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Butterfield Stage Road @ Pauba Road
�a0 CITY OF TEMECULA TR FFIC I N L/L1 HTIN N I NIN TRIPIN PL N111111101sm UTT RF1 L ST G RO TP RO GENERAL NOTES: oho 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF V CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS �9*_P DATED JULY, 2002, THE CALTRANS TRAFFIC MANUAL AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. ANY UTILITIES SHOWN ON THIS PLAN ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE �►p' RECORDS AND KNOWLEDGE. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY p DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE AND TO VERIFY ALL JOBSITE CONDITIONS. P�Op PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, A MINIMUM OF TWO WORKING DAYS PRIOR _401 TO THE START �ALL ANY FACILIT ES DURING CONSTRUCTION. EXCAVATION. � HAND FOUNDATIONS UNTIL CLEAR OF ALL SUBSTRUCTURES AND PROTECT WORK TO BE PERFORMED: 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL AFFECTED UTILITY COMPANIES gyp' AND AGENCIES AT LEAST 72 HOURS IN ADVANCE OF CONSTRUCTION. WORK FOR THIS PROJECT SHALL CONSIST OF INSTALLING A TRAFFIC 4. POLE, DETECTOR AND EQUIPMENT LOCATIONS ARE APPROXIMATE. THE ENGINEER SHALL APPROVE THE SIGNAL/LIGHTING AT BUTTERFIELD STAGE ROAD AND PAUBA ROAD AND EXACT LOCATION OF ALL EQUIPMENT PLACEMENT IN THE FIELD PRIOR TO INSTALLATION. CONTRACTOR SIGNING/STRIPING ON PAUBA ROAD, FROM W/O CAMINO MERANO CIRCLE SHALL POTHOLE CONFLICTING UTILITIES AS DIRECTED BY THE ENGINEER. PROJECT LOCATION TO VIA DEL MONTE. 5. ALL VEHICLE SIGNAL HEADS SHALL BE 12" DIAMETER WITH BACK PLATES AND GELCORE (OR CITY a oNt� APPROVED EQUAL) LED UNITS. PEDESTRIAN SIGNAL HEADS/FACES SHALL BE TYPE 'A' WITH INTERNATIONAL SYMBOL AND CONTAIN LED MODULES. ALL SIGNAL HOUSINGS SHALL BE ALUMINUM. PLASTIC SIGNAL HEADS, PEDESTRIAN HEADS, VISOR, BACKPLATES, AND PUSHBUTTON SIGNS SHALL jP# RpAp NOT BE USED. PEDESTRIAN PUSHBUTTON SIGNS SHALL BE TYPE 'B' WITH R62D SIGNS AND HAVE ADA PUSH BUTTONS. 0 6. ALL PULLBOXES SHALL BE #5, UNLESS OTHERWISE NOTED, AND HAVE A MAXIMUM SPACING OF 200' BETWEEN PULLBOXES (500 SPACING ON PAUBA ROAD, E/O BUTTERFIELD STAGE ROAD). PULLBOXES o SHALL NOT BE LOCATED IN OR WITHIN 1" OF ANY CURB ACCESS RAMP. ALL PULLBOXES AND COVERS �+ INDEX OF SHEETS: SHALL BE CONCRETE; COVERS SHALL HAVE THE MARKING "TRAFFIC SIGNAL . 7. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DRAWING NO. DESCRIPTION DURING FLASHING OPERATION. T-1 TITLE SHEET 8. ALL CONDUIT SHALL BE 2" MIN. INSIDE DIAMETER & RIGID STEEL, UNLESS OTHERWISE NOTED AND TRAFFIC SIGNAL/LIGHTING AND SIGNING/STRIPING PLANS CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS. MAR�pOSA ROYAL CREST PL. BUTTERFIELD STAGE ROAD AT PAUBA ROAD AND NON-METALLIC CONDUIT SHALL NOT BE USED, EXCEPT FOR UTILITY SERVICE. ALL CONDUIT UNDER �S PAUBA ROAD, FROM W/O CAMINO MERANO TO VIA DEL MONTE PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. 9. FUSED SPLICE CONNECTORS SHALL BE INSTALLED IN THE POLE HANDHOLE FOR EACH LUMINAIRE. Gp�� T-2 TRAFFIC SIGNAL AND LIGHTING PLAN 10. DETECTOR LOOPS SHALL BE 6' DIAMETER WITH 10' SPACING IN THE DIRECTION OF TRAVEL, BUTTERFIELD STAGE ROAD UNLESS SHOWN OTHERWISE. DETECTOR LOOPS SHALL BE TYPE 'E', LOOP DETECTOR WIRE SHALL BE �a AT PAUBA ROAD TYPE 1 AND LOOP DETECTOR LEAD-IN CABLE SHALL BE TYPE B,. r T-3 TRAFFIC SIGNING AND STRIPING PLAN 11. DETECTOR LOOP LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER OR HIS DESIGNATED p PAUBA ROAD, REPRESENTATIVE BEFORE SAWCUTTING; NECESSARY STRIPING SHALL BE LOCATED PRIOR TOO 04 FROM N/O CAMINO MERANO CIRCLE TO STA 14+75.00 POSITIONING THE DETECTORS. `% 12. LUMINAIRES SHALL BE HIGH PRESSURE SODIUM WITH FULL CUT-OFF LENS, 250W INTEGRAL BALLAST. t y� T-4 TRAFFIC SIGNING AND STRIPING PLAN 13. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE TYPE 'A' AND CONFORM TO THE TRAFFIC <<� PAUBA ROAD, SIGN SPECIFICATIONS, STANDARD PLANS AND STANDARD SPECIFICATIONS. m �Fie, FROM STA 14+75.00 TO STA 37+75.00 14. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF UNDERGROUND ELECTRICAL FACILITIES WITH SCE T-5 TRAFFIC SIGNING AND STRIPING PLAN SCHEDULER: RUDY BARGAS (909) 928-8272. PAUBA ROAD, 15. ALL CROSSWALKS, LIMIT LINES, CHANNELIZING LINES 8" OR GREATER, PAVEMENT LEGENDS AND P? FROM STA 37+75.00 TO E/O VIA DEL MONTE ARROWS SHALL BE THERMOPLASTIC. 4 16. SERVICE EQUIPMENT ENCLOSURE SHALL BE SEPARATED FROM THE CONTROLLER BY A MINIMUM OF 15 FEET, AND SEPARATED FROM ALL UTILITY POLES BY A MINIMUM OF 10 FEET, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 17. TYPE V PHOTOELECTRIC CONTROL CONTACTOR AND TEST SWITCH ASSEMBLY SHALL BE INSTALLED IN THE SERVICE CABINET. PHOTOELECTRIC CONTROL CONTACTORS SHALL BE 60 AMP MERCURY FOR LUMINAIRES, AND 30 AMP MERCURY FOR STREET NAME SIGNS. 18. UNGROUNDED SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 19. ALL LANDSCAPING WHICH IS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE CITY AND THE PROPERTY OWNER. 20. EACH CONDUCTOR SHALL BE PERMANENTLY IDENTIFIED - IDENTIFICATION SHALL BE BY DIRECT LABELING, TAGS OR BANDS PERMANENTLY FASTENED TO THE CONDUCTORS. THE IDENTIFICATION SHALL p� BE PLACED ON EACH CONDUCTOR OR GROUP OF CONDUCTORS IN EACH PULL BOX AND NEAR THE �O END OF EACH CONDUCTOR, WHERE THE CONDUCTORS ARE TERMINATED. 21. A CITY OF TEMECULA AND/OR COUNTY OF RIVERSIDE (AS REQUIRED FOR WORK WITHIN JURISDICTION) �Q 00 ENCROACHMENT PERMIT SHALL BE REQUIRED TO PERFORM WORK WITHIN THE PUBLIC R/W. CITY OR COUNTY APPROVED PLANS DO NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR OBTAINING AN ENCROACHMENT PERMIT. A COPY OF THE PERMIT(S) SHALL BE KEPT ON THE CONSTRUCTION SITE AT ALL TIMES. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A DETAILED TRAFFIC CONTROL PLAN FOR ANY CLOSURES ASSOCIATED WITH THE TRAFFIC SIGNAL CONSTRUCTION AND SHALL PROVIDE ALL NECESSARY CONTROL DEVICES DURING TRAFFIC SIGNAL INSTALLATION. VICINITY MAP 23. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S NTS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. SEAL COUNTY OF RIVERSIDE p O wo �R14ESS/0N�1 TRANSPORTATION DEPARTMENT A. OT F�� ROVED BY: ♦O No.33950 � �4 Date DIAL TWO WORKING * Exp 6130/05 * r K ED A. 0 MA R.C.E. No. 33950 Exp. 6 30 06 BEFORE •w• DAYS BEFORE YOU DIG You DIG s19� CIV1�- @' �� Date ZlZ,,?3 TOLL FREE 1 -800-227-2600 `� OF CAL\F RECOMMENDED � LD03-108CO � A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT At i DATE BY REVISIONS ACC'D DATE SEAL OS/� Designed By Drawn By Checked By ' QF TEMELADrawing No.CONSTRUCTION RECORD BENCHMARK SCALE ' pR �Na ? CITYDEPARTMENT OF PUBLIC WORKS J.REJNIAK E.TANAKA R.KAHN RECOMMENDED BY: �_ , , L-�" DATE: �- �e'�--a3 w ogER T l>'q y � 0 Horizontal �, Plans Prepared Under the Supervision of: TITLE SHEET T- 1 d Contractor o NTS No. 20285 engineering r ACCEPTED BY: DATE: 9 Zz o3 Exp. 9/30/05 RONALD J. PARKS TRAFFIC SIGNAL/LIGHTING AND SIGNING/STRIPING PLANS o Inspector * * group, I11C. ROBERT KAHN R.C.E. No.20285 DEPUTY DIRECTOR OF PUBLIC WORKS Vertical s� cw\_ �� _ BUTTERFIELD STAGE ROAD AT PAUBA ROAD AND qj£ TRAFFIC ENGINEERNiG DESIGN SERwcEs Date 1 7 o R.C.E. No. 19744 Expires 09/30/2005 Sheet '� of J a o Date Completed NTS �F CA1 �� 2020� S.W. Birch Street, suite 250 Newport Beach, CA 92860 Exp. 9 3 05 PAUBA ROAD, FROM W/O CAMINO MERANO TO VIA DEL MONTE 1 Phone: (949) 474-0809 Fax: (949) 474-0902 0 �� POLE AND EQUIPMENT SCHEDULE ' CONDUCTOR SCHEDULE x-WALK , , Li AWG SIZE AWG SIZE CONDUIT SIZE AND RUN NUMBER (NEW) CONDUIT SIZE AND RUN NUMBER (NEW) 32 (REF) STANDARDS VEH. SIGNAL MTG. PED. SIG. P.P.B. POLE LOC. H.P.S.V. MAST ARM OR POLE OR CIRCUIT 2r 3 4r 4r 2-4r 2" 3 12-4 OR POLE OR CIRCUIT 2r 3" 4' 40 2-4r 2" 3 2_4 \ CURB/BERM FLOW LINE ' NO. TYPE HEIGHT SIGNAL LUMIN. MAST ARM POLE MTG. 0 QUAD A B Luminare MOUNTED I.I.S.N.S. CABLE TYPE 1 Az 3 4 5 Zj A 8 CABLE TYPE LiAz 33 z�\ A5 A /T\ A Ar 2 � OR EDGE OF SHOULDER r _ M.A. M.A. 1 — 1 _ _ Q 1 A 10 — — -- TV-2—T SP-1 —T 4 2 5' 3' POLE A _ _ 1 _ 1 LUMINAIRES 2 2 2 2 2 2 B - _ - _ - _ 1 1 - - _ 1 1 10 SIGNAL COMMON 1 1 1 1 1 1 1 2 1 1 - � 12 EXIST. SW CONDUCTOR C - - - 1 1 1 1 1 1 - _ 1 1 TOTAL 1 3 3 3 3 3 3 2 �2 s Ca 1 A 10 -- - -- N-1 —T SP-1 —T 6 3 17' 3' D 1 1 1 1 - _ 1 8 SIGNAL SERVICE - - - - - - - - ` 1� �� o z Q s D 19-4-80 30' 30' 15' 2—MAS (2}SV-1 —T SP--1 —T 6 3 4' 3 250W Butterfield Stage E 1 1 1 1 1 1 1 1 1 1 - _ 1 1 01 1 1 1 1 1 1 EXIST. C G E . .R. - - - - - - - - - —T SP-1—T 8 4 - / E B C �--- 0 1 A 10 TV 2 4 3 F - _ - _ - _ - _ 1 1 1 1 1 1 02 - --- - - 3 - - 3 � ` 0 1 rBr 1 1 _ — — — - - 5 (2)DLC Q 29-5-80 30' 50' 15' 2—MAS SV-1—T SP-1—T 8 4 15' 3' 250W Pauba CONDUCTOR _ _ - - - 1 �4 - - 4 4 4 - - 4 \ rL4IE: FOR A AND B DIMENSIONS, SEE POLE SCHEDULE 1 A 10 — — — TV—1 —T SP-1 —T 2 1 14 3 H — — — — — 1 Q OR AS DIRECTED BY ENGINEER TOTAL 1 2 3 _ �'5 5 1 2�-2 8 DLC » 05 _ _ _ - 1 _ _ 1 `~' (TYPICAL SIGNAL POLE PLACEMENT, UNLESS SHOWN ON PLANS) 24-4-80 30' 35' 15' 2—MAS (2)SV-1 --T SP-1 —T 2 1 8' 3' 250W Butterfield Stage 1 3 4 6 1 9 (TYPE B ) Q \ I.I.S.N.S. - 2 2 2 2 2 2 — 06 3 3 3 3 3 - - 3 \ SIGNAL STANDARD PLACEMENT DIMENSIONS ■ EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLE'. 12 P.E.C. — — — — — — — — �7 — — 1 1 1 - — 1 EXIST. -��� \ AND EQUIPMENT LOCATIONS TOTAL -- 2 2 2 2 2 2 - 08 - - - - - - 3 3 0 TOTAL 4 4 9 9 13 - 4 17 \ 2 � ' \ EXIST C/G (TYP) s�6P / �6P 04 \ 04 EVP CABLE — 1 1 2 2 - - 4 Qr �2 \ ; -own 06 �/ - � 07 1 07 \\ • USE ONE (1) 3-CONDUCTOR CABLE FOR 04 VEHICLE INDICATION EXIST. SW �A \ 05 01 �6 �1 O 1 1 00 \ \ MOUNT017 HIGH 4 2 01 p �5 02 1 a (MOUNTED 0 17 HIGH). ��� , �❑ (2)DLC ) 'IV � ll 5 2 DLC • \ IRS] 02 2 ( ) 0 LUMIN POLE / �3 \ �3 Q \ BY OTHERS 0 2 P P 02P \ 08 08 / 6 \\ N AG 04 3 PHASE SEQU ENCI - QUADRANT DETAIL PHASE DIAGRAM PEDESTRIAN PUSH BUTTON LOCATION � / � � � BUTTERFIELD STAGE ROAD (TOP VIEW)B , Q fi 5 (2)DLC a \ Rw -- -- -- -.— -- -- -- -- -- -- -- RAW -- -- -- -- � -- -- -- -- -- -- -- -- 5 (2)DLC \ - � � \ \ I - .- - = — _T— -08 - - - -- - - - ^ - - - -- � � 06 _ \ Q - - - - - - - - � - - - _ - - - _ - - - - - - - - - - _ - -- - 03/18 EXIST. C/G (TYP) EXIST. C/G (TYP) E102/05 _ I �n o, a, (MOUNTED ON TOP \ \ 1 N ►`O OF POLE SHAFT) 6 � 1 11 425' TO IN EXIST. RAISED MEDIAN N N 3 01 �6 \\ 1 LIMIT LINE � 7 96+00 99 1 E38 0 \ ` CITY OF TEMECULA 1 1+00 102+00 CIV COUNTY OF RIVERSIDE r '' Ile) N 114 qr- cV N N cV \ p 0 _ — w _ 1 _ 425 rn \\ ' 1 �v LIMIT TOd. r ` � = J 'n - _ N -- - - - - EXIST 6 P.B. __ g M - - - - IRS LUMIN POLE - - 0 __ - -1- -- - _..._. - - - - - - - — — — — — — — — — — -- - - -- --- --- - - - - � W _ a _ - - - - - __ - - - - - (BY\�THEI 3 0`7 1 9 CN EXIST. EP 12 BC 12 (2)DLC 12 (2)DLC - - - - - - - - - - - - - - 12 (2)DLC CB / \ ( ` 9 EXIST. EP 01 �4 07 -- - - - - - - - - � NEW EP � ...__ - - - - -- - - - -- -- _— _— -- -- -- -- -- -- -- R�W -- —_ -._ -- — -- — � 1 P -- -- -- -- .-- RAW -- -- — _ — _ — _ NEW EP (2)DLC 11 U`�� ` \ 1 T FUTURE C/G (REF) - - - - _ _ 5 FUTURE S/W (REF)1 1 � 5 1 O (2)DLC • �. �_ _ 6 EMERGENCY VEHICLE FUTURE S/W (REF) GENERAL NOTES: e 1 1 -1 PRE-EMPTION DETECTOR ` 1 13 O fi FUTURE C/G (REF) 1. SEE SHEET 1 OF 3 FOR GENERAL TRAFFIC SIGNAL AND LIGHTING NOTES. ❑5 (2)#10; (2)#12 O 1 ❑ (3)#6 1 b' SJ70 32 gJ7L 1 5 (2)DLC EXIST. EDISON VAULT 22 } 14 (SERVICE POINT) CONSTRUCTION NOTES (THIS SHEET)mMOUNTS ,1EXIST. FH (TYP) DETECTOR PLACEMEINT DETAIL 2 4 8 ` 11 0 CONTRACTOR SHALL CONSTRUCT TYPE 332 CABINET FOUNDATION AND SHALL 6 FURNISH AND INSTALL #6 PULLBOX. 17 HIGH ` 1 1 ? r 0 ❑ y l 1 � NOTE. ALL DETECTORS; TO BE CENTERED FURNISH AND INSTALL TYPE 332 ALUMINUM CABINET AND CONTROLLER; THE - - 1 LIMIT LINE UNIT 0 FURNISH AND INSTALL MAST ARM MOUNTED SIGN R73--3, � EXIST. EP 1 1 �1 � 5 (1)DLC O MAST ARM OR or X-WALK IN LANE, UNLESSS OTHERWISE NOTED CONTROLLER ASSEMBLY SHALL CONSIST OF A MODEL 170 CONTROLLERPER STANDARD PLAN ES-7N, DETAIL U . 1 1 POLE SHAFT EQUIPPED WITH ONE (1) MODEL 412C SYSTEM MEMORY MODULE, ONE (1) g FURNISH AND INSTALL 3"C w/PULLROPE AND (3) #fi CONDUCTORS pc 31 U , 1 1 FUTURE C/G (REF) 400 MODEL AND BI-TRANS 200 PROGRAM. THE ASSEMBLY SHALL BE HOUSED ❑ 1 FUTURE S W REF 3 TURNS � THRU TRAFFIC LANE (TYP.) IN THE MODEL 332 CABINET, WIRED FOR 8-PHASE CAPABILITY AND INCLUDE PER S.C.E. REQUIREMENTS. CONTACT S.C.E. SERVICE PLANNER (RUDY 1 1 ,1 / (REF) (TYPICAL) ALL ACCESSORIES NECESSARY TO PROVIDE THE PHASING AND PERFORM ALL BARGAS (909)928 8272) 48 HOURS BEFORE BEGINNING WORK. 1 1 FUNCTIONS INDICATED ON THESE PLANS. THE CABINET SHALL INCLUDE CABINET ❑g CONSTRUCT NEW A.C. PAVEMENT ROADWAY, TO MATCH EXISTING CONDITIONS, 1 1 1 DRAWER ASSEMBLY AND CABINET LIGHT ASSEMBLY. ALL EQUIPMENT SHALL BE PER CITY OF TEMECULA STANDARDS. (SEE SHEET 3 FOR GEOMETRIC DETAILS). 1 LEFT TURN LANE (TYP.) ON THE CURRENT STATE OF CALIFORNIA "QUALIFIED PRODUCTS LIST". GDI LOAD 3M OPTICOM OR TOMAR SWITCHES WILL NOT BE ACCEPTED. 10 PULL EXISTING 12-PAIR #19 SIC FROM EXISTING PULLBOX TO NEW 2 FURNISH AND INSTALL TYPE III-CF 120V/240V DUAL METER SERVICE CONTROLLER -- TERMINATE SIC IN CONTROLLER CABINET, AS REQUIRED. 1 EMERGENCY VEHICLE PRE—EMPTION 2' SCALE. 1 = 20 I AN INSTALL 6E PULLBOX. 11 . 5 (1)DLC DETECTOR MOUNTING DETAIL EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: 1 1 FURNISH D # 1 60 10' 6'0 10' 6'0 10' 6'0 �1)1120V/240V-100A (MAIN), (1)120V-50A (METERED SIGNALS), (1)240V-40A 12 EXIST. 2" CONDUIT w/EXIST. 12-PR. #19 SIC; INSTALL NEW CONDUCTORS EXIST. EP 1 1 N.T.S 5 0 10 20 30 METERED LIGHTING), (1)120V-15A (METERED I.I.S.N.S.) AND TYPE V PEC. WHERE INDICATED. (SEE CITY OF TEMECULA TRAFFIC SIGNAL INTERCONNECT 9 1 1 1 DETAIL 'A' THE CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE PLAN BUTTERFIELD STAGE ROAD, SHEETS 1 THRU 4, FOR DETAILS.) �� NEW EP 1 1 1 14 HOOK-UPS. 1 13 FURNISH AND INSTALL BATTERY BACK-UP SYSTEM IN CONTROLLER CABINET; 1 1 1 ❑3 FURNISH AND INSTALL EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT AND UNIT SHALL BE A DIMENSION SYSTEM. FURNISH AND INSTALL BATTERY 1 FUTURE C/G (REF) SEAL COUNTY OF RIVERSIDE 4-CHANNEL CABINET DISCRIMINATION EQUIPMENT REQUIRED IN THE CONTROLLER CABINET; EQUIPMENT SHALL BE 3M 700 SERIES OR TOMAR 2140 SERIES ONLY, CABINET ON REAR OF CONTROLLER CABINET AND WIRE PER MANUFACTURER'S t �� 11 1 1 Qp�pFESs TRANSPORTATION DEPARTMENT O 'A' HAFT RECOMMENDATIONS. o z ��`` p A. 0 F ROVED BY: (SEE DETAIL A FOR MOUNTING DETAILS ON MAST ARM OR POLES ) �- � 1 1 1 FUTURE S/W (REF) Q,� F±] FURNISH AND INSTALL TYPE V PEC UNIT IN SERVICE CABINET. 14 FURNISH AND INSTALL #5T PULLBOX. o ,_ 1 1 �� y ANVVVVVVVVVVVVVVVVV~ " bu 1 1 + rc/3 5 INSTALL 2 CONDUIT w/CONDUCTORS AS INDICATED. t � � t No. Date DIAL TWO WORKING I 1 1 * Exp.6/30/06 * >111LED A. 0 AN R.C.E. No. 33950 Exp. 6/30/06 BEFORE DAYS BEFORE 1 \ YOU DIG YOU DIG sl C1V1`- �Q r . (� Ld!!/O 41- Q� '�^n Date L 3 TOLL FREE 1 -800-227-2600 NOTE: THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. F o cA`\�° RECOMMENDED A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 DATE BY REVISIONS ACC'D DATE SEAL SSf� Designed By Drawn By Checked By TEMECULA Drawing NO.CONSTRUCTION RECORD BENCHMARK SCALE QR�� °Nq, RECOMMENDED BY: DATEf _ _ p CITY aFDEPARTMENT OF PUBLIC WORKS N J.REJNIAK E. TANAKA R.KAHN .2� 3 0° a cD Horizontal Plans Prepared Under the Supervision of: a Contractor m �, Z o TRAFFIC SIGNAL AND LIGHTING PLAN T-2 — 20 No. 20285 engineering ACCEPTED BY: DATE: Z 3 0 1 � RONALD J. PARKS "' * Exp. 9/30/05 o Inspector g ro u p, i n C. ROBERT KAHN R.C.E. No.20285 DEPUTY DIRECTOR OF PUBLIC WORKS B UTTE R F I E LD STAGE ROAD AT i Vertical s�9T C 11/1\_ o pi PAU BA ROAD Sheet of 0 rrt�r�c ENcn c o�sicN satwcEs R.C.E. No. 19744 fires 09/30/2005 2 5 c) o Date Completed 1" = 20' OF C A�\F- 20201 S.W. Birch Street, Suite 250 - Newport Beach, CA 92660 Date 9 G Phone: (949) 474-0809 Fax: (949) 474-0902 p 0 CONDUCTOR SCHEDULE ��' POLE AND EQUIPMENT SCHEDULE ' CONDUIT SIZE AND RUN NUMBER NEW CONDUIT SIZE AND RUN NUMBER NEW `� (R WALK *A* W VEH. SIGNAL MTG. PED. SIG. P.P.B. POLE LOC. H.P.S.V. AWG SIZE AWG SIZE �2 (REF) �A ,. I STANDARDS MAST ARM " 4" 4" 2-4" 2" 3" 2-4 2' 3' 4' 4' 2-4" 2" 3' 2-4 \ � N0. OR POLE OR CIRCUIT 2 3 OR POLE OR CIRCUIT � CURB/BERM FLOW LINE TYPE HEIGHT SIGNAL LUMIN. MAST ARM POLE MTG. � QUAD A B Luminare MOUNTED I.I.S.N.S. CABLE TYPE Al /2 A � A � A CABLE TYPE 0 3 6 � AA 32 OR EDGE OF SHOULDER M.A. M.A. _ _ Ile; m Q 1 A 10' — — — TV-2—T SP-1 —T 4 2 5' 3' — — POLE - A _ _ _ 1 1 - 1 1 LUMINAIRES - 2 2 2 2 2 2 - -' B - _ - _ - _ 1 1 1 1 - _ _ 1 1 10 SIGNAL COMMON 1 1 1 1 1 1 1 2 \ �� C'G ' Q 29-5-80 30' 50' 15' 2—MAS SV-1—T SP-1 —T 4 2 15' 3' 250W Pauba 12 � FUTURE SW \ � r � ��S• �� CONDUCTOR C - - 1 1 1 1 1 1 - - 1 1 TOTAL 1 3 3 3 3 3 3 2 �` \ \\ �8 ? `Jcr. �P,� CO 1 A 10 — -- — TV—1 —T SP-1 —T 6 3 17 3' — p - _ 1 1 1 1 - _ - _ 1 #g SIGNAL SERVICE - - - — -- — — — EXIST. EP \\ �� z o z /Gs D 19-4-80 30' 30' 15' 2—MAS (2)SV--1 —T SP-1 —T 6 3 4 3' 250W Butterfield Stage E 1 1 1 1 1 1 1 1 1 1 1 1 01 1 1 1 1 1 - - 1 FUTURE C/G \ \\ B.C.R. - - - - - Q 1 A 10' — — — TV-2—T SP-1—T 8 4 4' 3' — F - - - - - _ 1 1 1 1 1 1 02 - - - - 3 - -- 3 � \ \\ � � I "p" -- 3 G — _ — _ _ _ _ _ 1 1 1 1 03 �- — - - - - 1 1 05 (1)DLC \ \ Q 29-5-80 30' 50' 15' 2—MAS SV-1—T SP 1 —T 8 4 15' 3' 25oW Pauba CONDUCTOR H _ _ _ _ _ _ _ _ 1 04 - - 3 3 3 - - 3 \ \\ \ FOR W AND "B" DIMENSIONS, SEE POLE SCHEDULE 1 A 10' — — — TV—1 —T SP-1—T 2 1 14' 3' _ 1 0 OR AS DIRECTED BY ENGINEER TOTAL zi 2 3 3 4 1��5 5 6 1 1 2 2 ��9 DLC " 05 - - - - 1 - - 1 Q \ ` TYPICAL SIGNAL POLE PLACEMENT, UNLESS SHOWN ON PLANS Q 24-4-80 30' 35' 15' 2—MAS (2)SV-1 —T SP-1—T 2 1 8' 3' 25oW Butterfield Stage (TYPE B ) Q , \ aG C ) I.I.S.N.S. - 2 2 2 2 2 2 - 06 3 3 3 3 3 - - 3 \ SIGNAL STANDARD PLACEMENT DIMENSIONS ■ EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. #12 P.E.C. — — — — — — — — 07 — — 1 1 1 - - 1 A \ FUTUR AND EQUIPMENT LOCATIONS TOTAL — 2 2 2 2 2 2 - 08 - - - - - - 3 3 0 C/G \ - TOTAL 4 4 8 8 12 - 4 16 EXIST. EP [ EVP CABLE — 1 1 2 2 - - 4 \ 1 \ ` EXIST C/G (TYP) -�0 6 P / 0 6 P 07 04 \ 04 ___ - 06 07 • USE ONE (1) 3-CONDUCTOR CABLE FOR 04 VEHICLE INDICATION FUTURE SW \ �A \ �5 �1 06 I O �I I q- 7' H \ \ MOUNTO17 HIGH 4 2 01 p �5 02 -A100 (MOUNTED ® 1 HIGH). *7L V ` \ , 02 solo- 1 5 (1)DLC '1 IRS] LUMIN POLE / o2P- t 1 \ 03�2P �8 6 2 j O \ (BY OTHERS) / \ 08 \ As , 04 �D 3 PHASE SEQUENCING ow- QUADRANT DETAIL PHASE DIAGRAM PEDESTRIAN PUSH BUTTON LOCATION BUTTERFIELD STAGE ROAD (TOP VIEW) (2)DLC R/W -- -- \ 5 (2)DLC 08 , 06 \03 1 _ ~ � _ - - - -` - - - - - - - - - - - - - - - - - - - - - - - - �� �--��....._ .� .._.. � � _..._ ...._ _.._ ^ _._. - - - - - - � \ 7 03/18 EXIST. C/G (TYP) � ~'� ~-— E______ _ _ _ _ _ _ _F3_]02/05 I ;n � — o, a, (MOUNTED ON TOP \ \ N ~ LO OF POLE SHAFT) \ 6 A �� 425 TO _C14 EXIST. RAISED MEDIAN CN WM 3 01115 LIMIT LINE 7 \ II ` - - - - - --- - - - - - 9s+0o o 1 i+00 T i o2+00 \ C(TY�OF TEMECULA _ ? _ T,11 IV- _ CIV o _ — _.. - - \ - - COUNTY OF RIVERSIDE F - ��_ r �o V` w \ 1 -- N _ - 1 04 aF4 \ O 1 02 N ro C, T s N EXIST 6 P.B. + EILUMIN POLE U o 1 w ENE - _ - - � _ _ - __ - - - - - - - - - - - �' � _ _I- - - - - - - - - - _.._ - ._._ .- - - - - _..- - - - - - - ._ ._._ _.__ ._ A - - - - - - 'nut T 1 9 EXIST. EP 12 BC 12 (2)DLC 12 (2)DLC - - - - - - - - - � _ _ 12 (2)DLC CB = \ l ` \- � �� 9 EXIST. EP 10 07 !71 \ � w y_ 4 _�„ _ \ 1 \ NEW EP _.-_ _._.._ - - - - - - - - - -- _.___ --. - - - - - - - -- P -- -- -- -.- __ R�W -- -- ~ — — — _ — ` _ NEW EP 2)DLC 1 1 C \ ' Q FUTURE C/G - 5 10 ( ) " �' 1 � /� ~ 5 ; 1 I If FUTURE S/W (REF) 5 10 (2)DLC 6 _ 8 _ - � FUTURE S/W (REF) GENERAL NOTESEm 11 I EMERGENCY VEHICLE 1 13 H 6 PRE-EMPTION DETECTOR FUTURE C/G (REF) ~ 1. SEE SHEET 1 OF 3 FOR GENERAL TRAFFIC SIGNAL AND LIGHTING NOTES. ❑5 (2)#10; (2)#12 7 I -3: 0 (3)#6 ' 1 , gj7U 32'- am 1 5 (2)DLC � 22,E 1b � { ) EXIST. EDISON VAULT 14 (SERVICE POINT) CONSTRUCTION NOTES (THIS SHEET): 8 2 4 MOUNTO ., EXIST. FH (TYP) DETECTOR PLACEMENT DETAIL 1 ❑ 1 CONTRACTOR SHALL CONSTRUCT TYPE 332 CABINET FOUNDATION AND SHALL © FURNISH AND INSTALL #6 PULLBOX. 17' HIGH 1 111 I 0_ I FURNISH AND INSTALL TYPE 332 ALUMINUM CABINET AND CONTROLLER; THE 7 FURNISH AND INSTALL MAST ARM MOUNTED SIGN R73 -3 - J 1 I I p�G LIMIT LINE SOT ALL DETECTORS,TO BE CENTERED CONTROLLER ASSEMBLY SHALL CONSIST OF A MODEL 170 CONTROLLER UNIT _ EXIST. EP I 5 (1)DLC O MAST ARM OR or X-WALK IN LANE, UNLESS OTHERWISE NOTED EQUIPPED WITH ONE (1) MODEL 412C SYSTEM MEMORY MODULE, ONE (1) PER STANDARD PLAN ES 7N, DETAIL U . I I POLE SHAFT 400 MODEL AND BI-TRANS 200 PROGRAM. THE ASSEMBLY SHALL BE HOUSED ® FURNISH AND INSTALL 3"C w/PULLROPE AND (3) #6 CONDUCTORS, 31 U , I 1 FUTURE C/G (REF) 3 TURNS IN THE MODEL 332 CABINET, WIRED FOR 8-PHASE CAPABILITY AND INCLUDE PER S.C.E. REQUIREMENTS. CONTACT S.C.E. SERVICE PLANNER (RUDY t I I FUTURE S/W (REF) (TYPICAL) 41II"m THRU TRAFFIC LANE (TYP.) ALL ACCESSORIES NECESSARY TO PROVIDE THE PHASING AND PERFORM ALL BARGAS (909)928-8272) 48 HOURS BEFORE BEGINNING WORK. I I I I FUNCTIONS INDICATED ON THESE PLANS. THE CABINET SHALL INCLUDE CABINET g CONSTRUCT NEW A.C. PAVEMENT ROADWAY TO MATCH EXISTING CONDITIONS 1 I I I DRAWER ASSEMBLY AND CABINET LIGHT ASSEMBLY. ALL EQUIPMENT SHALL BE LEFT TURN LANE TYP. „ PER CITY OF TEMECULA STANDARDS. (SEE SHEET 3 FOR GEOMETRIC DETAILS). I � � (TYP-) ON THE CURRENT STATE OF CALIFORNIA QUALIFIED PRODUCTS LIST . GDI LOAD SWITCHES WILL NOT BE ACCEPTED. 10 PULL EXISTING 12-PAIR #19 SIC FROM EXISTING PULLBOX TO NEW 3M OPTICOM OR TOMAR SCALE: 1 20' 2 FURNISH AND INSTALL TYPE III-CF 120V/240V DUAL METER SERVICE CONTROLLER - TERMINATE SIC IN CONTROLLER CABINET, AS REQUIRED. I EMERGENCY VEHICLE PRE—EMPTION 2' n = EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: _ 1 1 FURNISH AND INSTALL #6E PULLBOX. I I I 5 (1)DLC DETECTOR MOUNTING DETAIL 6'0 10' 6'0 10' 6'0 10' 6'0 1)120V/24OV-100A (MAIN), (1)120V-50A (METERED SIGNALS), (1)240V 40A p EXIST. E P I I METERED LIGHTING), (1)120V-15A (METERED I.I.S.N.S.) AND TYPE V PEC. 12 EXIST. 2 CONDUIT w/EXIST. 12-PR. #19 SIC; INSTALL NEW CONDUCTORS 9 1 I N.T.S 5 0 10 20 30 THE CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE WHERE INDICATED. (SEE CITY OF TEMECULA TRAFFIC SIGNAL INTERCONNECT I 14 DETAIL 'A' HOOK-UPS. PLAN BUTTERFIELD STAGE ROAD, SHEETS 1 THRU 4, FOR DETAILS.) NEW EP I I ' I EQUIPMENT 13 FURNISH AND INSTALL BATTERY BACK-UP SYSTEM IN CONTROLLER CABINET; 1 1 ❑3 FURNISH AND INSTALL EMERGENCY VEHICLE PRE-EMPTION AND UNIT SHALL BE A DIMENSION SYSTEM. FURNISH AND INSTALL BATTERY I FUTURE C/G (REF) SEAL COUNTY OF RIVERSIDE 4-CHANNEL CABINET DISCRIMINATION EQUIPMENT REQUIRED IN THE CONTROLLER Q CABINET; EQUIPMENT SHALL BE 3M 700 SERIES OR TOMAR 2140 SERIES ONLY. CABINET ON REAR OF CONTROLLER CABINET AND WIRE PER MANUFACTURER'S ►� - III 1 QRpFE5S/pN4 TRANSPORTATION DEPARTMENT (SEE DETAIL 'A' FOR MOUNTING DETAILS ON MAST ARM OR POLE SHAFT). RECOMMENDATIONS. o z 1 wQ�o A. 0/- F� ROVED BY: FUTURE S/W (REF) A-, �P� y ® FURNISH AND INSTALL TYPE V PEC UNIT IN SERVICE CABINET. 14 FURNISH AND INSTALL #ST PULLBOX. 0 I ❑5 INSTALL 2 CONDUIT w/CONDUCTORS AS INDICATED. No-33950 Date /7A INTERIM PLAN ONLY DIAL- TWO WORKING 1 1 I 6/30/06 K ED A. OT AN R.C.E. No. 33950 Exp. 6/30/06 BEFORE •�• DAYS BEFORE 1 * p YOU DIG !C> TOLL FREE 1 —soo-227-2soo NOTE: THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. rF of cAa�F°�' RECOMMEN ED Date A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Drawing No. DATE BY REVISIONS ACC'D DATE SEAL —� Designed By Drawn By Checked By 1 TY 0 F T E M E U CONSTRUCTION RECORD BENCHMARK SCALE QRo�Essi0, DEPARTMENT OF PUBLIC WORKS ART F� J,REJNIAK E. TANAKA R.KAHN RECOMMENDED BYE' f,�v`,�, -� DATE: _11_ Q Q Plans Prepared Under the Supervision of: Horizontal �., p p Contractor `�' '�' No. 20285 �" - PT Y: � DATE: zz/z�::33 TRAFFIC SIGNAL AND LIGHTING PLAN (INTERIM) T-2 = 20' engineering ACCEPTED 1 E x 9 3 0 0 5 RONALD J. PARKS 3 Inspector Vertical * p * group, I11C. ROBERT KAHN R.C.E. No.20285 DEPUTY DIRECTOR OF PUBLIC WORKS BUTTERFIELD STAGE ROAD AT �lq j Cl U 1\ 4�\P TRAFFIC ENGINEERMG - KSIGN SERVICES 1 R.C.E. No. 19744 Expires 09/30/2005 PAU BA ROAD a o Date Completed 1" — 20' £ OF A�\F 20201 S.W. Birch Street, Suite 250 - Newport Beach, CA 926N Date -9/3 05 3 Sheet 2 Of 5 Phone: (949) 474-0809 Fax: (949) 474-0902 po