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935ww_sppGENERAL CONSTRUCTION NOTES: 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1999 STANDARD 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 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. HAND DIG UNTIL CLEAR OF OBSTRUCTIONS AS DIRECTED BY THE ENGINEER. 3. SEE CALTRANS STANDARD PLANS ES -1A AND ES -1B FOR SYMBOL AND ABBREVIATION LEGEND. 4. THE COUNTY 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 RIGHT -OF -WAY AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY RIGHT -OF -WAY WITHOUT THE PERMISSION OF THE INSPECTOR. GENERAL SIGNING & STRIPING NOTES: 1. ALL REQUIRED STRIPING, PAVEMENT MARKERS AND SIGNAGE SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. 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 FEET BETWEEN 12 INCH WHITE 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. 9. SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON THE PLAN. SALVAGED SIGNS SHALL BE DELIVERED TO THE NEAREST COUNTY MAINTENANCE YARD, OR AS DIRECTED BY THE RESIDENT ENGINEER. PLANS FOR THE CONSTRUCTION OF TRAFFIC SIGNAL AND LIGHTING AT THE INTERSECTION OF GRAND AVENUE &ONTARIO WAY LAKE ELSINORE AREA CONTRACTOR LICENSE: TYPE A OR C -10 REQUIRED O� �O 0 4 V 0 NO SCALE BUNDY CYN RD � V 4 15 L BAXTER RIJ LOCATION MAP T.6S.,R.4W.,SEC. 29 2004 THOMAS BROS. MAP PG. 896, G-4 1. TITLE SHEET 2. STREET IMPROVEMENT PLAN 3. SIGNING AND STRIPING PLAN 4. TRAFFIC SIGNAL PLAN I- v w w a J z (D u- a Q a I- O z 06 LU 0 z a c� NO. REVISIONS APPR DATE COUNTY OF RIVERSIDE COUNTY OF RI VERSIDE TITLE SHEET REFERENCE CITY OF LA <E ELSINORE ° EE•8, D Q REVIEWED/CONCURRED TRA NSPORTATION DEPARTMENT �a ° +, TRANSPORTATION DEPARTMENT ��� RECOMMENDED BY: DATE: �° CE R OMMENDED BY ` 1� Q 6� A �O.y� F p APPROVED BY GRAND AV E N U E B4-O5O9 "THESE PLANS HAVE BEEN REVI D FOR COMPLIANCE � - J / ~ 0 ROAD NO. WITH THE APPROPRIATE ONDITIONS OF DEVELOPMENT 91? p� Z1 mil, L o p Z �= DAL Two woRlcmc AND/OR CITY AND STATE WS, AND A PERMIT CAN BE LAU O O LA N ENTAL BATE GI DA s SURVEY NO. BEFORE DAYS AFORE ISSUED." NO. CE 42328 YOU DIG YOU Dr. BY: ATE: o$ �/ o¢ • Z `° s Exp. 3 31-06 G D FILE: GRAND 8 ONTARIO.DGN DESIGNED BY DRAWN BY CHECKED BY TOIL �. KEN A. SEU ALO, CITY ENGINEER H ENGINE NG DIVI 10 ANAGER r'rF Clvlt o�� E JOH N / DA ONTARIO WAY �t1 ��//nI11' RICH HEALY RICH HEALY MIKE KRANTZ A PUBLIC SERVICE BY UN)EItOROl11Q SERVICE ALERT R.C.E. No. 15 EXPIRES 6-30 -2005 XWERNAS , DEPUTY DIRECTOR OF HIGHWAY OPERATIONS -L 6Tf� J DIRE F ATI N ATE °F c �`� DIRECTOR OF NSPORTATION SHEET U of 66 9 ww 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 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN TELEPHONE CONDUIT AND ELECTRICAL CONDUITS. 5. A MINIMUM OF 15 FEET 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. UNIMPROVED AREAS ARE DEFINED AS LOCATIONS NOT PROTECTED BY CURB AND GUTTER. 7. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. STRIPING LAYOUT (( TRACKING) SHALL BE APPROVED PRIOR TO LOOP DETECTOR INSTALLATION. 8. ALL DETECTOR LOOPS SHALL BE ROUND (6' DIA.) WITH 10' MINIMUM SPACING BETWEEN LOOPS IN THE DIRECTION OF TRAVEL AND CENTERED IN THE LANE UNLESS OTHERWISE INDICATED. INSTALL DETECTOR LOOPS 1' BEHIND LIMIT LINE OR CROSSWALK UNLESS OTHERWISE INDICATED. LOOPS SHALL BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS. 9. ALL CONDUIT SHALL BE 2 INCH RIGID METAL UNLESS OTHERWISE INDICATED. ALL CONDUIT PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. 10. A MINIMUM OF 6 FEET OF SLACK SHALL BE PROVIDED AT EACH PULL BOX, AND 20 FEET OF SLACK SHALL BE PROVIDED AT EACH CONTROLLER CABINET FOR SIGNAL INTERCONNECT CABLE. 11. ALL VEHICLE INDICATIONS SHALL BE 12 ". ALL SIGNAL HEADS AND BACKPLATES SHALL BE METAL WITH LOUVERS. ALL LENSES SHALL BE GLASS. 12. ALL 12" RED, YELLOW, AND GREEN SECTIONS AND THE RED AND GREEN ARROW SECTIONS SHALL UTILIZE LIGHT EMITTING DIODE SIGNAL MODULES. 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. INDEX OF SHEETS 1 nL AM STREET IMPROVEMENT NOTES REMOVE EXISTING CURB AND GUTTER, AND SIDEWALK. O SAWCUT AND REMOVE EXISTING MATERIAL (CURB, AC AND BASE) AS DIRECTED BY ENGINEER. O CONSTRUCT SIDEWALK AND ACCESS RAMP PER RIV. CO. STD. 403, CASE "A ". ® CONSTRUCT 0.36' A.C. OVER 0.72' CL II A.B. I FURNISH AND INSTALL PEDESTRIAN BARRICADE PER CALTRANS STD. PLAN ES -7P, TYPE "I", WITHOUT SIGN AS DIRECTED BY THE RESIDENT ENGINEER © CONSTRUCT MODIFIED CURB RAMP, (C&G, SIDEWALK, ECT.) PER RIVERSIDE COUNTY STANDARD 403 CASE B. PER DETAIL "C" AS DIRECTED BY THE RESIDENT ENGINEER O 7 INSTALL MODIFIED RETAINING CURB PER DETAIL "C" AS DIRECTED BY THE RESIDENT ENGINEER. GRADE SURROUNDING NATIVE MATERIAL TO BACK OF RETAINING CURB AS DIRECTED BY THE RESIDENT ENGINEER ® CONSTRUCT CURB TRANSISTION PER DETAIL "A" O CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAIN PER RIVERSIDE COUNTY STANDARD NO. 306. 0.1E b m A 0 ell EXIST RW -- r - - - - - - = = == = EXIST C& ( =_, -- - - --- - - - - -- - - - -- --------------- : L0 1 TYP T III _ 9 N N FIBERI OBT � - S w L' I C*4 vi E1 I II II� II 1 1 11 oa Vii jlHll � iu)ll I Ix1l I lWll I I II I it II I it II I I I II I I If1 �I II 1 �I II i �I II I �I II I 'I II I it II I �I II I it II I I Fx zlo Z) v� O 1 UW DIW cn j J I � W ,o -ETBER OBTICS i i I EXIST RW - - - -- ------ - - L---- I- - - -- -- - - - - -- - IS T C &G,SNV - -, - — T EXIST EP �_ EXIST RW EOH EOH EDGE OF PROPOSED PAVEMENT URB AND GUTTER L� 0° 6 " o I ' CURB TRAI JSITION NOT TO S< ALE DETAIL "A" 0. REVISIONS APPR DATE REVIEWED /CONCURRED CITY OF LAKE ELSINORE SHEET of 955 _ WW RECOMMENDED "THESE PLANS WITH THE AND/OR CITY ISSUED.' ACCEPTED Br: TE: ly /DQ HAVE BEEN REVifrlNED-ROR COMPLIANCE APPROPRIATE CONDITIONS OF DEVELOPMENT AND STATE LAWS, AND A PERMIT CAN BE � �� Y: DATE: 0f Ci o¢ KEN A. SEUMALO, CITY ENGINEER R.C.E. No. 58915 EXPIRES 5.90 -2DO5 LAWRENCE TAI, NTY AFFIt ENGINEER DATE �kl1y�(9�11, �•� -(�4° WILLIAM MORGAN, TRAFF C OPERATIONS MANAGER DATE DESIGNED BY DRAWN BY CHECKED BY RICH HEALY RICH HEALY MIKE KRANTZ m %s lu m -- - T W - w - -_- _ w - - -- CITY OF LAKE ELSINORE f L - - - _ RI/ERSIDE COUNTY U) F I V A V T DETAIL " C " NOT TO SCALE VARIES (18' TO 24') / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , - 1r e -+� I-- e" MODIFIED STANDARD 403 CURB RAMP CASE B 7) COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY n JV I II I III III I I ( I III I II 1 I I I I I II I IIVI � I IINI I III III I I� III l SD I II I CD X W I II I III I 'III I I I j III I III I; I II I I II I 111 I ' �1u { 1 II $' (I I� II� D WORKW DIAL YOU m D ORE ` No. CE 4S68I1 YOU DIG E><p.9.1� -96 TOLL PRA 54004 F4000 ' + A PUBLIC SERVICE BY WNRCROWO SERVICE M.ERT a r rl� f c 5.....E BY SUSAN VOMBALJR STREET IMPROVEMENT PLAN GRAND AVENUE DATE ONTARIO WAY REFERENCE W.O. NO. 84 -0509 SURVEY NO. F. S. NO. FILENAME: GRAND & ONTARIO.DGN SHEET of 955 _ WW ONTARIO WAY 3 al "a 3 6. M—III zwolll�l rn �Iil III � II 1 3 V W 5 I I I It III I III III I I III I I 111 1 I III 111 i 40 � I 111 III I III I i iii11'�11'' 1tt` III I 5 1111 H i l l EXIST IN I „ 0o l 11 I R4 I II I 111 i E EXIST RW PROJECT LIMITS PAINT/REPAINT 550' FROM X -WALK ..... ...... _ _ _ _ _ 50' OPENING I r 3 5 4 EXIST TOP 1 I _. _ f..__ 1 I _... I — 150' POCKET + 45 +00 46+00 47 0 _ 48+00" +0 EP EXIST EP \ � � ; — EXIST RW NO. REVISIONS DESIGNED BY DRAWN BY RICH HEALY RICH HEALY O a p b �IAI AMMOR GAN � , TR CHECKED BY WILL 1A F r n WILL MOR, AF MANAGER DATE MIKE KRANTZ E ° v - - - -- �- - - - - -� -� - -- �- - -- d - - - -�' - - -� IXIST EP - u IXIST EP DITCH EXIS CONCRETE D RAINAG E DITCH T EXIST RW EXIST RW �' 11 I DW 1 2 STRIPING NOTES O1 PAINT/REPAINT 4 "/4" DOUBLE YELLOW CENTERLINE (DETAIL 22, STD. PLAN A20A). ® PAINT/REPAINT 4" WHITE EDGELINE (DETAIL 27B, STD. PLAN A20B). 4 9 7 g 3 \ EXIST BUS STOP _ -_ - -_- -_- -_____ s� 10 z° z Z V N 150' (( m P O 3 REMOVE CONFLICTING STRIPING/MARKINGS BY SANDBLASTING OR GRINDING AS DIRECTED BY ENGINEER. ® PAINT 8" WHITE CHANNELIZING LINE (DETAIL 38, STD. PLAN A20D). 05 APPLY TYPE IV ARROW (STD PLAN A24A) (THERMOPLASTIC). © APPLY 12" WHITE CROSSWALK/LIMIT LINE (STD PLAN A24E) (THERMOPLASTIC). ® REPAINT RED CURB ® APPLY "SIGNAL AHEAD" MARKING (STD PLAN A24D) (THERMOPLASTIC) O9 APPLY TYPE VI ARROW (STD PLAN A24A) (THERMOPLASTIC). 10 PAINT 4" WHITE LANE LINE STRIPE (DETAIL 12, STD. PLAN, A20A). 11 PAINT /REPAINT (DETAIL 32, STD. PLAN A20B). ACCEPTED BN: � . �A/D ATE: KEN A. SEUMALO, CITY ENGINEER R.C.E. No. 56915 EXPIRES 6-30 -2005 C� Qla 0 91 LAKE ELSINORE 0 s 150 - POCKET 6 . � c A PUBLIC SERVICE BY SIGNING NOTES �1 FURNISH AND INSTALL W41 (48wX481 SIGN ON NEW 4'X6' WOOD POST WITH ANCHOR BLOCKS. (STD PLAN RS2) FURNISH AND INSTALL R18-2 SIGN ON NEW 4'X4' WOOD POST WITH ANCHOR BLOCKS. (STD. PLAN RS2) ❑3 FURNISH AND INSTALL W-75 SIGN ON NEW 4'X4' WOOD POST WITH ANCHOR BLOCKS. (STD PLAN RS2) ® FURNISH AND INSTALL W11 AND R63 SIGNS ON NEW 4'X4' WOOD POST WITH ANCHOR BLOCKS. (STD. PLAN RS2) ❑5 SALVAGE SIGN TO COUNTY YARD AS DIRECTED BY ENGINEER. © FURNISH AND INSTALL R61 -19.1 SIGN ON NEW 4'X4' WOOD POST WITH ANCHOR BLOCKS. (STD. PLAN RS2) COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY No. CE E 48668 E1tp. 06 �r CiVi� p ®or CA� DIRECTOR OF TRANSPORTATION SUSAN VOMBAUR 4 yor DATE r / D ATE SIGNING & STRIPING PLAN GRAND AVE 8c ONTARIO WAY REFERENCE W.O. NO. B4 -0509 SURVEY NO. F. B. NO. FILENAME: GRAND & ONTARIO.OGN SHEET 3 of 4 i 935 - WW POLE SCHEDULE BACK CLAMP STANDARD W/4 BOLTS I.I.S.N.S. SIGNAL MOUNTING PPB PER CALTRANS STANDARD PLANS ES-3C LOCATION 3/6" I I 01 LUMINAIRE 03 CLAMP NOTCH OR DRILL = 3q @ . 5 J FOR DRAINAGE PLAN VIEW REMARKS fr ELEVATION USED USED [77 V57 1 06 1 07 08 TO IISNS TO LUMINAIRES j Z i FURNISH & INSTALL 2 "C, 2 #10 (LUMINAIRE), 2 #12 (IISNS). w NO. TYPE HEIGHT SIG. M.A. LUM. M.A. CIRCUIT BREAKER U) LEGEND VEHICLE PED PHASE QUADRANT TEST SM CH U x �- A B `n w a O 27-3-129 SAWCUT AND REMOVE CONCRETE DITCH SIDEWALL AS NEEDED FOR COLUMN FORM 1T 40' — — Ontario MAS MAS SV -2 -T — — A _ - - - -- CITY OF LAKE ELSINORE INSTALL CONTRACTOR SUPPLIED SAUNA TUBE ® 17 -2 -129 30' 20' 15' 2DOW HPSV Grand — MAS-4C SV -2 -T SP -1 -T 4 W T © 19 -3-129 30' 30' 15' 20OW HPSV Ontario — MAS SV -1 -T SP -1 -T 4 " q� o D BY: f�^- a A�La- �� DATE: E 3' O 1 -A T — — — — — — TP -1 -T 6 S 3' O 15 30' — 15' 200W HPSV — — — — 6 S 3' O 15 30' — 15' 20OW HPSV — — — SV -2 -T SP -1 -T — 3' REMCAPBLE �1 7/16" DIA HOLE IN CLAMP SUPPLIED WITH A TYPE "F" 3/B" -16UNC BLUNT -POINT SELF- TAPPING SCREW (PILOT HOLE TO BE FIELD DRILLED) J L24' ABOVE POLE BASE ULAPPROVED WATER -TIGHT ELECTRICAL BOX ONTARIO WAY i" PHASE BACK CLAMP SPECIFY POLE W/4 BOLTS DIA. AT 24' (ASTM A -307) ABOVE PER CALTRANS STANDARD PLANS ES-3C BASE. _ 3/6" I I 01 i 1/4" PL I 03 CLAMP NOTCH OR DRILL = 3q @ . 5 J FOR DRAINAGE PLAN VIEW NOT fr ELEVATION REMCAPBLE �1 7/16" DIA HOLE IN CLAMP SUPPLIED WITH A TYPE "F" 3/B" -16UNC BLUNT -POINT SELF- TAPPING SCREW (PILOT HOLE TO BE FIELD DRILLED) J L24' ABOVE POLE BASE ULAPPROVED WATER -TIGHT ELECTRICAL BOX ONTARIO WAY i" PHASE DIAGRAM NOT _ NOT F- USED PER CALTRANS STANDARD PLANS ES-3C USED + 01 02 03 04 = 3q @ . 5 J ® NOT NOT fr TO BE DETERMINED IN THE FIELD BY SCE. CONTACT SCE SERVICE PLANNER AT (909) USED USED [77 V57 1 06 1 07 08 I"I"I 30' °C 30' III z III I! III ; 0 c/) ! III ' IJIi III li I III IININI I I II I LLI L1J III i III 0 III W �!� III I III > III 1 III I F- III -; III I U) I1 1 (>� III X417 �' I III; I II j I Ill 0 VIII ; ;' li III�I1 II11'I' 11 ' 81111 III II I, III �' I� r� III Ij III I III li III III I, III 1 1 I I i� III I III I� � III I h' 1.5 "C 1 -DLC 7 6 -D GRAND AV 6r NIPPON EXIST RW CC ------ - - -------------------------------- AL --- - - - -- ---------------- EXIST C &G_SW_ ====-==== -------------------------------- - - - - -- -- - - - - -- ------------ - - - - -- - - 1 LO .F t _ 5 49 0 J9 5J1L 47 +0 - - - - 48 +00 $0 2I3U 0 285' TO BACK OF XWALK — - -- W - - � �,�; -- - -- . -- w w - EXIST EP EXIST EP 5T----------•-•-----•--- •----- ---- ------ ---- -- - - - - -- - - - - - --- - - ---- - - - --- - - . -. -•- - E-- -- ---------------------- - -- --- - - - N W. 6T � 5T 1.5 "C, -DLC EXIS R W -_ - - -- 2 "C, 3DLC UH -- -- - - - - -- — - FINAL POLE LOCATION TO BE DETERMINED BY THE RESIDENT ENGINEER PEU PEU o i O FURNISH & INSTALL TYPE 170E CONTROLLER ASSEMBLY. CONSTRUCT FOUNDATION FOR F- •' PER CALTRANS STANDARD PLANS ES-3C Z — OO FURNISH & INSTALL 120/240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCL ,-• & SEE CALTRANS STANDARD PLANS ES -2F FOR INSTALLATION = 3q @ . 5 J ® FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT WITH PULL ROPE PER SCE REQUIREMENTS. 120 VOLT SERVICE J B 120 VOLT SERVICE W LL) fr TO BE DETERMINED IN THE FIELD BY SCE. CONTACT SCE SERVICE PLANNER AT (909) 20 AMP 3D AMP ® FURNISH & INSTALL OPTICOM MODEL 722 PER DETAIL ON SHEET 4. IRCUIT BREAKER CIRCUIT BREAKER U Q Q I ® FURNISH & INSTALL R -34 -2 SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL TO IISNS TO LUMINAIRES j Z i FURNISH & INSTALL 2 "C, 2 #10 (LUMINAIRE), 2 #12 (IISNS). w j FURNISH & INSTALL 2 "C, 3#6 (SERVICE, GFCI). 15 AMP 15 AMP Z ® CIRCUIT BREAKER ® REMOVE STREET LIGHT (BY SOUTHERN CALIFORNIA EDISON). CIRCUIT BREAKER U) ® FURNISH & INSTALL R -96 (18 "X18 ") AND R -96A (12 SIGNS ON POLE PER CALTRANS CONTACTOR CONTACTOR 30AMP,MERCURY 80AMP,MERCURY LLI VJ a I 10 FURNISH & INSTALL R -61 -19.1 SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, D TEST SM CH U x �- 11 FURNISH AND INSTALL COLUMN FORM AT STREET LEVEL GRADE WITHIN COUNTY RIGHT-OF-WAY, `n w a SAWCUT AND REMOVE CONCRETE DITCH SIDEWALL AS NEEDED FOR COLUMN FORM ' DUAL TYPE V PEC WIRING DIAGRAM 1.5 "C 1 -DLC 7 6 -D GRAND AV 6r NIPPON EXIST RW CC ------ - - -------------------------------- AL --- - - - -- ---------------- EXIST C &G_SW_ ====-==== -------------------------------- - - - - -- -- - - - - -- ------------ - - - - -- - - 1 LO .F t _ 5 49 0 J9 5J1L 47 +0 - - - - 48 +00 $0 2I3U 0 285' TO BACK OF XWALK — - -- W - - � �,�; -- - -- . -- w w - EXIST EP EXIST EP 5T----------•-•-----•--- •----- ---- ------ ---- -- - - - - -- - - - - - --- - - ---- - - - --- - - . -. -•- - E-- -- ---------------------- - -- --- - - - N W. 6T � 5T 1.5 "C, -DLC EXIS R W -_ - - -- 2 "C, 3DLC UH -- -- - - - - -- — - .0 1- 1.5 "c,1 -DLC EXIST RW N. - -- = ----- - -� - -- - - - -- - __- -- --_ - - - - -•- _- _--------- - - - - -- -= _E C &G,_SW - - -- -- ---------- _-- - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- — T — - — - 285' TO LIMIT LINE — -- - - — T — — C I TY OF L AKE E _T10I 51$00 — — — — S O4 DETAIL "A 9�IVERSID CO UNTY 53 +00 0 02 CONSTRUCTION NOTES: O FURNISH & INSTALL TYPE 170E CONTROLLER ASSEMBLY. CONSTRUCT FOUNDATION FOR TYPE 332 CONTROLLER CABINET •' PER CALTRANS STANDARD PLANS ES-3C mEV■MEN OO FURNISH & INSTALL 120/240 VOLT DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCL SURE WITH TYPE V PEC. & SEE CALTRANS STANDARD PLANS ES -2F FOR INSTALLATION 7� ® FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT WITH PULL ROPE PER SCE REQUIREMENTS. EXACT LOCATION RECOMMENDED BY SUSAN VOMBAUR TO BE DETERMINED IN THE FIELD BY SCE. CONTACT SCE SERVICE PLANNER AT (909) 28 -8234 PRIOR TO ANY EXCAVATION. ® FURNISH & INSTALL OPTICOM MODEL 722 PER DETAIL ON SHEET 4. ® FURNISH & INSTALL R -34 -2 SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, DETAIL "U ". ® FURNISH & INSTALL 2 "C, 2 #10 (LUMINAIRE), 2 #12 (IISNS). -- - - - =---- -- - - O FURNISH & INSTALL 2 "C, 3#6 (SERVICE, GFCI). ® REMOVE STREET LIGHT (BY SOUTHERN CALIFORNIA EDISON). ® FURNISH & INSTALL R -96 (18 "X18 ") AND R -96A (12 SIGNS ON POLE PER CALTRANS STD. PLAN RS-4. 10 FURNISH & INSTALL R -61 -19.1 SIGN ON MAST ARM PER CALTRANS STD. PLAN ES -7N, D TAIL "U ". 11 FURNISH AND INSTALL COLUMN FORM AT STREET LEVEL GRADE WITHIN COUNTY RIGHT-OF-WAY, PER DETAIL "B" SAWCUT AND REMOVE CONCRETE DITCH SIDEWALL AS NEEDED FOR COLUMN FORM NSTALLATION. PER DETAIL "B" RECONSTRUCT SIDEWALL AFTER COMPLETING COLUMN FORM INSTALLATION AS DIRECTED BY THE ENGINEER O. REVISIONS APPR DATE REVIEWED /CONCURRED A _ - - - -- CITY OF LAKE ELSINORE RECOMM "THESE WITH T14E AND/OF ENDED BY: TE: PLANS HAVE BEEN REVI 6R OMPLIANCE APPROPRIATE CONDITIONS OF DEVELOPMENT CITY AND STATE LAWS, AND A PERMIT CAN BE WRENCE TAI, COUNTY TRAFFIClNGINEER DATE �'YCQ gt6W� Y��P 1 � 9C4A/I 1 I 4-- ISSUED ACCEPT " q� o D BY: f�^- a A�La- �� DATE: DESIGNED BY DRAWN BY CHECKED BY WILLIAM MORGAN, TRAF�OPERATIONS MANAGER DATE RICH HEALY - RICH HEALY MIKE KRANTZ KEN A. SEUMALO, CITY ENGINEER R.C.E. No. 56915 EXPIRES 6-30 -2005 .0 1- 1.5 "c,1 -DLC EXIST RW N. - -- = ----- - -� - -- - - - -- - __- -- --_ - - - - -•- _- _--------- - - - - -- -= _E C &G,_SW - - -- -- ---------- _-- - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- — T — - — - 285' TO LIMIT LINE — -- - - — T — — C I TY OF L AKE E _T10I 51$00 — — — — S O4 DETAIL "A 9�IVERSID CO UNTY 53 +00 0 02 DETAIL C g TRAFFIC SIGNAL PLAN � •' PAN mEV■MEN JUEZ, DEPUTY OR OF TRANSPORTATION DATE & -. _. 7� ?/f � ONTARIO WAY RECOMMENDED BY SUSAN VOMBAUR DATE • ®■■■■■■■■ -- -- -- - - - - -- -- - - - =---- -- - - - - -- - -- - - - - - - -- 1 EXI E P SD 1 ftST C ©NC - CONCRETE -- - - - -- - -- --------- - - - - -- -- - - - - - - ----------- _ - - - - - - -- - - - - - - - -- —�� �L - -- - --------- - - - - -- -- 5 T A _ - - - -- _ _ EX R -- -- - Ontario Way = 10 +00.0 Grand Ave = 50 +00.00 BASE OF SIGNAL POLE TO BE LEVEL WITH — CENTERUNE GRAND AVE 1 00 O • '�'r SERVICE ADDRESS: 32992 ONTARIO WAY SIGNAL ENERGIZED: SG 1363 COLUMN FORM TO BE PLACED INSIDE COUNTY RIGHT -OF -WAY GUARD RA CENTERLINE 3' 8' 3' 2' T EP CL 12' CONCRETE GRAND AVE DRAINAGE DITCH DETAIL "B" MAST-ARM MOUNTING CLAMP FOR OPTICAL DETECTOR )ETAIL "A 0 0 BEFORE Y D A PUBLIC SERVICE BY C ONDUCTOR SCHEDULE I _•- TRAFFIC SIGNAL PLAN eeeeeeere'1 •' PAN mEV■MEN JUEZ, DEPUTY OR OF TRANSPORTATION DATE & Lip) 7� ?/f � ONTARIO WAY RECOMMENDED BY SUSAN VOMBAUR DATE • ®■■■■■■■■ M■■■EM■■ i DNV DETAIL ` NN eaaro P� C 6 7 p 4, cotplrroFRIVERSIDE T TRANSPORTA LOON DEPARTMENT APPROVED B Y TRAFFIC SIGNAL PLAN GRAND AVE JUEZ, DEPUTY OR OF TRANSPORTATION DATE & Lip) 7� ?/f � ONTARIO WAY RECOMMENDED BY SUSAN VOMBAUR DATE EXIST RW 1' TYP. REFE RENCE W.O. NO. 84 -0509 SURVEY NO. F. B. NO. FILENAME: GRAND & ONTARIO.DGN SHEET 4 of It 935-WW 4 � A r 05 - t h LOOP PLACEMENT & SAWCUT DETAIL