1 14 A C DIKE 3 8 \ - 1 - @ _ A 1 2 - � - -- _ � fR2(50) � - °__--- °______ 1 3 2 - - ,�- R48 F RECHE CANYON ROAD I _ _ 15 �.� 8 N s 2 7 w _ -- —= ` \ PIKE w Lu zo B G7 -2 (ARROYO DRIVE) RECHE CANYON ROAD STA.13 37.66 RECHE VISTA DRIVE STA.72 15.77 z a W o " cn LAWRENCE TAI, COUNTY TRAFFIC ENGINEER DATE DIAL \� 11 - 10-x4 BEFORE YOU DIG WILLIAM MORGAN, TRAFFIC OPERATIONS DATE TOLL flla A PUBLIC SERV +10. TA• 6a NZ SAPRR EDPtRP,NGT D 5 R,�FiT BY QaoeESaioN COUNTY OF RIVERSIDE SIGNING & ST RIPING PLAN P� G. p 4 TRANSPORTATION DEPARTMENT — ��, a APPROVED BY RECHE CANYON ROA m m ' NO. I, � AND . 49668 * EZ DEPUTY TOR OF TRANSPORTATION DATE Ex 4 RECHE VISTA DRIVE CIVIL pt' �V 2� F CF CA��F� RECOMMENDED BY SUSAN VOMBAUR DATE REFERENCE _ W.O. NO. B3 -0735 D SURVEY NO. F. B. NO. FILENAME: B30735SP. DGN SHEET Q) of 93s' -SS CONDUCTOR SCHEDULE A.W.G. OR CAB E TYPE ;t RUNS � A A A SIGNAL MOUNTING POLE A t1 111 ; / 1 1 1 i' ' , I •► POLE 8 REMARKS PER STD PLAN ES -3C. SPECIFY POLE DIA. AT 24' w/4 BOLTS A 1 1 1 1 ! p f- 12 POLE C 0 • II5 <J .A `t`; 1 1 1 1 LUM. M.A. Al z m POLE D + 11 PHASE V2 Y2 Y2 -� 1 I 0 v 3 m POLE E 20' 1 2 1 2 1 2 1 2 SV -2 —T D POLE F 1 1 1 1 1 1—A 10' MOUNTING POLE G 1 2 1 2 1 2 1 2 1 2 DETA TOTAL CABLES 1z 3 2 2 3 4 g 6 5 7 7 8 2 1 1 11 LI.S.N.S. 2 2 2 2 o 2 2 12 P. E. CONTROL O { 21 X11 }11 7, TP -1 —T 3 N 3 N TOTAL 2 2 2 2 2 LUMINAIRE TP -1 —T 2 2 2 IN 2 2 19 - 3 - 129 25' 30' 15' 20OW HPSV Reche Vista MAS SV -1 —T 10 BEACON 19-3-129 30' 30' Reche Canyon MAS V -2 —T SP -1 —T 4 E TOTAL E 2 2 2 1 2 2 0 1 DETECTOR 0 2 DETECTOR 2 2 2 2 2 0 3 DETECTOR 0 4 DETECTOR 3 3 3 DLC 0 5 DETECTOR 0 6 DETECTOR 2 2 0 7 DETECTOR 0 8 DETECTOR TOTAL 2 2 6 6 8 2 EMER. PRE -EMPT. 1 1 2 2 CONDUIT SIZE (INCH) 3 3 3.5 3 2 -3 6UNC 1 BLUNT-POINT EX E/P — BACK -WAL �U sr EX E/p 11_• z � C ' 1 DLC•. ► 11 ' `k 80 1 60 ELI 20 10 0 ►.' ;$ g 'g1i SERV ICE 801 NT 11, SCE PP# 832630H 1 11� � it i11r -i BA RIER 4 it 111 0 11 v 1 � ►..� 111 �( �' ` ' 1 ' Ill ll 111 Ilil_ 1 � 42 1 POLE SCHEDULE 1 11` ;t x,11 I.I.S.N.S. SIGNAL MOUNTING 1 'R' t1 111 ; / AS DIRECTED BY ENGINEER iQ CONSTRUCT PCC FOUNDATION FOR TYPE "332" CONTROLLER CABINET i' ' , I •► BACK CLAMP REMARKS PER STD PLAN ES -3C. SPECIFY POLE DIA. AT 24' w/4 BOLTS A 7A8• DU1 HOLE IN CLAMP 1 II; ! fll ; 0 • II5 <J .A `t`; 111 SIG. M.A. LUM. M.A. Al ,1 ' `I VEHICLE + 11 PHASE Il PHASE 0 -� 1 I 0 511 11 30' 20' 'III v �• a 20OW HPSV G� I I \ 7A/ t SV -2 —T FOR DRAINAGE PER SCE REQUIREMENTS. ALSO INSTALL HANDHOLE PER SCE REQUIREMENTS. SERVICE CONDUCTORS 4— SECTION HEA 1—A 10' MOUNTING 11 ' 119 TV -1 —T DETA L S o 1 80 1 60 ELI 20 10 0 ►.' ;$ g 'g1i SERV ICE 801 NT 11, SCE PP# 832630H 1 11� � it i11r -i BA RIER 4 it 111 0 11 v 1 � ►..� 111 �( �' ` ' 1 ' Ill ll 111 Ilil_ 1 � 42 1 POLE SCHEDULE 1 11` ;t x,11 I.I.S.N.S. SIGNAL MOUNTING 11�_ 1 t1 111 ; AS DIRECTED BY ENGINEER iQ CONSTRUCT PCC FOUNDATION FOR TYPE "332" CONTROLLER CABINET i' ' , I •► BACK CLAMP REMARKS PER STD PLAN ES -3C. SPECIFY POLE DIA. AT 24' w/4 BOLTS A 7A8• DU1 HOLE IN CLAMP 1 II; ! fll ; ALUMINUM CABINET. INCLU E ALL N CESS _ Y ACCESSORIES t • II5 <J .A `t`; 111 SIG. M.A. LUM. M.A. Al ,1 ' `I VEHICLE + 11 PHASE Il PHASE 0 -� 1 I 0 511 11 30' 20' 'III v �• a 20OW HPSV Reche Vista t SV -2 —T FOR DRAINAGE PER SCE REQUIREMENTS. ALSO INSTALL HANDHOLE PER SCE REQUIREMENTS. SERVICE CONDUCTORS PLAN VIEW Ill 1—A 10' ELEVATION 11 ' 119 TV -1 —T ► 11°:1 a 11 S o 1 © TYPE 1 5 `111 11 200W HPSV �1 0 I , 1 11 ` `, o I }II 1 19.. O { 21 X11 }11 80 1 60 ELI 20 10 0 ►.' ;$ g 'g1i SERV ICE 801 NT 11, SCE PP# 832630H 1 11� � it i11r -i BA RIER 4 it 111 0 11 v 1 � ►..� 111 �( �' ` ' 1 ' Ill ll 111 Ilil_ 1 � 42 1 POLE SCHEDULE METAL GALVANIZED PLATE. STANDARD'' LUMINAIRE I.I.S.N.S. SIGNAL MOUNTING PPB 0 EPB I E II I II1 1 CONSTRUCTION NOTES AS DIRECTED BY ENGINEER iQ CONSTRUCT PCC FOUNDATION FOR TYPE "332" CONTROLLER CABINET i' ' , I •► BACK CLAMP REMARKS PER STD PLAN ES -3C. SPECIFY POLE DIA. AT 24' w/4 BOLTS A 7A8• DU1 HOLE IN CLAMP Q FURNISH & INSTALL TYP� 170E CONTRO ER IN MODEL 332 2 aeovE (ASTM - 307) SUP PLIED F' ALUMINUM CABINET. INCLU E ALL N CESS _ Y ACCESSORIES t BASE. NO. TYPE HEIGHT SIG. M.A. LUM. M.A. I LEGEND VEHICLE PED PHASE QUADRANT PHASE QUADRANT -- _ 0 17 - 2 - 129 30' 20' 15' 20OW HPSV Reche Vista MAS SV -2 —T FOR DRAINAGE PER SCE REQUIREMENTS. ALSO INSTALL HANDHOLE PER SCE REQUIREMENTS. SERVICE CONDUCTORS PLAN VIEW © 1—A 10' ELEVATION (951) 307 -6759 72 HOURS IN ADVANCE OF NEED. TV -1 —T SP -1 —T 3 S STEEL POLE REQUIRED © TYPE 1 5 30' 15' 200W HPSV SV -1 - T 3 N O 1—A 7, TP -1 —T 3 N 3 N O 1—A 7' TP -1 —T 4 W 4 IN O 19 - 3 - 129 25' 30' 15' 20OW HPSV Reche Vista MAS SV -1 —T 19-3-129 30' 30' Reche Canyon MAS V -2 —T SP -1 —T 4 E 4 E * CAP UNUSED LIMINAIRE MOUNT WITH METAL GALVANIZED PLATE. • INSTALL EQUESTRIAN PUSH BUTTON (EPB) AT 6' ABOVE GROUND. ; I E II I II1 1 CONSTRUCTION NOTES AS DIRECTED BY ENGINEER iQ CONSTRUCT PCC FOUNDATION FOR TYPE "332" CONTROLLER CABINET i' ' , I •► BACK CLAMP 09 PER STD PLAN ES -3C. SPECIFY POLE DIA. AT 24' w/4 BOLTS A 7A8• DU1 HOLE IN CLAMP Q FURNISH & INSTALL TYP� 170E CONTRO ER IN MODEL 332 2 aeovE (ASTM - 307) SUP PLIED F' ALUMINUM CABINET. INCLU E ALL N CESS _ Y ACCESSORIES t BASE. 3/8• 3/8• -8UNC BL TO PROVIDE PHASING SHOWN ON THESE PLANS. - I SELF - TAPPING SCREW Q3 FURNISH AND INSTALL 120/240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT 11 I (PILOT HOLE TO BE ENCLOSURE AT LOCATION SHOWN. FURNISH AND INSTALL TYPE V PEC IN SERVICE EQUIPMENT } i ( , -- _ FIELD DRILLED) ENCLOSURE. F0_1 F0 I 1/4• PL I p ! `„ 11 ® CLAMP i NOTCH OR DRILL ® FURNISH AND INSTALL W PVC SCH 40 CONDUIT AND 36" SCH 80 SWEEP WITH PULL ROPE FOR DRAINAGE PER SCE REQUIREMENTS. ALSO INSTALL HANDHOLE PER SCE REQUIREMENTS. SERVICE CONDUCTORS PLAN VIEW TO BE INSTALLED BY SOUTHERN CALIFORNIA EDISON. CONTACT SCE SERVICE PLANNER AT ELEVATION (951) 307 -6759 72 HOURS IN ADVANCE OF NEED. Q FURNISH AND INSTALL 18" R96/R96A SIGN ON SIGNAL STANDARD USING SADDLE & BRACKET PER CALTRANS STD RS4 1 3 FURNISH AND INSTALL 30" R34 PER CALTRANS STD. ES -714, DETAIL "U" I ill . �1'•{• - r--- a --I- -r I I •1 I1; ! 16 y} 1 1 ' 1 REMOVABLE 07 FURNISH &INSTALL 2 "C, 2.10, 2.12 (LUMINAIRES, IISNS) 1 1 1 , ;Il CAP -. - --- -- -- --- - --- - -- - -- - 3 3 1 III ', 11 1 i z �� ® FURNISH & INSTALL 3M OPTICAL DETECTOR MODEL 711 (OR EQUIVALENT) MOUNT ON POLE TOP ; I E II I II1 1 POLE BASE AS DIRECTED BY ENGINEER ' i' ' , I •► UL APPROVED 09 FURNISH AND INSTALL R34 PER CALTRANS STD. ES -7N, DETAIL "U" II i q 1, >i _t 1 : �� 1 11 III' 1 t ;11 1 WAS -TIGHT EL ECTRICAL eox ® FURNISH & INSTALL 3M OPTICAL DETECTOR MODEL 722 (OR EQUIVALENT) • 1 II ', d `1 ► II ' THIRD TAB FOR S' ISNS IISNS MOUNTING DETAIL NOT 11 FURNISH & INSTALL 2 "C 3.6 (SERVICE GROUND) PEU PEU } i ( , TO SCALE F0_1 F0 I '1 I p ! `„ 11 ® FURNISH AND INSTALL R9O(RT) PER CALTRANS STD RS4. Ili I ?II 1 , � " It '� 120VOLTSR ml VICE 120 VOLT SERVICE 20AMP 30 AMP 11155 I 1 CIRCUITOR EAKR GRCUIT BREAKER - 1 , TO IISNS TO LUMINAIRES BREAKER II ` ll 26' EX R/W 1 1 CIRCUIT BREAKER CIRCUIT BREAKER 1 1 R 1 ` _ ➢ ! CONTACTOR CONTA TOR ' 1 II` 1 1 ' 12 30AMP,MERCURY SOAMP,M RCURY TEST SWATCH ti , WI •1 DUAL TYPE V PEC RI DIAGRAM u II y r. 4I6L i 4 17 REC CA NYO N 4 1 8; o O `u� 3 R ' 6 12' ' 14' 3 •• -J •'� 2 6 7 11 ` EX R/W _ .._ -- •- — _ — — _ - - _. •� 2.5 _ P 4 ��'� �/ �� DETAIL „C „� I 6E 1' TYP. _,-61 __ 3A5' W Q r r l Q O W O Q k a r a � a 63 _ DIKE _ - . C `- ° ° �j4 60L EX. A 04 +1 60L - - - N - –_ – _ I – (l – _ 5 T - _ _ B DETAIL „ C " — � n — SD PIPE/ 6 — _ - - — - -- — I -- — m , — _— _ — — — — __ _ _ -- _ Ql6 �' 1 ' i -- __ — — I 111 -- - -- ,_ , r - a -- 2-13 — t �. 1 _ P – – • R/W ► • . �' �• DL C �� - � - _ _ ° - _ 00 1 � 1 1 1 � DETAIL "B" a�- i - F 4 r __ -__- 11' DETAIL ” _ 5 oo n �� EX. AC 04 DIKE 5T + _ �- 6 T a 2 'C, 2 DLC 6T ©�--- ..�• O a 9 - — – - - – - –,- v> X w DETAIL "B” DETAIL "A” REVISIONS APPR SATE REVIEWED /CONCURRED 4� y� n y)M I � RE VISTA DRIVE DESIGNED BY DRAWN BY CHECKED BY MONAE PIRIE PUGH MONAE PIRIE PUGH MIKE KRANTZ LAWRENCE TAI, COUNTY TRAFFIC ENGINEER DATE w ww - DIAL AL r�s In , 7 (i — ,o-o 4- YOU WILLIAM MORGAN, TRAFOIC OPERATIONS MANAGER DATE TOLL F A PUBLIC SIGNAL ENERGIZED: SG 1366 BY A A DETAIL "C _ • -- TYPE E LOOP DETECTOR SAWCUT DETAIL a of ESE /O COUNTY OF RIVERSIDE TRAFFIC SIGNAL PLAN REFERENCE Q� C. PF "4 , TRANSPORTATION DEPARTMENT W.O. No. 83 -0735 APPROVED BY RECHE CANYON ROAD S UR VEY NO. f �L�( a � F. B. NO. No. CE 49668 * N EZ, DEPUTY DIRECT R OF TRANSPORTATION DATE FILE: B30735.DGN .9-30-06 `� civil- P� i z� RECHE VISTA DRIVE 4 F oF CAL \F RECOMMENDED BY SUSAN VOMBAUR D TE SHEET d Of 735�mSS LOOP PLACEMENT& SAWCUT DETAIL MAST -ARM MOUNTING CLAMP FOR OPTICAL DETECTOR