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HomeMy WebLinkAboutButterfield Stage Road @ De Portola Road - TS plans (2003) CITY OF TEMECULA TR FFIC I HAL/L1 HTIN N I NIN TRIPIN PL NIIWmm BUTTERFIELD STAGE ROAD AT DE PORTOLA ROAD GENERAL NOTES: 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS p DATED JULY, 1992, THE CALTRANS TRAFFIC MANUAL AND THE SPECIAL PROVISIONS FOR THIS PROJECT. p�0� 2. ANY UTILITIES SHOWN ON THIS PLAN ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN Q�.p 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. PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, A MINIMUM OF TWO WORKING DAYS PRIOR �i► TO THE START OF ANY EXCAVATION. HAND EXCAVATE FOUNDATIONS UNTIL CLEAR OF ALL SUBSTRUCTURES AND PROTECT ALL FACILITIES DURING CONSTRUCTION. opo WORK TO BE PERFORMED: 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL AFFECTED UTILITY COMPANIES �.'� AND AGENCIES AT LEAST 72 HOURS IN ADVANCE OF CONSTRUCTION. 0,1`�''i WORK FOR THIS PROJECT SHALL CONSIST OF INSTALLING A TRAFFIC 4. POLE, DETECTOR AND EQUIPMENT LOCATIONS ARE APPROXIMATE. THE ENGINEER SHALL APPROVE THE p�G SIGNAL/LIGHTING AND SIGNING/STRIPING AT BUTTERFIELD STAGE ROAD AT EXACT LOCATION OF ALL EQUIPMENT PLACEMENT IN THE FIELD PRIOR TO INSTALLATION. CONTRACTOR DE PORTOLA ROAD. SHALL POTHOLE CONFLICTING UTILITIES AS DIRECTED BY THE ENGINEER. 5. ALL VEHICLE SIGNAL HEADS SHALL BE 12" DIAMETER WITH BACK PLATES AND GELCORE (OR CITY 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 NOT BE USED. PEDESTRIAN PUSHBUTTON SIGNS SHALL BE TYPE 'B' WITH R62D SIGNS AND HAVE 6 ADA PUSH BUTTONS. 6. ALL PULLBOXES SHALL BE #5, UNLESS OTHERWISE NOTED, AND HAVE A MAXIMUM SPACING OF 200BETW ' a RAMP. ALL PULL 0 ESS AND COVERS SHALL BE CONCRETXES SHALL NOT BE E; CATED COVERS I SHALL HAVE THE" OF MARKING Y CURB"TRAFFIC ACCESS dw l�Ow� INDEX OF SHEETS: 7. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES. PEDESTRIAN SIGNALS SHALL BE BLANK DRAWING NO. DESCRIPTION DURING FLASHING OPERATION. -° . .... _ 0 8. ALL CONDUIT SHALL BE 2" MIN. INSIDE DIAMETER do RIGID STEEL, UNLESS OTHERWISE NOTED AND T-1 TITLE SHEET CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS. TRAFFIC SIGNAL/LIGHTING AND SIGNING/STRIPING PLANS NON-METALLIC CONDUIT SHALL NOT BE USED, EXCEPT FOR UTILITY SERVICE. ALL CONDUIT UNDER BUTTERFIELD STAGE ROAD AT PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING. DE PORTOLA ROAD 9. FUSED SPLICE CONNECTORS SHALL BE INSTALLED IN THE POLE HANDHOLE FOR EACH LUMINAIRE. 10. DETECTOR LOOPS SHALL BE 6' DIAMETER WITH 10' SPACING IN THE DIRECTION OF TRAVEL, T--2 TRAFFIC SIGNAL AND LIGHTING PLAN UNLESS SHOWN OTHERWISE. DETECTOR LOOPS SHALL BE TYPE 'E', LOOP DETECTOR WIRE SHALL BE MARjpOSA ROYAL CREST PL. BUTTERFIELD STAGE ROAD AT ;,+ TYPE "'I" AND LOOP DETECTOR LEAD-IN CABLE SHALL BE TYPE 'B'. DE PORTOLA ROAD 11. DETECTOR LOOP LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE ENGINEER OR HIS DESIGNATED Gl�►,' T-3 TRAFFIC SIGNING AND STRIPING PLAN REPRESENTATIVE BEFORE SAWCUTTING; NECESSARY STRIPING SHALL BE LOCATED PRIOR TOO BUTTERFIELD STAGE ROAD AT POSITIONING THE DETECTORS. DE PORTOLA ROAD 12. LUMINAIRES SHALL BE HIGH PRESSURE SODIUM WITH FULL CUT-OFF LENS, 250W INTEGRAL BALLAST. ter 13. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE TYPE 'A' AND CONFORM TO THE TRAFFIC SIGN SPECIFICATIONS, STANDARD PLANS AND STANDARD SPECIFICATIONS. 14. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF UNDERGROUND ELECTRICAL FACILITIES WITH SCE SCHEDULER: STEPHANIE NELSON (909) 928-8254. W y� 15. ALL CROSSWALKS, LIMIT LINES, CHANNELIZING LINES (87 PAVEMENT LEGENDS � k0 AND ARROWS SHALL BE THERMOPLASTIC. 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. �Ib 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 BE PLACED ON EACH CONDUCTOR OR GROUP OF CONDUCTORS IN EACH PULL BOX AND NEAR THE PROJECT LOCATION END OF EACH CONDUCTOR, WHERE THE CONDUCTORS ARE TERMINATED. 21. A CITY OF TEMECULA ENCROACHMENT PERMIT SHALL BE REQUIRED TO PERFORM WORK WITHIN THE PUBLIC R/W. CITY APPROVED PLANS DO NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR OBTAINING AND ENCROACHMENT PERMIT. A COPY OF THE PERMIT SHALL BE KEPT ON THE CONSTRUCTION SITE AT ALL TIMES. �p 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 °� 600 NECESSARY CONTROL DEVICES DURING TRAFFIC SIGNAL INSTALLATION. 23. CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. NTS, o VICINITY MAP. DIAL TWO WORKING BEFORE •u, DAYS BEFORE YOU DIG YOU DIG w I TOLL FREE 1 -800-227-2600 N A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 r� DATE BY REVISIONS ACC'D DATE SEAL Designed By Drawn By Checked By Drawing No. N CONSTRUCTION RECORD BENCHMARK SCALE �D QROFESS/04/ CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS - RT kq Fyc J.REJNIAK J.REJNIAK R.KAHN RECOMMENDED BY: Z ATE: _ _ 03 Horizontal �; Plans Prepared Under the Supervision of: o Contractor � N 028 o TITLE SHEET T- 1 NTS Q 2 5 ongineoring ACCEPTED BY: DATE. ,3 o Exp. 9/30/05E3 \(,� — RONALD J. PARKS TRAFFIC SIGNAULIGHTING AND SIGNING/STRIPING PLANS Q) I Inspector * * group, i n t OBERT KAHN R.C.E. No.20285 DEPUTY DIRECTOR OF PUBLIC WORKS n Vertical BUTTERFIELD STAGE ROAD o s�91 1 V 1 Tic ENaNEERM - oEM swicEs Date Completed £ 0� �F Date t p R.C.E. No. 9744 Expires 09/30/2005 Sheet 1 of 3 _o z NTS e A 20201 S.W. Birch Street, Suite 250 - Newport Beach, CA 92660 Exp 3 O5 AT DE P O R TO LA ROAD Phone: (949) 474-0809 Fax: (949) 474-0902 o CONDUCTOR SCHEDULE 41� � 0Y k POLE AND EQUIPMENT SCHEDULE ' 41�- 1 1P.P.B. E.P.B. POLE LOC. H.P.S.V. STANDARD SHAFT W CONDUIT SIZE AND RUN NUMBER (NEW) �+ CONDUIT SIZE AND RUN NUMBER NEW STANDARDS VEH. SIGNAL MTG. PED. SIG. P. B E AWG SIZE w r r r w w w AWG SIZE r r w w w w r -�r ` 1 NO. MOUNTED I.I.S.N.S. A OR POLE OR CIRCUIT 4 3.5 3 2 3 3 4 2-4 OR POLE OR CIRCUIT 4 3.5 3 2 3 3 4 2 IN TYPE HEIGHT SIGNAL LUMIN. MAST ARM POLE MTG. QUAD QUAD A B Luminare ' M.A. M.A. (SEE SPECIAL PROVISIONS) CURB/BERM FLOW LINE CABLE TYPE 11A3AAA � A CABLE TYPE J� z� zi� z4� AsA � 0 OR EDGE OF SHOULDER � r POLE - A - - - 1 1 LUMINAIRES 2 2 2 2 — 2 2 — 50, Q 1 A 10' — — -- TV-2—T SP-1—T 2 1 — — 16' 3.5' 12 — — _ — _ — _ 1 1 5 (2)DLC 1 ; e 26--4-80 30' 45' 15' 2—MAS SV-1 —T SP-1--T 2 1 — -- 9' 4.5' 250W Butterfield Stage P° B _ _ 1 1 1 1 1 1 #10 SIGNAL COMMON 1 1 1 1 1 1 1 2 38 / cG OONDUCTOR C - - _ 1 1 1 1 1 1 1 1 TOTAL 3 3 3 3 1 3 3 2 50, 1 1 A 10' -- - - TV—2—T S P—1—T 4 2 — — 8.5' 3.5' — -- 1 1 D 1 1 1 1 _ _ _ 1 8 SIGNAL SERVICE - - _ - - -- - - 13a 1 �O 1 D - - 2-MAS SV-1 -T SP-1—T 4 2 - — 15' 4.5' 250W De Portola 1 1 1 1 1 # � � Q 29 5 80 30 50 15 E 1 1 1 1 1 1 — _ 1 1 01 1 A 10' -- — - TV-2—T SP-1—T 6 3 — -- 15 4' — -- - - - - - 1 -- -- - �= 1 1 � 1 c� � � B.C.R.IF 02 1 1 1 1 - - - - 1 02 - 2 2 2 2 1 1 1 Wt o G 1 — — — — 1 �3 _ _ _ _ _ _ 1 1 1 1 1 QF 26-4-80 30 45 15 2—MAS SV-1 —T SP--1—T 6 3 8 2 8 4 250W Butterfield Stage I •g 3 _ 1 _ — _ _ — — — 1 1 _ _ _ _ + 1 1 1 1 Q 1 A 10' — — — TV—2—T S P—1—T 8 4 — — 9' 3.5 — — CIE: FOR "Aw AND rBr DIMENSIONS, SEE POLE SCHEDULE CONDUCTOR H - - - - - - 1 04 4 4 4 4 1 1 1 1 , OR AS DIRECTED BY ENGINEER TOTAL 4 3 _ 1 1 2 3 8 DLC " 05 — — — - 1 1 1 1 1 1 ' QQ 29-5-80 30 50 15 2—MAS SV-1 —T SP-1—T 8 4 8 4 1613.5' 250W De Portola4 3 2 1 1 2 3 8 TYPE B 1 1 15 1 (TYPICAL SIGNAL POLE PLACEMENT, UNLESS SHOWN ON PLANS) I.I.S.N.S. 2 2 2 2 — 2 2 — 06 3 — — — — — -- 3 1 , 1 1 1 . 12 1 ■ EXACT POLE LOCATIONS DETERMINED BY FIELD ENGINEER; POTHOLE POLE FOUNDATIONS PRIOR TO ORDERING POLES. SIGNAL STANDARD PLACEMENT DIMENSIONS #12 P.E.C. — — — — — — — — 07 1 1 1 — — -- — 1 ,1 12 1 2' 1 ♦ E.P.B.= EQUESTRIAN PUSH BUTTON (PUSH BUTTON ASSEMBLY AND EQUIPMENT LOCATIONS TOTAL 2 2 2 2 — 2 2 -- 08 - - -- - - - 3 3 17 1 1 W EQUESTRIAN PLATES MOUNTED ON POLE 7' HIGH DETECTOR PLACEMENT DETAIL 1 1 1 � � TOTAL 9 5 5 - 3 3 7 16 1 1 ' 1 � 1 1 1 1 LIMIT LINE I��QTE• ALL DETECTORS TO BE CENTERED E.V.P. CABLE 2 2 1 1 1 1 4 1 1 ' 1 or X-WALK IN LANE, UNLESS OTHERWISE NOTED 1 1 � �5 (2)DLC 11 1 1 1 3 TURNS �.■ THRU TRAFFIC LANE (TYP.) (TYPICAL) 6 �1 1 � 1 , l l 3 1�, fm 13 1 1 1 LEFT TURN LANE (TYP.) 1 4 �. _ 1 - I p 11 2 3 IF QUADRANT DETAIL% 2' PEDESTRIAN/EQUESTRIAN XIST. EDISON VAULT 6'0 10' 6'0 10' 6'0 BU10' 6'0 1 1 PUSH BUTTON LOCATION (SERVICE POINT) I ERFIELD STAGE ROAD ' 1 1 1 � _20 , �. 6 {TOP VIEW) n W __ __ __ __ __ 1NIS G _- -- -.... -- --�......_ W lie D \ - - - ----- - ---r- - - - - — - --- - ---- - - - - --- - -- - -- - — - --- - OH.�5' EXIST C/G (TYP) (2)DLC EXIST C/G (TYP) � 1 � 1 (2)DLC 8 5 )DLC 5 5 6 1 7 3 03/08 03\ 0 EXIST P.P. (TYP) 00 Ln 1 � 06 1� 1 1 8 PO N EXIST. RAISED MEDIAN 3 �1/ 1 11 \ Ii � +00 2 + 1�� 11 24+00 1 25+00 _ 26+00 29+ 0 o 1 T EXIST. RAISED MEDIAN 350 TO 11 05 1 02 05 ' 410 TO N = X-WALK N 1 1 1 1 / t X-WALK _ 1 � r 2 -U-) 1 CB �EXIST16E-PB.� — _ - - - - - - �... - - - - - - - -- ._ - - - - - _ — ..._ - -- - - __ ._ - - - - - - ___ - - - - - � FUTURE F/G (�rp � 13 3 44/�7�� 1 1 — — — — -- - - - - - - - - -- - - — — — -- - - - �IEW �P�IYP) — _ _ _ - - - - - - - — — — - - - - _ ._ - - - � __ - - - - - - - - - - - - -- ---1 - - — - - - - - - � - - -- -- -- - - - - - - --- -- - - - - - - - _e• M- - - - - -- --- - - - - - - -- - - - - _. - - - - - - - - - - - - - - - 4 � 1 _ _ - -- _ - - - - - :yl � --- - - __ __ __ - - - - - _ 1 0 " 2 4 1 0� J-E](2)#10; (2)#12 EXIST. 2 CONDUIT 12-PAIR #19 SIC (TYP) �rrr �rrr •r �rrrWr _ �yrrrr ��- SwF F�r , -�'7 ', ^- 4 - �5 (1)DLC 5 (1}DLC �5 (1)DLC C 7 - __ _ _ __ __ _- -- -- __ -- -- �----E-M`E­RGEN­C—Y _ __R W __ ________ __ __ ...-_ __ O % 1. 1 \ ..- ---� R W --- 5 1 F=15 1 � 5 (3)#6 2 4 VEHICLE 12 PRE-EMPTION DETECTOR GENERAL NOTES: Mimi 1 1 1 a 1 14 CONSTRUCTION NOTES (THIS SHEET): HE 1 OF 3 FOR GENERAL TRAFFlC SIGNAL AND LIGHTING NOTES. 1 1 [1] CONTRACTOR SHALL CONSTRUCT TYPE 332 CABINET FOUNDATION AND SHALL 0 FURNISH AND INSTALL MAST ARM MOUNTED 1. SEES ET �` 1 7 FURNISH AND INSTALL TYPE 332 ALUMINUM CABINET AND CONTROLLER; THE SIGN R73 3, PER STANDARD PLAN ES 7N. Q 1 1 1 1 1 , CONTROLLER ASSEMBLY SHALL CONSIST OF A MODEL 170 CONTROLLER UNIT ® FURNISH AND INSTALL 3"C w/PULLROPE AND (3) 1 1 1 1 6 y 6 EQUIPPED WITH ONE (1) MODEL 412C SYSTEM MEMORY MODULE, ONE (1) #6 CONDUCTORS, PER S.C.E. REQUIREMENTS. 1 1 1 / 400 MODEL AND BI--TRANS 200 PROGRAM. THE ASSEMBLY SHALL BE HOUSED CONTACT S.C.E. SERVICE PLANNER (STEPHANIE 1 1 1 1 IN THE MODEL 332 CABINET, WIRED FOR 8-PHASE CAPABILITY AND INCLUDE NELSON (909)928-8254) 48 HOURS BEFORE 1 1 1 1 ALL ACCESSORIES NECESSARY TO PROVIDE THE PHASING AND PERFORM ALL BEGINNING WORK. 1 1 1 FUNCTIONS INDICATED ON THESE PLANS. THE CABINET SHALL INCLUDE CABINET g a.. � 1 � DRAWER ASSEMBLY AND CABINET LIGHT ASSEMBLY. ALL EQUIPMENT SHALL BE Q CONSTRUCT NEW A.C. PAVEMENT ROADWAY, TO p 1 1 r 1 ON THE CURRENT STATE OF CALIFORNIA "QUALIFIED PRODUCTS LIST". GDI LOAD MATCH EXISTING CONDITIONS, PER CITY OF O SWITCHES WILL NOT BE ACCEPTED. TEMECULA STANDARDS. (SEE SHEET 3 FOR GEOMETRIC DETAILS) MAST ARM 11 1 1 1 1 1 2 FURNISH AND INSTAL TYPE III--CF 120V 240V DUAL METER SERVICE 10 CONSTRUCT A.C. BERM AND LANDING W/CASE p 1 / E ACCESS RAMP, PER CALTRANS STD. PLAN 1 1 � EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: 1 1 1 1 31 12' 15 , , 1)120V/24OV-100A (MAIN), (1)120V-50A (METERED SIGNALS), (1)240V-40A A88A. 1 11 1 1 METERED LIGHTING), (1)120V-15A (METERED I.I.S.N.S.) AND TYPE V PEC. R11 FURNISH AND INSTAL 2" CONDUIT; PULL 1 11 1 26' 1 THE CONTRACTOR SHALL PROVIDE FOR ALL REQUIRED ELECTRIC SERVICE EXISTING 12-PAIR #19 SIC FROM EXISTING 1 1 HOOK--UPS. PULLBOX TO NEW CONTROLLER - TERMINATE 1 1 1 507 FURNISH AND INSTAL EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT AND SIC IN CONTROLLER CABINET, AS REQUIRED. 1 1 4-CHANNEL CABINET DISCRIMINATION EQUIPMENT REQUIRED INT THE t 1 1 Fl-21 FURNISH AND INSTAL #6E PULLBOX. 38 CONTROLLER CABINET; EQUIPMENT SHALL BE 3M 700 SERIES OR TOMAR 2140 13 FURNISH AND INSTAL POLE MOUNTED 3M OPTICOM OR TOMAR 11 SERIES ONLY. SEE DETAIL A FOR MOUNTING DETAILS ON MAST ARM.1 24 SIGN R13A, PER CALTRANS STD. PLAN R54. EMERGENCY VEHICLE PRE—EMPTION 11 1 E](2)DLC 4 FURNISH AND INSTAL TYPE V PEC UNIT IN SERVICE CABINET. DETECTOR MOUNTING DETAIL 14 FURNISH AND INSTALL BATTERY BACK-UP SYSTEM -- �5 INSTALL 2" CONDUIT w/CONDUCTORS INDICATED. IN CONTROLLER CABINET; UNIT SHALL BE A DIMENSION N.T.S © FURNISH AND INSTALL #6 PULLBOX. SYSTEM. FURNISH AND INSTAL BATTERY CABINET ON DETAIL 0Aw 1 REAR OF CONTROLLER CABINET AND WIRE PER 1 1 o MANUFACTURERS RECOMMENDATIONS. 1 � w 1 11 1 0 1 0 6 P / 04 \ 04 �s — 0 6 P 07 07, UNDERGROUND STRUCTURE ' 1 1 1 1 N X 05 �1 01 �5 �5 -1 1 0 1 100 ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN 1 O 02 ON THE RECORDS EXAMINED ARE INDICATED WITH TRIER APPROXIMATE LOCATION AND EXTENT. THE OWNER 1 1 1 1 1 6� &1g�- /if 02 1 L 4 01\\ �3 1 BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME 1 1 1 Id�1 _ — _ — � 03 T T DIAL TWO WORKING LIABILTY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTANCE OF 1 1 1 ' 1 t / 02P �2P \ 08 08 SCALE: 1 " = 20' BEFORE .. DAYS BEFORE UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE 1 1 1 1 1 YOU DIG YOU DIG PUBLIC RECORDS EXAMINED: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO ` 1 ` PHASE SEQUENCING w PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE 1 TOLL FREE 1 -800-227-2600 SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR NOTE: THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. PHASE DIAG RAM 5 0 10 20 30 0 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STRUCTURES CONCERNED BEFORE STARTING WORK. ff o SEAL O�LSS� Designed By Drawn By Checked By Drawing No. N CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCHMARK SCALE o QR 4Nq� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ART F� J.REJNIAK J.REJNIAK R.KAHN RECOMMENDED BY: /���TIE:_/_ I Q Horizontal =~ � A Plans Prepared Under the Supervision of: LQ r, Contractor Cr 03 TRAFFIC SIGNAL AND LIGHTING PLANT-2 T: © 1„ _ �, No. 20285 enginnnring ACCEPTED BY: DATE. q cn o � Exp. 9/30/05 * * inc. DEPUTY �. PARKSp TTERFIELD STAGE ROADi Inspectorgroup ROBERT KAHN R.C.E. No.20285 oEPurr DIRECTOR OF PUBLIC WORKS B U no o Vertical s X�. _ ` d Sheet of o o l9l£ Fo`��' �� �Na � �+ �� Date R.C.E. No. 19744 Expires 09/30/2005 AT DE PORTOLA ROAD �- 2 3 Date Completed 1 _ 20' 4F- C p,1 � 20201 S.W. Birch Street, Suite 250 Newport Beoch, CA 92660 Ex . g 3 05 rn z — Phone: (949) 474-08M Fax: (949) 474-0902 P o