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HomeMy WebLinkAboutButterfield Stage Road @ La Serena Way (PW15-11TS) 9EA0"L /VOTES T"FF/CSISA(4L AAA L/GHTIAW ® /,' 1. ALL WORK MATERIAL AND EQUIPMENT SHALL CONFORM TO THE PROVISIONS OF THE STANDARD PLANS 7c9Z 4 AND SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS), DATED 2010, AND THE SPECIAL PROVISIONS. 2. A CITY OF TEMECULA ENCROACHMENT PERMIT SHALL BE REQUIRED TO PERFORM WORK WITHIN THE � IV To Riverside PUBLIC RIGHT-OF-WAY. CITY APPROVED PLANS DO NOT RELIEVE THE CONTRACTOR FROM THE To Hemet - - RESPONSIBILITY OF OBTAINING AN ENCROACHMENT PERMIT. A COPY OF THE PERMIT SHALL BE KEPT o Corona ON THE CONSTRUCTION SITE AT AL TIMES. , LOCAT/O/V 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A DETAILED TRAFFIC CONTROL PLAN FOR ANY LANE CLOSURES ASSOCIATED WITH THE TRAFFIC SIGNAL CONSTRUCTION. VIM, a , .. � 77 � � �� ' Temecula 4. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE ONLY. THE CONTRACTOR - 4� w .a SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION AND DEPTH OF ALL UTILITIES INCLUDING -� '.. •, s ;, . ;� g .A �, - d ` Q OR THOSE NOT SHOWN ON THE PLAN PRIOR TO START OF WORK. CONTACT UNDERGROUND SERVICE ALERT AT (800) 422-4133. :. <. r 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN ELECTRICAL PERMIT FROM THE CITY S BUILDING AND SAFETY DEPARTMENT FOR THE SERVICE PEDESTAL. K. a , 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL THE NECESSARY PERMITS AND k t � . NOTIFYING THE AFFECTED AGENCIES AT LEAST 72 HOURS PRIOR TO START OF WORK. 7. UNLESS SHOWN OTHERWISE, INDUCTIVE LOOP DETECTORS SHALL BE 6 FOOT IN DIAMETER WITH 10 FOOT SPACING IN THE DIRECTION OF TRAVEL. LOOP DETECTORS SHALL BE TYPE "E", LOOP ;;I �;. h < DETECTOR WIRE SHALL BE TYPE "2" AND DETECTOR LEAD-IN CABLE SHALL BE TYPE "B". PRIOR TO �` �} . "'�"'. INSTALLATION, THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE SHALL VERIFY ALL LOOP '` DETECTOR LOCATIONS IN THE FIELD. ALL NECESSARY STRIPING SHALL BE IN PLACE PRIOR TO „i ,° r•- - A `ate !//C/A//1"Yh1.4P POSITIONING OF DETECTORS. LOOP DETECTORS SHALL BE SEALED WITH A "HOT MELT SEALANT". WT IV SC&E To S Diego an 7 8. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLA11ON GUIDELINE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE APPROPRIATE NUMBER OF CONDUCTORS REQUIREDe _` r FOR THE INTENDED OPERATION. `" =' 9. ALL VEHICLE SIGNAL INDICATIONS SHALL BE 12 INCH. THE SIGNAL HOUSING, BACKPLATES AND IL ..�. VISORS SHALL BE METAL. PLASTIC SIGNAL HEADS AND LENSES ARE NOT PERMITTED. ALL VEHICLE ' A e SIGNAL INDICATIONS SHALL BE LED (DIALIIE OR CITY APPROVED EQUAL) (IlE SPECIFICATION "CLEAR IMYOE/(rTOBEDONE/B/D17,wFA S,�° ',: • �:-��" LENS" WITH 15-YEAR WARRANTY). ^� /TE/11 EST/h1.4TE0 10. ALL PEDESTRIAN SIGNALS SHALL BE COUNTDOWN. PEDESTRIAN INDICATIONS SHALL BE TYPE A WITH ND, DESCR/PT/ON QUINT/TY UN/T INTERNATIONAL SYMBOL DISPLAYS. PEDESTRIAN SIGNAL INDICATIONS SHALL BE LED (DIALITE OR CITY . ` APPROVED EQUAL) (ITE SPECIFICATION "CLEAR LENS" WITH 15-YEAR WARRANTY). PEDESTRIAN PUSH 1 MOBILIZA TION BUTTON SIGN MOUNT SHALL BE TYPE "B" WITH TAMPER PROOF SCREWS, 5"X7j"-R10-3B (MUTCD) „ ro ' . /DEMOBILIZATION 1 LS SIGNS AND ADA "BULLDOG" PUSH BUTTONS WITH TAMPER PROOF SCREWS. d' '• ` 11. ALL PRE-EMPTION SHALL BE TOMAR 4140 SERIES WITH SELF TEST DETECTOR OR CITY APPROVED r, 2 TRAFFIC CONTROL 1 LS EQUAL. ALL EVPE OPTICAL DETECTORS SHALL BE MOUNTED ON SIGNAL MAST ARM BY CLAMPING METHOD. PRIOR TO INSTALLATION, THE ENGINEER OR DESIGNATED REPRESENTATIVE SHALL DETERMINE 3 NPDES COMPLIANCE 1 LS THE EXACT LOCATION OF DETECTOR IN THE FIELD. 12. ALL PULL BOXES SHALL BE NO. 6, UNLESS OTHERWISE NOTED ON THE PLANS. PULL BOXES SHALL 4 TRAFFIC SIGNAL INSTALLATION 1 LS NOT BE LOCATED IN OR WITHIN 1 FOOT OF ANY CURB ACCESS RAMPS OR DRIVEWAY. ALL PULL BOXES AND COVERS SHALL BE CONCRETE AND SHALL BE MARKED "TRAFFIC SIGNAL". 5 MODIFY EXISTING CURB RAMP APPROACH AND ��® � INSTALL CAST IN PLACE TRUNCATED DOME 2 EA 13. THE CONTRACTOR SHALL VERIFY WITH THE ENGINEER THE EXACT LOCATION OF ALL TRAFFIC SIGNAL � e EQUIPMENT PRIOR TO INSTALLATION. 14. ALL CONDUITS SHALL BE 3-INCH RIGID STEEL UNLESS OTHERWISE NOTED. ALL STUB-OUTS SHALL 6 SIGNING AND STRIPING 1 LS BE 3-INCH CONDUIT. NON-METALLIC CONDUIT WILL NOT BE ALLOWED. ALL CONDUIT UNDER ROADWAY SECTION SHALL BE INSTALLED WITHOUT OPEN CUTTING. 15. EACH CONDUCTOR SHALL BE PERMANENTLY IDENTIFIED. IDENTIFICATION SHALL BE BY DIRECT 9,FAS"L AOTEYaf//i9)Vh M9,4NOSTRI)7%VSs 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 1. STRIPING, SIGNING OR PAVEMENT LEGENDS SHALL NOT BE INSTALLED PRIOR TO FIELD INSPECTION AND THE END OF EACH CONDUCTOR WHERE THE CONDUCTORS ARE TERMINATED. APPROVAL BY THE INSPECTOR. 16. LUMINAIRES SHALL BE 85 WATT "POWERLUX INDUCTION" WITH FULL CUT-OFF LENS. 2. ALL PAVEMENT MARKINGS AND SIGN LOCATIONS MUST BE INSPECTED AND APPROVED BEFORE STRIPING BEGINS. THE INSPECTOR SHALL DETERMINE THE EXACT LIMITS OF THE MATCH STRIPING. 17. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE TYPE "A" MCCAIN SIDE MOUNT CERTIFIED 3. ALL R1 SIGNS AND WARNING SIGNS SHALL USE HI-INTENSITY GRADE REFLECTIVE SHEETING AND BE A MINIMUM LED WITH BANDABLE BRACKETS. SIGN LEGEND SHALL BE TYPE E (M) UPPER AND LOWER CASE OF 30"X30". OTHER REGULATORY OR GUIDE SIGNS MAY BE ENGINEERING GRADE REFLECTIVE SHEETING. LETTERING. ALL IISNS SHALL BE EIGHT (8) FEET WITH LED TUBES. PROJECT INTERSTATE 4. 15 UNLESS OTHERWISE STATED, ALL STRIPING SHALL BEGIN AND TERMINATE AT QUARTER DELTA OF THE CURB 18. UNDERGROUND TRAFFIC SIGNAL CONDUCTORS SHALL NOT BE SPLICED. RETURN, OR BACK OF THE CROSSWALK OR STOP BAR. 19. ANY LANDSCAPING DAMAGED BY THE TRAFFIC SIGNAL CONSTRUCTION SHALL BE REPAIRED OR sE��NP wAr 5. ALL R1 SIGNS WILL BE LOCATED 2 FEET BEHIND CURB AT THE B.C.R. OR AS SPECIFIED ON THE PLAN. REPLACED TO THE SATISFACTION OF THE ENGINEER AND THE PROPERTY OWNER. Qo 6. ALL STOP BARS WILL BE LOCATED AT THE PROLONGATION OF THE QUARTER DELTA OF THE CURB RETURN OR RANCHO BEHIND THE WHEELCHAIR ACCESS RAMPS UNLESS OTHERWISE SPECIFIED ON THE PLAN. 20 TRAFFIC THE SGNA CONTRACTOR TURN ON. E RESPONSIBLE FOR COMPLETING ALL "PUNCH LIST" ITEMS PRIOR TO Cq< N/ Uj 7. THE STOP LEGEND SHALL BE 8 FEET BEHIND THE STOP BAR. IF REQUIRED, DIRECTIONAL ARROWS SHALL ALSO "PLUG-IN" .4q \ BE 8 FEET BEHIND THE STOP BAR OR 8 FEET BEHIND THE STOP LEGENDS. 21. ALL FIBER OPTIC PLUG-IN MODEMS SHALL BE GDI-FDM 170 SERIES OR CITY APPROVED EQUAL. p 90 Q o 8. ALL PAVEMENT MARKERS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST VERSION OF THE 22. ALL FIBER OPTIC "STANDALONE" MODEMS SHALL BE GDI-FDM2SA SERIES WITH INTERNAL FSK MODEM �� o W CAUFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND CALTRANS STANDARD PLANS: A20-A a THROUGH A24-E. OR CITY APPROVED EQUAL. �� K m 9. STREET NAME SIGNS SHALL BE INSTALLED AT ALL INTERSECTIONS AND MAY BE INSTALLED ABOVE THE R1 SIGN OR AS SPECIFIED ON THE PLAN. 10. THE POST MATERIAL SHALL BE "TELESPAR QWIK-PUNCH" OR APPROVED EQUAL WITH RECEPTIVE 30-INCH OR 36-INCH ANCHOR ASSEMBLY. 11. ALL PAVEMENT STRIPING AND LEGENDS SHALL BE INSTALLED PER SECTION 84.3 OF THE CALTRANS STANDARD SHEET//1/DEX SPECIFICATIONS. 12. ALL CONFUCIING PAVEMENT LEGENDS, STRIPING, AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET (D ':14SB!!/LT" TITLE SHEET T-1 1 Of 2 SANDBLASTING PER SECTION 15 OF THE CALTRANS STANDARD SPECIFICATIONS. 13. ALL PAINTED PAVEMENT STRIPING AND LEGENDS SHALL BE DOUBLE COATED IN NOT LESS THAN 7 DAYS, BUT DATE T"AW SIA9AVW /A/STW L4T/OA/PL dA/ NO MORE THAN 14 DAYS FROM DATE OF INITIAL INSTALLATION. DIAL TWO WORKING RCE EXP. 14. ALL PAVEMENT MARKINGS AND LINES 8" OR WIDER SHALL BE THERMOPLASTIC UNLESS OTHERWISE APPROVED BEFORE O DAYOU DIG FIE REVIEWED BY- BUTTFRFIELD STAGE ROAD AT LA SERENA WAY IS-1 2 of 2 COUNTY OF RIVERSIDE � - BY THE DEPARTMENT OF PUBLIC WORKS. YOU DIG TOLL FREE 1-800-227-2600 15. ALL PAVEMENT STRIPING SHALL HAVE RAISED PAVEMENT MARKINGS (RPM) PER SECTION 85 OF THE CALTRANS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT INSPECTOR DATE APPROVED BY: DATE: 3' 7 STANDARD SPECIFICATIONS. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SEAL: oQR ONq� WI LLDAN ing DESIGNED BY: �I .� ( Drawing No. OFEASS/ 1'� RECOMMENDED BY: ��//�. �' 1 • l 1,�• DATE: * lZe. . DEPARTMENT OF PUBLIC WORKS M Fy Englneenng BB � CITY OF TEMECULA Contractor HORIZONTAL �'F' �'t/ c'yJ. 2401 East Katek Ave,Site 450,kehm Ca7orm 928D6 AVLIN R ODVIAR,SENIOR ENGINEER Q r" 714/978-8200 fax 714/978-8299 DRAWN BY: J ;;, TCAit; N. T S. N0. 67583 w " ' ACCEPTED BY: ��"1 ,' / I I i� �+�- DATE: 3 %>~ TITLE SHEET Inspector * EXP. 06-30-17 * PREPARED UNDER THE SUPERVISION OF: BB P TRICKA.THOMASL/ �J �- J'J _ DIRECTOR OF PUBLICWOR�/CITYENGINEER TRAFFIC SIGNAL INSTALLATION Date Completed VERTICAL q� CI V1� ��' CHECKED BY: - y p OF c h�_O�) 3/21/17 VM R.C.E.No. 44223 ;� � $94 PROJECT N PW - C O. 15 11 SHEET 1 OF 2 «« �y w_ M VANESSA MUNOZ R.C.E. 83 DATE {'Aizs' i°"' CONDUCTOR SCHEDULE o 1 POLE SCHEDULE In AWG SIZE, WIRE RUNS STANDARD LUMINAIRE ISNS SIGNAL MOUNTING PED PUSH BTN POLE LOCI OR CONDUCTOR PHASE DIAGRAM 1 r No. I TYPE HEIGHT SIG.M.A. LUM.M.A. INDUCTION LEGEND MAST ARM POLE I PED PHASE QUAD A g REMARKS CABLE TYPE AA2 AAAJAAA GROUP A GROUP B W3-3 16 POLE A 1 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� �_\ 1 A 29-5-100 30' 50' 15' 85W La Serena Way MAS,MAS SV-1-T SP-1-T 8 4 14' 3' F=20' 12 POLE B 1 1 1 1 - _ - _ - _ - _ - _ - _ c� Y , 14I O CSC POLE c 1 1 1 1 > > - _ - _ - _ - _ - _ Z <}--�> FUTURE 1 I } O 1-A 10' v POLE D 2 1 2 1 2 1 2 1 - _ - _ - _ - _ 01 02 03 04 Z O 24-4-100 30' 25'* 12' 85W Butterfield Stage Rd MAS SV-1-T SP-1-T 2 1 13' 3' POLEPOLE F 1 1 _ - _ - _ - i 1 i 1 i 1 1 1 Cq A D 1-A 10' - - - - - TV-2-T SP-1-T 4 2 12' 3' POLE G _ - _ - _ - _ - _ } { FUTURE Y 32 1 2 , 2 1 z ®— �� O 29-5-100 30' 55' 15' 85W La.Serena Way MAS,MAS SV-1-T SP-1-T 4 2 14.5' 6.5' F=20' CSC POLE H 2 1 - _ - _ - _ 2 1 - _ - _ - _ ZE M6U l TOTAL CABLES 11 8 4 3 3 2 2 1 6 4 4 3 2 2 1 1 v 05 1 06 1 07 08 0 F 1-A 10' - - - - - TV-1-T SP-1-T 6 3 14' 3' 10 LUMINAIRES - 2 1 2 - 2 1 2 2 1 2 "1 O 24-4-100 30' 25'* 12' 85W Butterfield Stage Rd MAS SV-2-TA SP-1-T 6 3 13' 3' 12 IISNS - 2 2 - 2 2 2 210 11. 12' 01 DETECTOR 1 - - - 1 - - - LEGEND: 70 1 1 1 132' ! 2, O 1-A 10' - - - - - TV-2-T SP-1-T 8 4 13' 3' f�2 DETECTOR 4 4 4 4 - - - - � 416E NU= /A 1 In ALL EQUIPMENT IS NEW 1 03 DETECTOR* 1 1 - - - - - - � - PROPOSED EMERGENCY VEHICLE PREEMPTION (EVP) �-+ w [ // V' o // .� * - MODIFY MAST ARM BUTT PLATE TO FIT SIMPLEX MOUNTING ON ECR DLC 04 DETECTOR 4 - - - 4 4 4 - _ �// -;-- -- z µ TYPE 24-4-100 POLE (FUTURE 35' MAST ARM)PROPOSED A TYPE �f5 DETECTOR 1 1 1 1 - - - - � DETECTOR TYPE D BICYCLE LOOP + � �}/ti 22' 11 �•� 2 5 >� „ „ 1DLC 7 S, I �, >,�s 4 2 B 06 DETECTOR 4 - - - 4 ( A 07 DETECTOR* 1 - - - 1 1 1 - � i 0 17 B 08 DETECTOR 3 3 - - - - - - TOTAL 19 9 5 5 10 5 5 - F •4 3 m EVPE CABLE 4 1 1 - 2 2 1 1 0 7 GO QUADRANT DETAIL CONDUIT 2-4" 4" 4" 3" 4" 4" 4" 3" 8I - 6 PEDESTRIAN PUSH BUTTON LOCATION STANDARD PLACEMENT DETAIL CONDUIT FILL 90 25 21 15 17 24 17 12 9 # ' ` , I - (TOP VIEW) (EXACT LOCATION BY ENGINEER IN THE FIELD) 9 © CONDUIT AND CONDUCTORS ARE NEW BUTTERFIELD STAGE O • ,� -417L o H 17 10 ROAD 7 2 DLC 16 COIL DLC IN ADJACENT PULL BOX FOR FUTURE USE. O am III __ _. (V ___ -- G .---.— __ _______ —_•_ ___ — -- }-- --I- I --- - .. _ _ __ — .- .� 2� —.__---- -- _ __ -. ._ -_ �. __ __ N CR LE ______ _W9-�•,R8-3m — �� . .... ...._.. � _ _ _� ._ ._. �® _ _ 0_ ,_. _ ...9a _'"_._....�. "T T -I g R3-4 5 �5 M I — RM __..���s- ._.........�--- ._..,._.._._..,._..__,..._...,_..._._._.....�....�...._..�.�.__,....._...._.,_..._,__...�. ._.. I N._._..-..__.....-.._.__...._.,...__..._.,. 10� �8 3 � R M a, RM ._. _._� _....._.—_ I _.r�. _ - __ _�_ ._._ —__ __ _ _ q- s__ _ ._ —._.___j } � (335') 9 '� RM RM -- 12 I RM -` 6J2L —. _ - __ to - I - �6 1 - RM -. JOIN 38 405 TO --- - 5 R73-2(CA) "� CROSSWAL�C' .._._.,_.. -- ., �. R4-7, TYPE K y �5 _ 189 1 �,�, 0 195 7 -- �' CITY OF ILME�ULA I - _ 1111 U 9 (335') CITY 0 TEMECULA RIVERSIDE COUNTY 5J1 U . 38 ,R73-2(CA) 5 w RIVERSIDE OUNTY r R4-7, T'� K I�tC SSWA N RM 02&05 3 C14 5 I 6 N `1? 405' TO i LK to WA cv 12 LO .� 4�� `ram\� 2" C» 2#10(LUM) i+y 3 C., PULL ROPE c. RM 'a� (Np) 11 CO �n _ 10' 1 13 (FLIT SIC) 212E — ._ ,�- -- -- — _ - __ - r� 3 04i I_ ! 1 14 ._ -- — Ln I _ - _. -- c� 38 ILO — a o ,. �� 5 R3 4 Cr RS 3 I 11 RM 5 _ _ _ ._ _ - _ I r � - 04 __ _ _____ O R8-3a _---- --�" EX 3" C., PULL 10 Op 15 ! }' 0 8J7U P CB ROPE (FUT SIC) ' ` I 00 15 2 4 CONSTRUCTION NOTES 7 2 DLC 4 - $. I ;; 2" C., 2 Slc ❑ CONTRACTOR SHALL CONSTRUCT TYPE 332 CABINET FOUNDATION AND SHALL FURNISH AND INSTALL TYPE 170E ` 3 / I ( ) CONTROLLER ASSEMBLY IN A TYPE 332 CABINET. THE CONTROLLER ASSEMBLY SHALL BE EQUIPPED WITH ONE ' 1 3 8 (1) MODEL 412C SYSTEM MEMORY MODULE, ONE (1) GDI MODEM AND MCCAIN SYSTEMS MC1 OR 233 22OPTICAL DETECTOR PROGRAM. THE CONTROLLER ASSEMBLY SHALL BE HOUSED IN A TYPE 332 CABINET WIRED FOR 8 PHASE I27' _.__9 279 -- B 2 (MODEL 2090-1-ST) OPERATION AND INCLUDE FUNCTIONS INDICATED ON THE PLANS. THE CABINET SHALL INCLUDE CABINET DRAWER C - ---- / 10 ', 8J6L; 0 1 %20 TO .3/4" ASSEMBLY AND CABINET UGHT ASSEMBLY. THE CABINET'S POUCE PANEL SHALL BE EQUIPPED WITH A 0 1p RECER CONNECTION FOR A TRAFFIC SIGNAL CONTROLLER MANUAL OVERRIDE SWITCH. ALL EQUIPMENT SHALL BE ON 1 4 1 O MAST ARM MOUNTING CLAMP THE CURRENT STATE OF CALIFORNIA "QUAUFIED PRODUCTS UST". GDI LOAD SWITCHES WILL NOT BE ACCEPTED. ! o (PELCO NO. AB-121) THE TYPE 332 CABINET'S POWER DISTRIBUTION ASSEMBLY SHALL BE "MERCURY FREE". I a FURNISH AND INSTALL DUAL-METERED TYPE III-CF SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING CIRCUIT BREAKERS: 120/240V 100AMP MAIN, 120V 50AMP METERED SIGNALS, 240V 40 AMP METERED LIGHTING, 120V 15AMP ' MAsrARM METERED IISNS, AND DUAL TYPE V P.E.C. THE TYPE III-CF SERVICE ENCLOSURE'S CONTACT SWITCH SHALL BE I` "MERCURY FREE". ` 3 FURNISH AND INSTALL EMERGENCY VEHICLE PRE-EMPTION EQUIPMENT AND REQUIRED 4-CHANNEL DISCRIMINATION 8J6UI g C ? EQUIPMENT IN THE CONTROLLER CABINET. MOUNT EVPE OPTICAL DETECTORS ON MAST ARM AS SHOWN ON DETAIL "A". VAR " " ❑4 FURNISH AND INSTALL TYPE "V" PEC UNIT IN SERVICE CABINET. ! VAR 44' CROSSWALK OR LIMIT LINE DETAIL A 44 � (No Scale) a FURNISH AND INSTALL MAST ARM MOUNTED SIGN PER CALTRANS STD. PLAN ES-7N, DETAIL 'I I €� PE E LOOP DETECTOR 6' DIA. (TYP.) 6 FURNISH AND INSTALL 3" CONDUIT WITH PULLROPE PER S.C.E. PLAN NO. 878731_0.01. TYPE D MODIFIED LOOP CONSTRUCTION NOTES (CON D) DETECTOR 6' DIA. (TYP.) THRU LANE ❑7 FURNISH AND INSTALL 2" CONDUIT WITH CONDUCTORS AS SHOWN. (FRONT LOOPS) ram' ❑ FURNISH AND INSTALL "ALPHA" BATTERY BACK-UP SYSTEM IN CONTROLLER CABINET. FURNISH AND INSTALL BATTERY 1 1 INSTALL 12" WHITE CROSSWALK AS SHOWN. 0' LEFT TURN LANE CABINET ON REAR OF CONTROLLER CABINET AND WIRE PER MANUFACTURER'S SPECIFICATIONS. BATTERY BACK-UP 12 INSTALL 50' WHITE LINE WITH TYPE G MARKER AT EACH END. (TYP) .�� CABINET DIMESNIONS SHALL BE 27"H x 24"W x 8"D. 13 RELOCATE R3-8a SIGN AND POST NORTHERLY TO CLEAR NEW CONTROLLER AND SERVICE EQUIPMENT. ❑9 GRIND EXISTING UP AND INSTALL YELLOW DETECTABLE WARNING SURFACE (TRUNCATED DOMES) ON 20 EXISTING CURB RAMP PER SPPWC STD. PLAN NO. 111-5. 14 INSTALL "SIGNAL" PAVEMENT LEGENDS WITH 40' SPACING O.C., ADJACENT TO W3-3 SIGN AS 10 REMOVE AND SALVAGE EXISTING R1-1, R1-4, SNS AND POST COMPLETE AFTER SHOWN. NOTE: LOOP DETECTORS TO BE CENTERED IN THE LANE SIGNAL TURN ON. 15 RE-ROUTE SIC AND STREET UGHTING CONDUIT AS NECESSARY TO ACCOMODATE NEW TRAFFIC SIGNAL POLE. p D 16 REMOVE EXISTING W3-1 AND "STOP AHEAD" SIGNS. INSTALL NEW SIGN ON EXISTING POST AS NOTED. LOOP DETECTOR PLACEMENT DETAIL v �I 17 STREET LIGHT POLE TO BE REMOVE BY EDISON FORCES. COORDINATE WELL IN ADVANCE OF NEED. NO SCALE 0 10 20 40 60 • � � AAAP 2 � • ®NG DAA INSTALL PROPOSED STRIPE (DETAIL # PER CALTRANS STANDARD PLAN) COUNTY OF RIVERSIDE � SCALE: 1"=20' BEFORE YOU DIG BEFORE YOU DI r RM REMOVE EXISTING PAVEMENT MARKING OR STRIPING wwwaiyalerLorgSERVI DIAL: 811 /�1/ TRAFFIC SIGNAL GENERAL NOTES SEE SHEET T-1 A �c s� � � s� Naar Knowvuhat's below. '� ' 7 FOR TRA Call before you dig. APPROVED BY: .ti DATE: 3 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: WI LLDAN eying DESIGNED BY: n / Drawing No. SCALE �o QROFESS/pNgl your RECOMMENDED BY: �;UI 1" 1 . C`.. • DATE:'1''f I?'!7 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ��� SSA Nj� F,Gc Englneenng reach BB VLIN R.ODVIAR,SENIOR ENGINEER Contractor HORIZONTAL '� C. 2401 East Katek Ave,Me 450,Anehein,Caliorm 9M ,P Or' 7141978-8200 fax 714/978-8299 DRAWN BY: e ° r��r�c N0. 67583 ACCEPTEDBY: � -f,Y'v DATE. ? Traffic Signal Installation Plan TS 1 Inspector * EXP. 06-30-17 `* PREPARED UNDER THE SUPERVISION OF: BB P ICKA.THOMAS •� �S; s Q DIRECTOR OF PUBLIC WORKS CITY ENGINEER BUTTERFIELD STAGE ROAD AT LA SERENA WAY VERTICAL q C/y t� �� CHECKED BY: � Date Completed �� CF CO- 3 21 17 VM R.C.E.No. 44223 "4 1989 `� PROJECT NO. PW15-11 SHEET 2 OF 2 VANESSA MUNOZ R.C. 3 DATE P