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958t_sgTRAFF IC S IGNAL MOD IF ICAT ION PLAN FOR THE /NTERSECT /ON OF.' WINCHESTER ROAD (SR -79) AND BENTON ROAD COUNTY OF R /VERB /DE, CALIFORNIA Cn w z CD V) ® ° z a a LLI PON o o a 0 z � a w �- m N � r z z z � o n! U F_ Q ^ W F- ,� Q N C7 1A U W J CL a w w W z U CD Ld CD z V) O U W O 0 N LLI V) a CD W > z O h- OL OLOf a� G:\ WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THESE PLANS AND: 1. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2006 EDITION), INCLUDING THE REGIONA SUPPLEMENT AMENDMENTS. 2. STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2012 EDITION. 3. REGIONAL SUPPLEMENT AMENDMENTS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2009 4. THE COUNTY OF RIVERSIDE STANDARD PLANS AND SPECS (DATED APRIL 2008). 5. CALTRANS STANDARD PLANS (2010 EDITION); AND STANDARD SPECIFICATIONS. ITION). 79 THOMPSON ROAD MAX GILLIS BLVD PROJECT BENTON ROAD LOCATION POURROY RD AULD ROAD 215 �° POURROY RD W w Z MURRIETA HOT 3 SPRINGS ROAD) 15 MURRIETA HOT SPRINGS ROAD 15 79 TEMECULA T. 7 S., R. 2 W, SEC. 8 VICINITY MAP N.T.S. IHEREBY DECLARE THAT IAM THE ENGINEER OF WORK FOR THIS PROJECT,THAT IHAVE EXERCISED RESPONSIBLE OVER THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DE CONSISTENT WITH THE CURRENT STANDARD. IUNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SP BY CALTRANS AND THE COUNTY OF RIVERSIDE IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. RICK ENGINEERING COMPANY 5620 FRIARS ROAD SAN DIEGO,CALIFORNIA,92110 IS ICATIONS INEER OF BY: (3, Z , DATED: BRIAN R. STEPHENSON R.C.E. 69471 ENGINEER OF WORK CERTIFICATION IHEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE IMPROVEMENTS SHOWN ON THESE PLANS (SHEETS THROUGH 2) HAVE BEEN INSTALLED AND CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH SAID PLANS, APPROPRIATE STANDARDS AND ANY DISCRETIONARY APPROVAL(S) FOR THE PROJECT. RICK ENGINEERING COMPANY 5620 FRIARS ROAD SAN DIEGO,CALIFORNIA,92110 BY: II4 n DATED: BRIAN R. TEPHENSON R.C.E. 69471 CAUTION ALL WORK WITHIN THE STATE RIGHT -OF -WAY SHALL CONFORM EXACT LOCATION OF EXISTING TO CALTRANS REQUIREMENTS (1) UNDERGROUND FACILITIES IS STANDARD PLANS, (2) STANDARD UNKNOWN. CONTRACTOR TO SPECIFICATIONS, AND (3) ANY STATE OWNED FACILITIES ACCIDENTALLY DESTROYED DURING VERIFY IN FIELD. STANDARD SPECIAL PROVISION. CONSTRUCTION SHALL BE REPLACED IN KIND AT NO COST TO THE STATE. DIG ALE R I WO K CONTAINED WITHIN THESE PLANS SHALL TM NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. CALL THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. YOU DIG! IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY nATF 1 Rv 1 nenRu 16695sig21.dgn REVISIONS DRAWN BY: NCS SEAL - ENGINEER APPR. I DATE COUNTY CHECKED BY: BRS �OFESSIOti, S7Fp�� t No. 69471 Exp. 6-30-16 \ CI 1� OF C Al1F TRAFFIC SIGNAL GENERAL NOTES: 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE 2010 EDITION OF COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS 2010, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 2012. 2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, (800) 227-2600, AND ALL CONCERNED UTILITY COMPANIES AT LEAST TWO WORKING DAYS IN ADVANCE OF EXCAVATION. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ALL DAMAGES OCCURRED DUE TO FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. HAND DIG AS NEEDED OR AS DIRECTED BY THE ENGINEER UNTIL CLEAR OF OBSTRUCTIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY RIGHT -OF -WAY AFFECTED BY CONTRACTOR'S WORK. THE CONTRACTOR SHALL KEEP COUNTY RIGHT -OF -WAY CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY RIGHT -OF -WAY WITHOUT PERMISSION OF THE ENGINEER. 4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT -OF -WAY SHALL BE PROTECTED OR REPLACED. 5. SEE CALTRANS STANDARD PLAN ES-1A, ES-1B, AND ES -1C FOR SYMBOLS AND ABBREVIATION LEGENDS. 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNAL EQUIPMENT, SIGNS, AND STRIPING IN ACCORDANCE WITH THE PLANS AND SPECIAL PROVISIONS. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE UNLESS OTHERWISE NOTED. 7. CONTROLLER CABINET AND SERVICE CABINET SHALL BE PLACED AT A MINIMUM OF 15 FEET APART. 8. ELECTRICAL CONDUIT SHALL BE PLACED AT A MINIMUM OF 2 FEET FROM TELEPHONE CONDUIT. 9. ALL PULL BOXES SIZE SHALL BE No.5 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 200 FEET. 10. ALL CONDUITS SHALL BE TYPE 3, SCHEDULE 80 PVC CONDUIT UNLESS OTHERWISE NOTED. ALL CONDUITS PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. 11. DETECTOR LOOPS SHALL BE PLACED PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS 2010 AND CENTERED WITHIN THE DRIVING LANE UNLESS OTHERWISE NOTED. STRIPING LAYOUT (CAT- TRACKING) SHALL BE APPROVED BY THE COUNTY PRIOR TO DETECTOR LOOP INSTALLATION. ALL LOOP DETECTOR CONFIGURATIONS SHALL BE TYPE "E "PER STANDARD PLAN ES-5B. ALL CURB TERMINATIONS SHALL BE TYPE "A "PER STANDARD PLAN ES-5D. DETECTOR LOOP WIRES SHALL BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS. NO MORE THAN TWO TWISTED PAIRS SHALL BE INSTALLED IN ONE SAW SLOT. 12. ALL CABLES AND CONDUCTORS SHALL BE CONTINUOUS WITH A MINIMUM OF 6 FEET OF SLACK INSIDE EACH PULL BOX UNLESS OTHERWISE NOTED. 20 FEET OF SIGNAL INTERCONNECT CABLE SLACK SHALL BE PROVIDED INSIDE THE CONTROLLER CABINET. 13. TRAFFIC SIGNAL INTERCONNECT CABLE (SIC) SHALL BE 6- PAIR, AWG #20 CABLE UNLESS OTHERWISE NOTED. TRAFFIC SIGNAL INTERCONNECT CONDUIT SHALL HAVE A MINIMUM FACTORY CONDUIT BEND RADIUS OF 36 INCHES. 14. ALL COMBINATION PEDESTRIAN AND VEHICLE SIGNAL INDICATIONS INCLUDING PV HEADS SHALL UTILIZE LIGHT EMITTING DIODE (LED) SIGNAL MODULES. ALL VEHICLE SIGNAL SECTIONS AND INDICATIONS SHALL BE 12 INCH. 15. ALL SIGNAL HOUSINGS, VISORS, AND BACKPLATES SHALL BE METAL. VEHICLE SIGNAL HOUSING SHALL BE PROVIDED WITH LOUVERED BACKPLATE. A TUNNEL VISOR SHALL BE PROVIDED FOR EACH SIGNAL FACE. 16. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY THE ENGINEER. 17. ALL EQUIPMENT LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT. 18. ALL NEW INSTALLED 1 -A POLE FOUNDATIONS MUST HAVE ANCHOR BOLTS WITH SLEEVE NUTS AS PER ES -7B. BENCHMARK MWD DESIGNATION SO 6 1 NAVD 88 ELEV 1401.44 1.1 MILES SOUTHWEST OF LAKE SKINNER DAM, FROM THE INTERSECTION OF BOREL ROAD AND BOOTLEG ROAD, 118 FEET NORTH OF THE CENTERLINE OF BOOTLEG ROAD, 21 FEET EAST OF THE CENTERLINE OF BOREL RD,8 FEET SOUTH OF A TELEPHONE RISER,A 3 -1/4 INCH STANDARD MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF, AND IN THE CENTER OF A 3 FEET WIDE CATCH BASIN,1 FOOT EAST OF THE CURB FACE. SHEET INDEX TITLESHEET ............................................................................................................................................................................................................................................................................ ............................... 1 TRAFFICSIGNAL PLAN ............................................................................................................................................................................................................................................. ............................... 2 1770 IOWAAVENUE - SUITE 100 RIVERSIDE, CA 92507 ilk 957.782.0707 (FAX)951.782.0723 ENGINEERING COMPANY rickengineering.com Riverside San Diego- Orange San Luis Obispo - Bakersfield - Sacramento - Phoenix - Tucson PREPARED UNDER THE DIRECTION OF: 34 R- V BRIAN R. S 69471 DATE: REGISTRATION EXPIRES 6 -30 -16 CALTRANS PERMIT 4 :08- 14 -6 -SN -0151 BENCH MARK: (TR 36376, 36376 -9) M.S. No. 4273 (SCHEDULE 'A9 IP NO. 920047 COUNTY OF RIVERSIDE SEE ABOVE TRAFFIC SIGNAL MODIFICATION PLAN SR - 79 /WINCHESTER ROAD AT BENTON ROAD TITLE SHEET SCALE: H:® V: COUNTY IQ FILE N0. PLOT DATE: 18 -SEP -2014 SHEET NO. r, JN 16695B c E m m u, ro POLE SCHEDULE Loc. STANDARD VEH SIG MTC PED SIG PPB LED LUM RSNS (DOUBLE FACED) TYPE SIG M.A LUM M.A A ARM DIST, POLE MTG D ARROW O A 29 -5 -120 55' 15' mmoe 25' V --2 -TA SP -1 -T 9 DETAIL "A" 165# #' 'Inchester Rd /SR 79 NTS a 61 -5 -100 65' 12' mos 20' SV 1 -T SP -1 -T 9 ES -3G. 1651Y Ben ton C 15 - 12' - - S1 -T SP -1 - -T 2 z 1650 - � D 26 -4 -129 40' 12' mas 16' 51 TA - - - 165X - EG 15 - 12' - - SV -2-TA SP- I- N BEFORE 1651Y - Rv ALL SIGNAL AND LIGHTING AT THIS INTERSECTION IS EXISTING. EXISTING ITEMS ARE SHOWN AS ITALICIZED. EXIST. EDP EXIST. EOP N r io 213' TO n HIGHWAY 79 (T) 06 I 08 06 01 21411 rid 8j60 4IC,4 -DLC I - #8 BARE co N 212L 4IC.3 -DLC I - #8 BARE 2142 l l J 6E 4IC.4 -DLC 02 I - #8 BARE O (TE a 4IC,4 #18 (TEL) CONSTRUCTION NOTES (FOR THIS SHEET ONLY): F ]EXISTING STATE FURNISHED MODEL 170 CONTROLLER ASSEMBLY AND 332 CABINET COMPLETE. EXISTING FOUNDATION FOR 332 CABINET PER STD PLAN ES -3C WITH BATTERY BACKUP. TWO 28.8KBBS MINIMUM HAYES COMPATIBLE MODEMS AND MODEM -TO -MODEM 170 CONTROLLER INTERFACE HARNESS. ❑2 EXISTING TYPE III -CF 120/240V DUAL METER SERVICE ENCLOSURE. TRAFFIC SIGNAL TO BE CONNECTED TYPE V PHOTO ELECTRIC CONTROL FOR SAFETY LIGHTING. EXISTING CIRCUIT ° U BREAKERS: Z 01 02 O CD C A U T I 0 N a 0 10OA- 24OV -2P MAIN 10OA- 24OV -2P MAIN DIG ALERT 1 ¢ 50A- 12OV -IP SIGNAL 30A- 24OV -2P LIGHTING 08 1 TO CALTRANS REQUIREMENTS (1) f� o PREPARED UNDER THE DIRECTION OF: I�ti BRIAN R. ST PHENSON 69471 DATE: 9 14 REGISTRATION EXPIRES 6 -30 -16 A SERVICE ENCLOSURE ADDRESS: 30575 BENTON ROAD. ALL 12" ALL 12" DETAIL "A" DETAIL "B NTS NTS HIGHWAY 79 (T) 06 I 08 06 01 21411 rid 8j60 4IC,4 -DLC I - #8 BARE co N 212L 4IC.3 -DLC I - #8 BARE 2142 l l J 6E 4IC.4 -DLC 02 I - #8 BARE O (TE a 4IC,4 #18 (TEL) CONSTRUCTION NOTES (FOR THIS SHEET ONLY): F ]EXISTING STATE FURNISHED MODEL 170 CONTROLLER ASSEMBLY AND 332 CABINET COMPLETE. EXISTING FOUNDATION FOR 332 CABINET PER STD PLAN ES -3C WITH BATTERY BACKUP. TWO 28.8KBBS MINIMUM HAYES COMPATIBLE MODEMS AND MODEM -TO -MODEM 170 CONTROLLER INTERFACE HARNESS. ❑2 EXISTING TYPE III -CF 120/240V DUAL METER SERVICE ENCLOSURE. TRAFFIC SIGNAL TO BE CONNECTED TYPE V PHOTO ELECTRIC CONTROL FOR SAFETY LIGHTING. EXISTING CIRCUIT ° U BREAKERS: Z 01 02 METER 1: METER 2: CD C A U T I 0 N a 0 10OA- 24OV -2P MAIN 10OA- 24OV -2P MAIN DIG ALERT 1 ¢ 50A- 12OV -IP SIGNAL 30A- 24OV -2P LIGHTING 08 1 TO CALTRANS REQUIREMENTS (1) 20A- 12OV -VP TELEPHONE DEMARCATION 15A- 12OV -IP LIGHTING CONTROL o PREPARED UNDER THE DIRECTION OF: I�ti BRIAN R. ST PHENSON 69471 DATE: 9 14 REGISTRATION EXPIRES 6 -30 -16 w SERVICE ENCLOSURE ADDRESS: 30575 BENTON ROAD. STANDARD PLANS, (2) STANDARD NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT SCALE: H: 1' =20' v. z UNKNOWN. CONTRACTOR TO a ANY STATE OWNED FACILITIES ACCIDENTALLY DESTROYED DURING CD B E W 0 Z EXISTING TYPE C TELEPHONE DEMARCATION CABINET AND FOUNDATION PER STD. PLAN ES -3F m CONSTRUCTION SHALL REPLACED IN KIND AT NO COST TO THE STATE. � ES -3G. A ND Z >_ ❑4 REMOVE AND SALVAGE EXISTING SIGNAL HEAD, REPLACE WITH DETAIL B PER THIS SHEET. ~ CALL z z 0 � 0 [5 ]REMOVE AND SALVAGE EXISTING SIGN, REPLACE WITH NEW R73 -3. � ® U U a A .` J t— 07 G W m R73 -3 EOP -- 08 08 DETAIL A ' EVP,08 - - - LOA (TEL) -' -53C -4 IC, 2 #10 31' 53C, 2 #10, 2 #6 1 #8, 2 #10 53C (R73 -5) ;r PHASE DIAGRAM U PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY 01 02 03 04 C A U T I 0 N a ALL WORK WITHIN THE STATE RIGHT -OF -WAY SHALL CONFORM THIS TRAFFIC SIGNAL IS MAINTAINED BY THE STATE OF CALIFORNIA DIG ALERT 05 06 07 08 PHASE DIAGRAM FLASHING OPERATION SHALL BE ALL RED p STEADY DEMAND SEQUENCE 0 EVP02 02 _. 4IC, 4 -DLC I - #8 BARE (T) EVP06 (TEL) - 23' 17' 13' 1 1 10' I 12' � \J r- a 7L C.7 7 t C: \Transf er \RI V erSIdeMy tars\ 16695sf g22.dgn 4IC,3 -DLC 1 - #8 BARE 1I9U N N 1. ALL SIGNS, STRIPING, AND MARKINGS SHALL BE INSTALLED AS SHOWN ON THE SIGNING AND STRIPING PLAN. 2. WHERE DAMAGE TO THE STATE FACILITIES IS CAUSED BY THE CONSTRUCTION ACT IVIES, THE CONTRACTOR SHALL, AT HIS EXPENSE, REPLACE DAMAGED FACILITIES PROMPTLY IN ACCORDING WITH APPLICABLE CALTRANS STANDARD SPECIFICATIONS. 3. THE CONTACT OR SHALL ARRANGE TO HAVE A SIGNAL TECHNICIAN QUALIFIED TO WORK ON EMERGENCY VEHICLE PREEMPTION (EVP) UNIT AND EMPLOYED BY THE EVP MANUFACTURED OR HIS REPRESENTATIVE, PRESENT AT THE TIME WHEN THE EQUIPMENT IS TURNED ON. 4. ELECTRICAL OPERATIONS (909- 383- 6427) SHALL BE NOTIFIED AT EAST 14 DAYS IN ADVANCE OF THE ANTICIPATED WORK COMPLETION. PLEASE CONFIRM THIS NUMBER WITH THE PERMIT ENGINEER AT THE COMMENCEMENT OF 14 -DAY PERIOD. 5. ALL SIGNAL HEADS SHALL BE EQUIPPED WITH LED AND BE FURNISHED AND OBTAINED BY CONTRACTOR FROM CALTRANS'APPROVED VENDORS. U PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY Va R/W (T) a C A U T I 0 N a ALL WORK WITHIN THE STATE RIGHT -OF -WAY SHALL CONFORM THIS TRAFFIC SIGNAL IS MAINTAINED BY THE STATE OF CALIFORNIA DIG ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL EXACT LOCATION OF EXISTING TO CALTRANS REQUIREMENTS (1) (CALTRANS) w PREPARED UNDER THE DIRECTION OF: I�ti BRIAN R. ST PHENSON 69471 DATE: 9 14 REGISTRATION EXPIRES 6 -30 -16 w UNDERGROUND FACILITIES IS STANDARD PLANS, (2) STANDARD NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT SCALE: H: 1' =20' v. z UNKNOWN. CONTRACTOR TO ANY STATE OWNED FACILITIES ACCIDENTALLY DESTROYED DURING CD B E W VERIFY IN FIELD. STANDARD SPECIAL PROVISION. CONSTRUCTION SHALL REPLACED IN KIND AT NO COST TO THE STATE. C: \Transf er \RI V erSIdeMy tars\ 16695sf g22.dgn 4IC,3 -DLC 1 - #8 BARE 1I9U N N 1. ALL SIGNS, STRIPING, AND MARKINGS SHALL BE INSTALLED AS SHOWN ON THE SIGNING AND STRIPING PLAN. 2. WHERE DAMAGE TO THE STATE FACILITIES IS CAUSED BY THE CONSTRUCTION ACT IVIES, THE CONTRACTOR SHALL, AT HIS EXPENSE, REPLACE DAMAGED FACILITIES PROMPTLY IN ACCORDING WITH APPLICABLE CALTRANS STANDARD SPECIFICATIONS. 3. THE CONTACT OR SHALL ARRANGE TO HAVE A SIGNAL TECHNICIAN QUALIFIED TO WORK ON EMERGENCY VEHICLE PREEMPTION (EVP) UNIT AND EMPLOYED BY THE EVP MANUFACTURED OR HIS REPRESENTATIVE, PRESENT AT THE TIME WHEN THE EQUIPMENT IS TURNED ON. 4. ELECTRICAL OPERATIONS (909- 383- 6427) SHALL BE NOTIFIED AT EAST 14 DAYS IN ADVANCE OF THE ANTICIPATED WORK COMPLETION. PLEASE CONFIRM THIS NUMBER WITH THE PERMIT ENGINEER AT THE COMMENCEMENT OF 14 -DAY PERIOD. 5. ALL SIGNAL HEADS SHALL BE EQUIPPED WITH LED AND BE FURNISHED AND OBTAINED BY CONTRACTOR FROM CALTRANS'APPROVED VENDORS. 4IC, 2 -DLC SEAL - ENGINEER Q OE$$/ 6 No. 471 Exp. 6 -30 -16 4x q� ov a OF �`\� 177010WAAVENUE -SUITE 100 RIVERSIDE, CA 92507 951.782.0707 (FAX)957.782.0723 ENGINEERING COMPANY ric i com Riverside San Diego- Orange -San Luis Ohispo - Bakersfield - Sacrame nto - Phoe nix -Tucson I - #8 BARE R/W R/W (T) e (T) EXIST. EDP Z DIG ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL � to ? 6 ✓2L J PREPARED UNDER THE DIRECTION OF: I�ti BRIAN R. ST PHENSON 69471 DATE: 9 14 REGISTRATION EXPIRES 6 -30 -16 cr- 6,1211 ° NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT SCALE: H: 1' =20' v. CHECKED BY: BRS 0 TM o AND /OR GRADING PERMIT HAS BEEN ISSUED. 0 ~ CALL THE PRIVATE ENGINEER SIGNING THESE PLANS IS U a RESPONSIBLE FOR ASSURING THE ACCURACY OF ui N BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. naTF Rv MARK w YOU DIG! IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY C: \Transf er \RI V erSIdeMy tars\ 16695sf g22.dgn 4IC,3 -DLC 1 - #8 BARE 1I9U N N 1. ALL SIGNS, STRIPING, AND MARKINGS SHALL BE INSTALLED AS SHOWN ON THE SIGNING AND STRIPING PLAN. 2. WHERE DAMAGE TO THE STATE FACILITIES IS CAUSED BY THE CONSTRUCTION ACT IVIES, THE CONTRACTOR SHALL, AT HIS EXPENSE, REPLACE DAMAGED FACILITIES PROMPTLY IN ACCORDING WITH APPLICABLE CALTRANS STANDARD SPECIFICATIONS. 3. THE CONTACT OR SHALL ARRANGE TO HAVE A SIGNAL TECHNICIAN QUALIFIED TO WORK ON EMERGENCY VEHICLE PREEMPTION (EVP) UNIT AND EMPLOYED BY THE EVP MANUFACTURED OR HIS REPRESENTATIVE, PRESENT AT THE TIME WHEN THE EQUIPMENT IS TURNED ON. 4. ELECTRICAL OPERATIONS (909- 383- 6427) SHALL BE NOTIFIED AT EAST 14 DAYS IN ADVANCE OF THE ANTICIPATED WORK COMPLETION. PLEASE CONFIRM THIS NUMBER WITH THE PERMIT ENGINEER AT THE COMMENCEMENT OF 14 -DAY PERIOD. 5. ALL SIGNAL HEADS SHALL BE EQUIPPED WITH LED AND BE FURNISHED AND OBTAINED BY CONTRACTOR FROM CALTRANS'APPROVED VENDORS. 213' TO 'TO N R/W • 1 •' 1 • 1 1 4IC, 2 -DLC SEAL - ENGINEER Q OE$$/ 6 No. 471 Exp. 6 -30 -16 4x q� ov a OF �`\� 177010WAAVENUE -SUITE 100 RIVERSIDE, CA 92507 951.782.0707 (FAX)957.782.0723 ENGINEERING COMPANY ric i com Riverside San Diego- Orange -San Luis Ohispo - Bakersfield - Sacrame nto - Phoe nix -Tucson I - #8 BARE R/W R/W (T) e (T) EXIST. EDP � to ? 6 ✓2L J PREPARED UNDER THE DIRECTION OF: I�ti BRIAN R. ST PHENSON 69471 DATE: 9 14 REGISTRATION EXPIRES 6 -30 -16 6,1211 213' TO 'TO N R/W • 1 •' 1 • 1 1 SEAL - ENGINEER Q OE$$/ 6 No. 471 Exp. 6 -30 -16 4x q� ov a OF �`\� 177010WAAVENUE -SUITE 100 RIVERSIDE, CA 92507 951.782.0707 (FAX)957.782.0723 ENGINEERING COMPANY ric i com Riverside San Diego- Orange -San Luis Ohispo - Bakersfield - Sacrame nto - Phoe nix -Tucson BENCH MARK: SEE SHEET 1 MA e ©eeee PREPARED UNDER THE DIRECTION OF: I�ti BRIAN R. ST PHENSON 69471 DATE: 9 14 REGISTRATION EXPIRES 6 -30 -16 APPR. DATE COUNTY SCALE: H: 1' =20' v. CHECKED BY: BRS • - o0000000a. .. 000000 .... 000 0 ©© ©000 ©© -' 000000000 1 ' aoo ®aoo00 NOTE-ALL CONDUCTORS ARE EXISTING R/W - VERIZOIN PULL BOX APPROX. 197' TO X -WALK 41C,3 -DLC 1JIL 1 - #8 BARE GENERAL NOTES (FO THIS SHEET ONLY): f 4IC, 3 -DLC (T) I - #8 BARE CALTRANS PERMIT #:08- 14 -6 -SN -0151 (TR 36376, 36376 -1) M.S. No. 9273 SHEET N0. (SCHEDULE 'All IP N0. 120097 COUNTY OF RIVERSIDE TRAFFIC SIGNAL MODIFICATION PLAN 2 ry SR -79 /WINCHESTER ROAD AT BENTON ROAD OF ? SHEETS SIGNAL MODIFICATION PLAN Y ) R: W.O. COUNTY or FILE NO p PLOT DATE: 19 -SEP -2014 JN 166958 SEAL - ENGINEER Q OE$$/ 6 No. 471 Exp. 6 -30 -16 4x q� ov a OF �`\� 177010WAAVENUE -SUITE 100 RIVERSIDE, CA 92507 951.782.0707 (FAX)957.782.0723 ENGINEERING COMPANY ric i com Riverside San Diego- Orange -San Luis Ohispo - Bakersfield - Sacrame nto - Phoe nix -Tucson BENCH MARK: SEE SHEET 1 PREPARED UNDER THE DIRECTION OF: I�ti BRIAN R. ST PHENSON 69471 DATE: 9 14 REGISTRATION EXPIRES 6 -30 -16 APPR. DATE COUNTY SCALE: H: 1' =20' v. CHECKED BY: BRS R/W - VERIZOIN PULL BOX APPROX. 197' TO X -WALK 41C,3 -DLC 1JIL 1 - #8 BARE GENERAL NOTES (FO THIS SHEET ONLY): f 4IC, 3 -DLC (T) I - #8 BARE CALTRANS PERMIT #:08- 14 -6 -SN -0151 (TR 36376, 36376 -1) M.S. No. 9273 SHEET N0. (SCHEDULE 'All IP N0. 120097 COUNTY OF RIVERSIDE TRAFFIC SIGNAL MODIFICATION PLAN 2 ry SR -79 /WINCHESTER ROAD AT BENTON ROAD OF ? SHEETS SIGNAL MODIFICATION PLAN Y ) R: W.O. COUNTY or FILE NO p PLOT DATE: 19 -SEP -2014 JN 166958 TRAFFIC SIGNAL MODIF /CA T /ON PLAN FOR THE INTERSECTION OF; WINCHESTER ROAD (SR=79) AND MAX GILLIS BLVD/THOMPSON ROAM TR 36376 = COUNTY OF RIVERSIDE O_ WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THESE PLANS AND: 1. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2006 EDITION), INCLUDING THE REGIONAL SUPPLEMENT AMENDMENTS. 2. STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 2012 EDITION. 3. REGIONAL SUPPLEMENT AMENDMENTS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2009 EDITION). 4. THE COUNTY OF RIVERSIDE STANDARD PLANS AND SPECS (DATED APRIL 2008). 5. CALTRANS STANDARD PLANS (2010 EDITION); AND STANDARD SPECIFICATIONS. PROJECT LOCATIONI / MAX GILLIS VD /// a nnnnnnnnnnnn (IINVWW���Q RIVERSIDE ,COUNTY 1 '!sl Nwil : I MURRIETA HO SPRINGS RDA i6l MURRIETA HOT SPRINGS ROAD 15 T. 7 S., R. 2 W, SEC. 8 � TEMECULA VICINITY MAP N.T.S. DECLARA OF RESPONSIBLE CHARGE IHEREBY DECLARE THAT IAM THE ENGINEER OF WORK FOR THIS PROJECT,THAT IHAVE EXERCISED RESPONSIBLE CHARGE OVER THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH THE CURRENT STANDARD. IUNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY CALTRANS, THE COUNTY OF RIVERSIDE, AND THE CITY OF MURRIETA IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. RICK ENGINEERING COMPANY 5620 FRIARS ROAD SAN DIEGO, CALIARNIA 92110 BY: M.;PAAR R.C.E. 66939 DATED: I /ff /1 - o DURING z ° O cn a N ° o F Of v a_ a ENGINEER OF WORK CERTIFICATION NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. TO THE STATE. z CALTRANS PERMIT 4 :08- 14 -6 -SN -0150 IHEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE IMPROVEMENTS SHOWN ON THESE PLANS (SHEETS 1 N BENCH MARK: °z THROUGH 2) HAVE BEEN INSTALLED AND CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH SAID PLANS, APPROPRIATE ® RIVERSIDE, CA 92507 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. a STANDARDS AND ANY DISCRETIONARY APPROVAL(S) FOR THE PROJECT. � o m RICK ENGINEERING COMPANY DATE BY MARK 5620 FRIARS ROAD DESIGNED BY: NCS SR - 79 /WINCHESTER ROAD AT MAX z SAN DIEGO, CALIF NIA 92110 � w 9 �'�" ��" COUNTY TE-� UFO� cA a � Co V ZF / BY: DATED: z CHECKED BY: MMJ z MARK R R.C.E. 66939 O ® 0 U I­ .< F- J m U C9 W J a C A U T I Q N 0 ALL WORK WITHIN THE STATE RIGHT -OF -WAY SHALL CONFORM ummmm mR AmovAL EXACT LOCATION OF EXISTING TO CALTRANS REQUIREMENTS (1) TRAFFIC SIGNAL GENERAL NOTES: 1. ALL MATERIAL AND WORK SHALL CONFORM TO THE 2010 EDITION OF COUNTY OF RIVERSIDE STANDARD PLANS, CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS 2010, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 2012. 2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, (800) 227-2600, AND ALL CONCERNED UTILITY COMPANIES AT LEAST TWO WORKING DAYS IN ADVANCE OF EXCAVATION. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ALL DAMAGES OCCURRED DUE TO FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND UTILITIES. HAND DIG AS NEEDED OR AS DIRECTED BY THE ENGINEER UNTIL CLEAR OF OBSTRUCTIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY RIGHT -OF -WAY AFFECTED BY CONTRACTOR'S WORK. THE CONTRACTOR SHALL KEEP COUNTY RIGHT -OF -WAY CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY RIGHT -OF -WAY WITHOUT PERMISSION OF THE ENGINEER. 4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT -OF -WAY SHALL BE PROTECTED OR REPLACED. 5. SEE CALTRANS STANDARD PLAN ES-1A, ES-1B, AND ES -1C FOR SYMBOLS AND ABBREVIATION LEGENDS. 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNAL EQUIPMENT, SIGNS, AND STRIPING IN ACCORDANCE WITH THE PLANS AND SPECIAL PROVISIONS. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE UNLESS OTHERWISE NOTED. 7. CONTROLLER CABINET AND SERVICE CABINET SHALL BE PLACED AT A MINIMUM OF 15 FEET APART. 8. ELECTRICAL CONDUIT SHALL BE PLACED AT A MINIMUM OF 2 FEET FROM TELEPHONE CONDUIT. 9. ALL PULL BOXES SIZE SHALL BE No.5 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 FEET. 10. ALL CONDUITS SHALL BE TYPE 3, SCHEDULE 80 PVC CONDUIT UNLESS OTHERWISE NOTED. ALL CONDUITS PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. 11. DETECTOR LOOPS SHALL BE PLACED PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS 2010 AND CENTERED WITHIN THE DRIVING LANE UNLESS OTHERWISE NOTED. STRIPING LAYOUT (CAT- TRACKING) SHALL BE APPROVED BY THE COUNTY PRIOR TO DETECTOR LOOP INSTALLATION. ALL LOOP DETECTOR CONFIGURATIONS SHALL BE TYPE ''E "PER STANDARD PLAN ES-5B. ALL CURB TERMINATIONS SHALL BE TYPE "A "PER STANDARD PLAN ES-5D. DETECTOR LOOP WIRES SHALL BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS. NO MORE THAN TWO TWISTED PAIRS SHALL BE INSTALLED IN ONE SAW SLOT. 12. ALL CABLES AND CONDUCTORS SHALL BE CONTINUOUS WITH A MINIMUM OF 6 FEET OF SLACK INSIDE EACH PULL BOX UNLESS OTHERWISE NOTED. 20 FEET OF SIGNAL INTERCONNECT CABLE SLACK SHALL BE PROVIDED INSIDE THE CONTROLLER CABINET. 13. TRAFFIC SIGNAL INTERCONNECT CABLE (SIC) SHALL BE 6- PAIR, AWG #20 CABLE UNLESS OTHERWISE NOTED. TRAFFIC SIGNAL INTERCONNECT CONDUIT SHALL HAVE A MINIMUM FACTORY CONDUIT BEND RADIUS OF 36 INCHES. 14. ALL COMBINATION PEDESTRIAN AND VEHICLE SIGNAL INDICATIONS INCLUDING PV HEADS SHALL UTILIZE LIGHT EMITTING DIODE (LED) SIGNAL MODULES. ALL VEHICLE SIGNAL SECTIONS AND INDICATIONS SHALL BE 12 INCH. 15. ALL SIGNAL HOUSINGS, VISORS, AND BACKPLATES SHALL BE METAL. VEHICLE SIGNAL HOUSING SHALL BE PROVIDED WITH LOUVERED BACKPLATE. A TUNNEL VISOR SHALL BE PROVIDED FOR EACH SIGNAL FACE. 16. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY THE ENGINEER. 17. ALL EQUIPMENT LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT. 18. ALL NEW INSTALLED 1 -A POLE FOUNDATIONS MUST HAVE ANCHOR BOLTS WITH SLEEVE NUTS AS PER ES -7B. BENCHMARK MWD DESIGNATION SD 6 1 NAVD 88 ELEV 1401.44 1.1 MILES SOUTHWEST OF LAKE SKINNER DAM, FROM THE INTERSECTION OF BOREL ROAD AND BOOTLEG ROAD, 118 FEET NORTH OF THE CENTERLINE OF BOOTLEG ROAD, 21 FEET EAST OF THE CENTERLINE OF BOREL RD,8 FEET SOUTH OF A TELEPHONE RISER,A 3 -1/4 INCH STANDARD MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF, AND IN THE CENTER OF A 3 FEET WIDE CATCH BASIN,1 FOOT EAST OF THE CURB FACE. SHEET INDEX TITLE SHEET ............................... .......................... ..................................................................................................................................................................:.................................................. .........:..................... 1 SIGNAL MODIFICATION PLAN ................ ............ ......... .......... ............ ................................................................................................................ ............................... 2 -3 CITY OF MURRIETA Q 1 qJ 31Y 1,7r!N �. 2 z w UNDERGROUND FACILITIES IS STANDARD PLANS, (2) STANDARD 13z It. 9 UNKNOWN. CONTRACTOR TO SPECIFICATIONS, AND (3) BRIAN R. S EPHENSON DAVE w VERIFY IN FIELD. STANDARD SPECIAL PROVISION RICK ENGINEERING COMPANY RICE 69471 _ � w o ,� w z a __j G:A16695`Traf£cA15695s1a3 DURING z ° O cn a N ° o F Of v a_ a DIG ALE RT TM o CALL BE FORE YOU DIG! 1- 800 - 227 -2600 UNDERGROUND SERVICE ALERT Call at least 2 working days prior to excavating. i.dgn NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR GRADING PERMIT HAS BEEN ISSUED. TO THE STATE. CALTRANS PERMIT 4 :08- 14 -6 -SN -0150 SEAL - ENGINEER 177010WAAVENUE -SUITE 100 BENCH MARK: (TR 36376, 36376 -1) M.S. No. 4273 ® RIVERSIDE, CA 92507 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. (SCHEDULE 'All IP NO. 120047 Q RpFESS1 �� 951.782.0707 FAX)951.782.0723 Riversid siuNCCot✓,PnNY E rickenginex com COUNTY OF RIVERSIDE TRAFFIC SIGNAL MODIFICATION PLAN DATE BY MARK ENGINEER DESIGNED BY: NCS ll 10 �® t ROBERT K. MOEHLI G DA CITY ENGINEER RCE 63056 EXP. 6/30/16 REVISIONS DRAWN BY: NCS ANY STATE OWNED FACILITIES ACCIDENTALLY DESTROYED DURING CONSTRUCTION SHALL BE REPLACED IN KIND AT NO COST TO THE STATE. CALTRANS PERMIT 4 :08- 14 -6 -SN -0150 SEAL - ENGINEER 177010WAAVENUE -SUITE 100 BENCH MARK: (TR 36376, 36376 -1) M.S. No. 4273 ® RIVERSIDE, CA 92507 (SCHEDULE 'All IP NO. 120047 Q RpFESS1 �� 951.782.0707 FAX)951.782.0723 Riversid siuNCCot✓,PnNY E rickenginex com COUNTY OF RIVERSIDE TRAFFIC SIGNAL MODIFICATION PLAN e SanDiego - Orange - SanLUis Obispo - eakersfeld - Sacramento - Phoeninix - Tucson SEE ABOVE No.66939 PREPARED UNDER THE IAECTION OF SR - 79 /WINCHESTER ROAD AT MAX APPR. DATE Exp.9 -30 -16 YZ6 AS GILLISS BLVD AND THOMPSON ROAD of 9 �'�" ��" COUNTY TE-� UFO� cA MARK R 6 6939 TITLE SHEET V ZF / SCALE: He FOR: W "O' N . Q CHECKED BY: MMJ DATE: REGISTRATION EXPIRES 9 -30 -16 _ FILE NO -1 SHEET NO. 1 3 SHEETS w 17 ® to P!I DATEa c, p -201^ N 166958 1.5 "C, 1DLC- C A ALL 12" DETAIL "A NTS CD EX. C &G X Q 2'C, 3DLC R/W EX. 2' W/2 #10 (FLASHER) ER) wil FUT C &G EX. C &G AC BERM r EX. EP ao N N Q7 2'C. 3DLC& 2 #10 (FLASHER) R/W 0 55' 59' 43' 7✓9L 59' 16' \ 1 14' 1 10'1 12' II 12' 1411 12' ( 18' _01 0 (LUMINAIRES) UMINAIRE 315 S) 3 12' 12' EX. C &G 0' 9 08 05 (R9 -31 (R9 -.3si) 85 !� 02 EX. N m � � 04 {OLA DETAIL „A„ 07 0P 1 � �� 0?P 5 04 07 © EX. E.P. m EX. E.P. EX. E.P. 02P F U_ 04 2'C, SIC QA #6 7 -61 #60 c o � JB 18J711 08 CD X LD z C' I w All I— �' o a z EP a N THIS TRAFFIC SIGNAL IS MAINTAINED BY THE STATE OF CALIFORNIA j z (CALTRANS) s -- z z c a � w THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY EP �I � J Ln 07 C7 U �° U-1 J a C A UTION - ALL WORK WITHIN THE STATE CITY OF MURRMTA 61 IS' - 1 ? 623 RIGHT -OF -WAY SHALL CONFORM Rimmmmm Fm AmovAL AMoVBD EXACT LOCATION OF EXISTING TO CALTRANS REQUIREMENTS (1) U-1 UNDERGROUND FACILITIES IS STANDARD PLANS, (2) STANDARD 3,t R. q tq , y z c: UNKNOWN. CONTRACTOR TO SPECIFICATIONS, AND (3) BRIAN R. STEPHENSON DATE ROBERT K. MOEHLING DATE w VERIFY IN FIELD. STANDARD SPECIAL PROVISION RICK ENGINEERING COMPANY CITY ENGINEER RCE 63056 EXP. 6/30/16 RCE 69471 DIG ALERT NOTE: V) z WORK CONTAINED WITHIN THESE PLANS SHALL ° M NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT w CD o AND /OR GRADING PERMIT HAS BEEN ISSUED. ~ THE PRIVATE ENGINEER SIGNING THESE PLANS IS CALL RESPONSIBLE FOR ASSURING THE ACCURACY OF U-1 a N BEFORE DESIGN AND ACCEPTABILITY OF THE WORK HEREON. w YOU DIG! I N THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY DATE BY MARK z X 01= I- 800 - 227 -2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE <t n crc� ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER REVISIONS o a UNDERGROUND SERVICE ALERT ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR w a Call at least 2 working days prior to excavating. APPROVAL BY THE COUNTY. DESIGNED BY: NCS DRAWN BY: NCS j ' EX.2'C,12DLC EX. 2 2DLC 7_r EX. 2'C, 2DLC zk 5 m--f ° - EX. 2'C, 1DLC EX. 2 1DLC 'C, SIC O LL CD I— v N N `v �0 r) N r CD R/W R/W & 2 #1 (LASHER) 'C, 1DLC & 2 #10 (FLASHER) � 2'C, 1DLC & 2 #10 (FLASHER) 'C, #10 (FLASHER) #5T 2 2 #10 (FLASHER) #5T FUT. C &G - - #5T —a FUT. C &G EX. 2'C & 2 #10 (FLASHER) AC DIKE w, R/W WINCHESTER ROAD (SR -79) ° SCALE: 1 "= 20' m= _, ° BJ6U 20 0 20 40 ANY STATE OWNED FACILITIES ACCIDENTALLY DESTROYED DURING R/W SG# 4510 SERVICE ADDRESS: 31022 THOMPSON ROAD CONSTRUCTION SHALL BE REPLACED IN KIND AT NO COST TO THE STATE. CALTRANS PERMIT #:08- 14 -6 -SN -0150 SEAL - ENGINEER 1770 VENUE 100 BENCH MARK: (TR 36376, 36376 -1) M. S. No. 4273 SHEET N0. . RIVERSIDE, CA 92507 (SCHEDULE 'A IP N0. 120047 �aFESSIp�, ssl.7sz.o7m (FAx >ssl.7az.o7za COUNTY OF RIVERSIDE 1� EN°IN N COMP "`Pn" TRAFFIC SIGNAL MODIFICATION PLAN 2 Riverside San Diego - Oran &e -San Lull Obispo - Bakersfeld- Sacrame - Ph Phoenix - Tucson SEE SHEET 1 No.66939 A PREPARED UNDER THE E oN OF SR -79 /WINCHESTER ROAD AT MAX Exp.9 -3 ° - APPR. DATE GILLISS BLVD AND THOMPSON ROAD of 3 SHEETS � � / COUNTY d> °I"" `p MARK . R 6 6939 SIGNAL MODIFICATION PLAN OF — SCALE: He 1 '=20' FOR: W.O. COUNTY CHECKED BY: MMJ DATE: 9041il REGISTRATION EXPIRES 9 -30 -16 _ V. FILE N0. 1.5'C, 1DLC 1.5 2DLC = J 1.5'C, 2DLC m 1 J 'CAP TENON 517L DETAIL "A" — #6 03 "06 0 CONSTRUCTION NOTES (FOR THIS SHEET ONL Y): 2'C, SIC EXISTING TYPE 322 CABINET FOUNDATION. EXISTING TYPE 170E CONTROLLER ASSEMBLY, COMPLETE WITH DETECTION FOR 8 PHASES, COORDINATION TELEMETRY, DETECTOR SENSORS, EMERGENCY VEHICLE PRE- EMPTION SYSTEM AND EQUIPMENT WITHIN A TYPE 332 CABINET WITH BATTERY BACKUP SYSTEM [k ]EXISTING DUAL METERED TYPE III -CF SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: ONE 120/24OV -10A (MAIN) ONE 120V -50A (METERED SIGNALS) ONE 120 -30A (METERED LIGHTINGS) ONE 120V -15A (METERED IISNS) ONE 120V -15A (FLASHING BEACON) DUAL TYPE V P.E.C. [I ]EXISTING 3” (78mm) AND PULL ROPE TO S.C.E. HAND HOLE PER S.C.E. REQUIREMENTS. CONDUCTORS BY S.C.E. EXISTING SERVICE BOX #P5464534 IS LOCATED APPROXIMATELY 350' FROM SERVICE CABINET. ® EXISTING 721 OPTICOM DETECTOR (OR EQUAL) AS PER CALTRANS JULY 2006 STANDARDS PLANS. EMERGENCY VEHICLE PREEMPTION INPUTS ARE DESIGNATED. AS FOLLOWS: EVA (PHASES 2 AND 5), EVB (PHASES 1 AND 6), EVC (PHASE 3), EVD (PHASE 4), AND EVE (PHASE 7). ❑5 REMOVE AND SALVAGE EXISTING SIGNAL HEAD, REPLACE WITH DETAIL "A "PER THIS SHEET. R/W 2'C, 3DLC & 2 #10 (FLASHER) 2'C, 2DLC & 2# #6 - #ST 06 - ' C &G ROAD (SR -79)