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HomeMy WebLinkAbout1586-S 4 � N SHEET INDEX =_-_-=_=_rteLOCATION MAP 1 . Title Sheet �- - - r HIGHLAND A VENUE 2. Traffic Signal Plan - MILLIKEN AVE. AND VICTORIA PARK LANE KENYON WA Y 3. Detail Sheet \100RIA Q FAIRMONT WALLJS ND , AY W .- - - . .- IGHTING � Q NOT TO SCALE Q BASE LINE ROAD Z Z W Q Y _ _ MI 1K N AV NU AND VICTO 1A A K AN FOOTHILL BLVD. PROJECT LOCATION GENERAL NOTES: • 1. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA 20. NEW SIGN POSTS SHALL BE GALVANIZED STEEL, EASY ERECT BREAKAWAY OR SQUARE STEEL TUBING W/ BREAKAWAY DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1992 BASE, "UNI—STRUT" OR APPROVED EQUAL UNLESS OTHERWISE NOTED. SIGNS SHALL BE MOUNTED ON STREET LIGHT AND THE SPECIAL PROVISIONS FOR THIS PROJECT. POLES WHEREVER POSSIBLE. 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFICATIONS, TRAFFIC 21. ALL SIDEWALK REPLACEMENT SHALL BE FULL WIDTH AND AT A LENGTH NOT LESS THAN 3 LINEAL FEET. IN NO CASE MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM PAVEMENT LEGENDS TO CITY SHALL A SIDEWALK SECTION REMAIN WHICH HAS LESS THAN 3 LINEAL FEET WHEN MEASURED TO THE NEAREST JOINT. STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 3. PAVEMENT MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR UTILITY COMPANIES PHONE NUMBERS PUBLIC WORKS CONSTRUCTION, 1994 EDITION WITH 1995 AND 1996 SUPPLEMENTS. SOUTHERN CALIFORNIA EDISON CO. 4. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S (CONTACT: JIM KRUMWIEDE) (909) 357-6221 RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 5. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES SOUTHERN CALIFORNIA GAS CO. (800) 422-4133 PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. PHONE GENERAL TELEPHONE CO. (800) 422-4133 UNDERGROUND SERVICE ALERT AT 800-422-4133 AND THE UTILITY COMPANIES LISTED TO THE RIGHT. 6. 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE CITY OF RANCHO PACTEL (800) 422-4133 CUCAMONGA FOR INSPECTION. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 (WATER AND SEWER) 7. THE CITY SHALL APPROVE POLE, CABINET AND LOOP DETECTION PLACEMENT IN THE FIELD PRIOR TO INSTALLATION. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. UNDERGROUND SERVICE ALERT (800) 422-4133 8. ALL CONDUIT SHALL BE RIGID METAL. ALL CONDUIT SHALL BE 2" UNLESS OTHERWISE NOTED. 9. ALL PULLBOXES SHALL BE #5 UNLESS OTHERWISE NOTED. 10. ALL REMOVED EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. IF NOTED AS SALVAGED, IT SHALL BE DELIVERED TO A LOCATION IN THE CITY OF RANCHO CUCAMONGA TO BE DETERMINED LATER. 11. CONTRACTOR SHALL PROVIDE ALL NECESSARY TELEPHONE AND ELECTRICAL SERVICE LINES AND INTERCONNECT HOOK—UPS BETWEEN THE LOCAL CONTROLLER AND THE SYSTEM MASTER. 12. PEDESTRIAN INDICATIONS SHALL BE TYPE A WITH Z—CRATE VISOR, LED ORANGE SECTION AND CLAMSHELL MOUNTING. 13. ALL VEHICLE INDICATIONS SHALL BE 12" WITH GLASS LENSES. ALL SIGNAL HEADS SHALL BE METAL WITH No. REVISION APPR. DATE METAL BACKPLATES. RED SECTIONS SHALL BE LED, PER SPECIAL PROVISIONS. CITY OF RANCHO CUCAMONGA 14. CONTRACTOR SHALL POTHOLE CONFLICTING UTILITIES AS DIRECTED BY ENGINEER. 15. LOOP DETECTORS SHALL BE 6' X 6' OR 6' DIAMETER, EXCEPT AS NOTED. CENTER LOOPS IN THE TRAVELED PORTION OF TRAFFIC SIGNALS THE LANE, EXCEPT AS SHOWN. SEE SPECIAL PROVISIONS. 16. ELECTRICAL SERVICE SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS (ONE 50 AMP), ILLUMINATED MUKEN AVENUE AND VICTORIA PARK LANE SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (TWO 30 AMP). COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN UNDER THE SUPERVISION OF ADVANCE OF NEED. SEE SERVICE WIRING DETAIL ON SHEET 3 AND SPECIAL PROVISIONS. 17. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE MODIFIED TYPE A WITHOUT PHOTOCELL ON HORIZONTAL SIGN ' TITLE SHEET ARMS. SEE SPECIAL PROVISIONS. R.C. No. 9879 ( P. 12-31-96) APPROVED BY L - DATE /I, 18. EXISTING LI HTIN oFEss, CITY ENGINEER "��L �I NO! G G TO BE REMOVED SHALL REMAIN IN OPERATION UNTIL NEW LIGHTING IS OPERATIONAL. PR oti R.C.E. E. w � DESIGN L RE OMMENDED 19. ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHODS T.G PLANS PREPARED BY PRIOR TO INSTALLATION OF NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. r — --- PAVEMENT DAMAGED DUE TO REMOVING MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER. NO. 9879 DRAWN HAwzoo, AND CRAmL INC. SHEET m Exp. 12-31-96 * * D.jm Consulting Traffic Engineers 1 OF 3 S q T CIVIL �P � n n'CHECKED 275 Ce ten iol way, Suite 208, CA 92680 DRAWING N0. TF OF CAL� T.G.K (714) 731-9455 �"Q6_3 FFILE: =IPA00017.dMg Zs Q ism= 010 111111 ON i i 1 00-11 111 I! mmanwommillem a Now MIN IN W H_ E ____C 0 N D U C 0 R S C Q U L E- CHEQu I-it DETECTOR_-'s No.. �T AL i K 'SENSOR! PUT' IMOL, G 'A WG CIRCUIT L Df STANDAR ARMS- ._ .11,r1r_11_,1A-1 PUSH ME' T L 0q 6ww" TYPE D� 0 7P X DARD PL AN m 7" 7 PER STAX STAN k 1 QUAJ I VRIE, at,-m-y-ffmi X L PE C -S-102 02-0-ADIV D MLSSAGE -5 MA 'S w,t U 4 N A* 29-5-60 2 N B ES-P-65I, DETAIL T5 (rOR FU7W �USE) 02 AIA,57,A A Vic _*0 pork 7 2 �2�S 42 �2` NIf A"iO`V 5t CS i5p, I 04 3 J 6 ej I---..-- ___J�4_j I j -S' 02' 02 35 i. W I Igo-I CS 2 14-06 ADV mwffim wimmi-0 i �Z 1A 35 200 W 2 SP-I-cs 06 j 6 6' 1 - I -W-0-1111 -_ 14141 1 - 1 4-1-1 06 06-L-AD: j ------V- V10060 Pork i6 It 2 29�5,-80, 51U 200 W 'SP J-N #6 -,AD'v MAS, 02P 7 -------- nv AL SF 'g it 01 4' ---2-S-05 A 19 3-80 81 J - W f4 014P 2 2 2-1- 2 4 4' �2X 2 N 2 mymkll mg 5 15 15' 200 W Sv-2;-TA, 06P 4 DE al A I L C SP ............. 05-N)Iv-ur i Z�11. f 5 8 08P 2 2 2 2 M mom 5 5-02 CA _A ;I-A 02 PP8 2 2 2 2 24-01 t 12 06 - PPB 1 2 2 04 L 4-N- 2 N 4j 1, SY BY G.TE. - 06L, PPB 1 2 K RUTT,001, WTH 8XILE mm %m An T Of BV TT ABOW Sa PLA IF, ---A Nil- 7 '1 1 N- 0 IN 14 5-N I 6R,,Aff. 08,PP8 1 2 2 �z 0SE 2 MITU N N W U S M SEN. W.N T A T, r A00I ........ EA --------- 'R �'N '02 BPR DF W-04 04- ADV N 10 Witt f POT A FOU DA WffD 10 &RIFY MIN CtFARANff PRO TO CWWW F IMP W00901119111ft I-A 1"MIN 11-M a OR i6 i 8 0q, BP81 I I I A .40 2' �0 '_6 OP8 0I r am 6 06- AD, 9 3PB EA EM 27 A,Dy" LOCATED 5' 2 78 2 A 1 19 04-t/P-L W--04 1 2 i 2 2' 170" BACK OF W4LK 10, P H A S E _R m 2� P8 C0YMON I I I I I I 04 20 �j�W tGROUP A GROUP ;a J -E-08 08' Lf SPARL, %d: J -7-W TO 14 40 TO'iAL 7 2J J01 J5 64 22 0 6�2 2 2 2 E Wv I soul� R' (0%ERLAF A-D) NOT USED 12 NAL, COMWN it ML SIC 2 EW 2 YIEL:D L UMINRI CR. 2 2 2 Rom Ck to ON PRAS[ 1 C A JL�Dt Y, HA% 4 (OVERLAP A- PH SE 3 P 1,0 TAL j j "at. - j L !NP L f W L _21 2 2 2 'EAST 2 C D) 4 r FLASH3111"N f S 2 oil! iCOWT 10 AtMMRY DE7WIOR� CWMLER ANT 90 2 2 2 Y- Fl..-A SH AM SWXH PER: SKM PROWM)'DOOR (OVERLAP A-D z 04 02 THIS 90" iX�" T & 2; A ME SWIM Typ 2 v S PH A- 5 05 2 2 2 2 2 UVW'D Con- lo n N ot e s PHASE'8L, P 011 03v 05, 07 PERAVZW 4 8 OA 1p s t a 4 4 2t PROGRAWD roR 9ACKtp pR07FC71M 0 j, CONNOLLER SHALL BE PULLI?c U rea r e d P ar t o o 7 Z W OPE, 12 LENSES Y. 1 4 4 4 :r 21 2, a! power pede s 4L PIE 6r PAIR 1,19 C)k& t2 2 2 4 -ors 7r r DETAILAw 2 N o n d-�,, m2 5`0 L # T s water e x ---------- St -,s C C, 13-Dt C NO SCALE cam,,-,tectors . NNW I 101101mim WNW C ......... �w ®8, 0 4P t +_ t T ON t 4 IF —-----------–-------- i4 W DETAIL f4O 2 06 �2: 06 poll C44 'TO X_ VP i ,k------- 1 0 DETAILL A jo- 2 N-01 5 2 _S_05 2 S-0-05 2 L))` all % J50:' TO X-W4LK ETAIL A is 02 EVP 2 21 02 3-S-02' T A ki 1'510 C, W !A-RMMT EVSW ROPE, 0 2P , T INSTALL 61 PAIR 119 CABLE S,-02 2 5 C T 02 WNW ------ mom 5 04 04P 2.5C, 4-DLC I-IC 4wc* R/1W U0 XI T.5 6 PAIR A C T _T� --LXCI & I—XI CONSTRUCTION NOTES THIS SHEETO A T R Ir Y WH INISTALL COMBINA,TION NEU EMI CONTROLLER AND MAI� C-2, 00), EM E 0 IA SYST _EI PR E P W NEW U EQUIPMENT AND APPURT ENANCES IN TYPE "P" ALUM 1'*C.,, 2 114. WUM CABINET. POSIWON CABINET Wf1W DOOR ON SIDE:"LK ANDARD ;P SIDE. NS'TALL INTERCONNECT TERMINATION PER SIT LAN� -408 e B'FL SER%OCE. 4 INSTALL VOLT TYPE Ot SEE SPECIAL PROWSIONS AND, STANDARD PLAN 407. 4 08" 08 P L NO 0ST, STREET SECTION SHALL MA TCH EXI TIN, 1.5 0C, . 2,-,DLC-P RE-CONSTRUCT MEDIAN ISLAND NOSE , ER' MEDIAN FLARE DCUIIL -ON SHEET 3., INSTALL R7 SIGN., TYP,E K MARKER S v T REMO VE7 EXIISIINL INS,`TALL OP77COI _W� MODE7L 5-, 11 OR 522' OP77CAL DEVCTOR PER DETAIL ON SHEET 3' (PHASES AS SHOWW),, OPSf WALK AND! G LIMIT INES; LEGNDS. P-A *T�#N CROSS ND LANE' LIN EC HE T INTERS TION AREA. PAINT NEW 12m WHITE CROSSIWALK LINM AEXTEND� LANE INES TO NEW CROSS"WALKS AND 'W PAVEMENT MARKERS AS DMEC ED� !BY T ENGI INSTALL NE NE L -,V'WD EI t a Co"' lec-1-or P ec' REMOVE 'STOP"' SfGN,, POST AND STOP LEGENDS, loll REMOVE AND SALVAGE EXISTING W1 7 "ISTO P AHEAD AND POST. REM LEGEND PAINT w OVE ' :STOP ANEAD A iL NE PL �E ROI UJGH A� ACE �SIGNAL, A T 500* AND #*AI 10N DAT S.10NAL AHEAD LEGEND IN EACH 77-A R E M,1'S' No* PPR. HEAD'" AT 450* FROM LIMIT LINE. y 0, C PA WT 0*SiGNAL AHEAD" LEGEND IN EA CH 774 ROUGH LANE PLACE #PSIGNAL ff AT 5,00* AND, "AHEAD'" AT' 450" FROM LIMIT LINE. A RANCHO C�UCAMO�iNQ immam"Ims IN pill INSTALL R,73 7 SIGN: PER, STANDARD PLAN ES DETAIL, 21* 115 12 BE REMOVED BY OTHER'S (SCE). T LIGHT T TRAFFIC SIGNAL AND LA,N PA IN T 8 ARD PLAN A20A. ETTAIL 2410 OVE-7 EIS77NG CHANNELIZA77ON, LINE ('16W) PER STA7r STAND REAof CHANNELIZATION LINE AND MARKERS, UNDER �E mi L A:V� �UE A�ND IT1 SUPER\490N OF t 'A K LANE INS TALL '10 C BLE, T0 E)OSTWO MILLWEN AVE AND: FAIRMONT WAY �v INT 0EPT SITING 2 CONDUIT STUB AND INSTALL PULLSOX A 5*0 CONDUIT *1TH 6 AIR #19; INTER ONNECT CA CONTROLLER CABINET (1,245 TO 8,79 EXR. 12--31 96)R,,C.E. No., 9 F AP-,P:ROVED BY EXIS"TING 1'*5* CONDUIT W, TH PUL, D A�TL LROPE. I N STA L L IN C T CABLE TO WILLIL KEN AV, N Dr KEN 0N WA,Y 6 PAIR 9 1 A* CONTROLLER CABINET ON S1W CORNER LAQ of E C1 TY ENIGINEER 1,329 1`0 LQ Sf_ _ R C.E. NOoo? RELOCATE EXISTING "BIKE ROUTEm SIGN TO NEW PO T. RECOMMEN,DED S' S REPARED BY T*GJ NSTALL R7 SIG TYPE K MARKER A'ND POST _M DRAWN SHEET AN'' CR,,,,A&im,� EiV I HAFrrm D RE WO VE EXIS"I"ING H-ANDICAPPIED RAMP AND CONS7RU,CT NEW DUAL RAM 2 3 .—oF PIS CTY STANDARD PLAN 102, E E D 275,Cortowal: Wo Sub 206 Tustin, Co, SSW lop C 1,v IX. CH� CK� Y. DRAWNG N10. OF Cp& 714) 73-1 94-55 5 OF GO T.E. VA UL T, G T.E. WLL INSTALL CONDUIT BETWEEN PUILLBOX AND VAULT. INSTALL 2 CONDUIT W77-f PULLR,0PE7 WTHIN 19 tiCALE. 20 TaG JR, I I 1-1 1 1 MIN-Im- Imp alme mm oil I FCT f LNJ F2 27t CONDUCTOR SCHEDULE DETECTOR SCHEDULERUN ! POLE SCHEDULE n DOOR SWTCH AWG CIRCUIT LJS © ® � ® � ® ® ® SENSOR ANC LOOPANPUT DETECTOR LABEL STANDARD ARMS WMNAK PUSH BUTTON SIGNAL MOUNTING LLS.N.S. PLACEMENT TIP TENON PER STATE STANDARD PLAN TYPE MT. SIG, �JN. r.S.r. TYPE PHASE QUAD ARRO L EHIC c PED ` MESSAGE B E C 01 ' 3 3 J 3 J 3 3 6 5 7 i 1 • 1-S-01 •02-NIB-ADV ES-6S, DETAIL TS. (FOR FUTURE USE) ♦* 29-5-80 J0 55 75 20C W B 4 N �- MAS- MAS, MAS SV-I-UM. SP-1-CS ✓IC1060 Pork A 7 6' 02 3 3 3 J J - - 3 3 2 2 • 2-S-m2 ■02-NIB-ADV 5 -{ }+ id's}--12 2 15 30 - 12' 20G W B 514 E N -` Sv-2-UM SP-1-CS - 11' - 3' v4 - 3 3 3 3 3 6 6 1 3 • 3-S-m2 ■02-NIB-ADV p 35' Q1 �5 3 ♦ 17-3-80 30' 26 12' 200 W 8 6 E MAS SV- 1-UM SP-i-CS Milliken A T 3' 05 * - - - 2 4 • 1 N 06 ■ 06-SIB-ADV 35' 2T--�'+ ! 4 15 30' - 15' 100 W 6 816 S f - `Sv-2 IA i , SP-1-CS - 9' - 3 06 3 3 3 3 3 3 3 5 6 1 5 • 2-N-06 ■ 06-SIP-ADV 27' 3r' -- t S ♦* 29-5-80 30' 50 75' 200 W B 8 S MAS MAS, MAS, SV 1-llM SP 1 CS ✓0060 Park Ill - 9 J' 08 - - 3 3 3 - 3 6 6 2 6 • 3-N-06 •06-518-ADV fj -, 6 15 30' - 12' 200 W 6 218 _W LS Sv-2-UM SP-i-CS - 9' - 3' 01P 1 1 2 1 2 - - 2 1 i 7 2-S-05 - ♦ 19-3-80 30' JO 15' 200 W B 2 N MAS, SV- 1-UM SP-I-.GS Milliken QIP )r14 04P - 1 2 1 2 - 2 4 4 4 2 8 4-5-02 - ' `� W DETAIL "C" 8 15 30' - 15' ?00 W` B 4 2 N 'W - SV-2- TA :` SP 1-CS { I - 8 - 3 06P - - - - 2 2 2 4 4 1 9 • 1-S-05 05-N -dfT ; ��,('r 08P - - 2 2 2 - - 2 1 5 ? 70 5-S-02 i 9 i-A 7' - _ - . 02 PPB - 1 1 2 2 - - 2 1 1 11 2-N-01 - i ., i B 8 S CAP 04 PPB 1 1 1 1 1 1 2 1 6 2 7 4-N-06 ' a Sff DfTAII "C" 06 PPB = - - - - = 1 2 2 7 1 3 • 1-N-oi ml-S B LfEi 3 BY G.T.f. - • BIKE BUTTON WITH BIKE SYMBOL SIGN. MOUNT WTH BUTTON A80Vf SIGN PLATE ' 08 PPB - - 1 2 7 2 2 14 5-N-06 - a 't- ' � ' ■ HORSE BUTTON WTFI HORSE SYMBOL SAN. MOUNT A7 7' ABOVE GRADE. 02 3P8 1 i 1 1 1 - - 1 1 8 1 15 • 1-W-04 04-EIB-ADV x _ ♦ FOUNDA71ON SHALT BE POT HOLED TO VERIFY UTILITY CLEARANCE PRIOR TO CONFRAM POLE ORDER. (�-FJEW 04 BPB - - - - - - 1 1 1 1 16 SPARE 06 BPB - - - 1 - - 1 1 i J • 1-E-08 08-W B-ADV' o , 08 BPB - 1 1 1 - 1 1 2 18 • 2-E-08 •0E-W B-ADV LOCATED 1-275' E10 ECR 08 HPB - - - 1 2 - - 2 2 1 19 • 2-W-04 m4 E B iEi i 3 i I I I 1-70' BACK OF WALK ` y� (� PH ASE DI AGR AM PB COMMON 1 1 1 1 1 7 2 2 )0 2 20 J-W-04 - '� 14• 8' {.1— t 1 GROUP A GROUP B SPARES 3 3 3 3 J 3 3 6 6 I! 1 21 • 3-E-08 08-W B-1fFl ► 14" 10' 16 7 IT TGTAL 17 23 30 35 40 13 2J 64 64 2 22 4-E-08 - B 1 # 12 l.i.S.N.S. - 2 2 2 2 2 1 2 - 1 ' EVP 1 SOUTH - n I `I R- (OVERLAP A-D) YIELD O OLS SIGNAL COMMON 1 i 1 1 i i 1 2 12 1 ' EVP 2 NORTH - I m ; © Z 1"M` NOT USED 0 WMtNAIRf CR. 1 1 2 1 2 2 - - 1 1 * EN' 3 WfS - y 3 LUMINAIRE CR. 2 - - - - 2 2 1 2 - 13 2 ' fW 4 EAST - i 2.5 2-IC ON 'I \ ;` ©Y- (OVERLAP A-D) FLASHIN� N PHASE i PHASE 2 PHASE 3 PHASE ' /� \ TOTAL 3 3 3 3 5 3 3 6 1 ; = EVP INPUT 1.5"C, 1-DLC ----� �-� SIGNAL SERVICE - - - - - - 2 • = CONNECT TO AUXILIARY DETECTOR CONTROt1fR INPUT i { i 01 _ - - - - 2 - - 2 2 AND DOOR SWTCH PER SPECIAL PROVISIONS 10 O NOT USED 02 5 5 5 5 5 - 5 5 ■ = iH1S GROUP OF DETECTOR INPUTS CAN BE SWTCHED BY © I i Y- FLASH (OVERLAP A-D) K* TYPE 04 - - - - - - 3 3 J A SINGLE SWTCH ` ' 3 AE 2C., 4PO & 2/12: © Q� .... } 05 2 2 2 2 2 - 2 2 �� I "' C I 2 PHASE 5 PHASE 6 PHASE 7 PHASE 8 DLC 46 - - - - 5 - - 5 5 I f G 01, 03, 05, 07 08 - - 4 4 4 - - 4 4 L_1 I 04 3-W-r4 ; \yE ; j -:`% i_ L $ = PERMISSIVE 7 it ii 18 0 3 21 21 t = IA _ E Y CONTROLLER SHALL BE PROGRAMMED FOR BACKUP PROTECTION. EVP 3 0 CABLE - 1 1 2 2 1 i 4 4 �� +r "4 2 N f J1 1 2"C, W/ PULLROPE. 12" LENSES UJ '� FLJ>vNr� ytLLDv�/ P+2k:.Cii� c�.l�I�i..i�r' 3 6 PAIR 9 CABLE 1 J 1 2 2 1 DETAIL 'A' Cj'` W 1zS52 VE IMOD CONDUIT Srlf 2.5 3 3 35 4 2 2 • • 2-?s6"C 2 � vf�@ NO SCALE .,, V , MILLIKEN J { / �iL'/y � � Icr9 �v1 i(h� I( 1 1(f� 1(►L ilk L1 3 :/ g 1'C, 14 / At c� ®\ � I� 2"C, 4-DLC ✓ / ` 2'C 3-DLC R AVENUE _ - A 08 r4P - - - - OF8 `" -----� — 06P -�-.. r - ✓ - b� �x i.,—DETAIL 4�� P ` W - + v _._ A 1 2 5-N-06 F3—N-06 _ -- ---- -- 2-N-06 . 0 El ❑3 \ cr .y - 350' TO X-WALK { V1' 1 -N-06 ps DETAIL A a g ® �td�: a is s R 2• - - 22-N-013 1 i-N-01 T S 05 1 3 2-S-05 2 - - ^ _ _ 1 W - - 350' TO X-WALK R s N ,,2 ❑ DfTA2 A EVP 2 J r - i-S-02 1 N M — - _ o 2-S-02 1 I r2 © \ w i ' ® 13 v '� — ------ - --- —•K4 - _ 12 m 3-S-02 1 ; ` ErA1lFt s r2 ? 10 u - — M11LlKEN/i AiRMONT 5-S-e2. 2 1 O a I EXISTING 1.5" C. W/PULLROPE. CABINET. r2 r2 1g a2P INSTALL 6 PAIR 119 CABLE 01H.Ji- A i Y — -� r -a2 _ _ _ _ — >r Al -IC. lY6 a4 a4P a.. r4 +, Y- + } + 2.5 C, 4-DLC i-IC ® E 08P o - - - - - - R/W _ . - _ _ - - „ „uy _ _ R/W CONSTRUCTION NOTES THIS SHEET: 2.5C, 3-DCC & 1-IC 10 'O �ohtSTlzctcTT N Norms C7KI5 SHec'T'1 (PPL�T/Fy, -r rnooxt= T '1 (1 2olibl 1 n 3 1.5"C, 6 PAIR ,(19 CABLE 1� INSTALL COMBINATION NEMA SYSTEM CONTROLLER AND MASTER (IDC ATC2000), EMERGENCY VEHICLE PRE-EMPT �, _ 1 ® 16 OI R�t^�1DVE Ah1� :SALv/ ,E �S_MN)(S SV_-44L. REt~AD,�t�S>-rA(L ' .- EQUIPMENT AND APPURTENANCES IN TYPE "P" ALUMINUM CABINET. POSITION CABINET WITH DOOR ON SIDEWALK 16 - f6 1"C., 2 ,fi4 t� u C s• SIDE. INSTALL INTERCONNECT TERMINATION PER STANDARD PLAN 408. 7 ' I © ©j K D6TP,�L W LTH LED r*Y PC 2N I/)� C,/`��TLQ�A�yN,, ,.{�?/u� h���t-y t(��} C:�/aW �rU r�-�p^�Vz��r/1 O` 'C Yi p / T'1 tit 11'T' F. J�1 ! �Vw {�`���.Fay 3� `V `,�•�{v�PM`V7�.11� Yids C—**,r .�\. NG ff �v 2 4 VG p( S� L.t' �h� �'c ��wv ti�4�. F2 INSTALL INSTALL 120/240 VOLT TYPE W-BF SERVICE. SEE SPECIAL PROVISIONS AND STANDARD PLAN 407. L, 4-f-r8 08 i LaNvULT, e li JJ RECONSTRUCT MEDIAN ISLAND NOSE PER MEDIAN FLARE DETAIL ON SHEET J. INSTALL R7 SiGN, TYPE K MARKER f �l ( $ v 1.57C. 2-DLC 1 �2 (��PL1�,L� ,tSTlt`1C� R I0-12 S1GN Wim} NEl1J sl( 1 {�Ct?, pET1�1�- AND POST. STREET SECTION SHALL MATCH EXISTING. 1 _� ANO �� T/at_L ., L tNE�v LOAD .��OITCN�� AN 0 FW E COCOMC Ll TE PlV�U2_k4ill-E k F' 4F INSTALL OPTICOM MODEL 517 OR 522 OPTICAL DETECTOR PER DETAIL ON SHEET 3 (PHASES AS SHOWN). SMART l+t�ONTTORJ7� C)i�STIhI< GOIyTIa.^LII,� �T'-IR- ET 51 REMOVE EXISTING LiMIT LiNES, "STOP" LEGENDS, PAVEMENT MARKERS AND LANE LiNES WITHIN CROSSWALK AND ? v ! I INTERSECTION AREA. PAiNT NEW 12" WHITE CROSSWALK LiNES. EXTEND LANE LINES TO NEW CROSSWALKS AND I v t ® �,�M®V� 'POR1T>�N c�P C-�r�ST�iyU-` Xh1ST1aLL FLt�ti + y _ ... 777 ;' � c MEDIAN N05' + INSTALL NEW PAVEMENT MARKERS AS DIRECTED 8Y THE ENGINEER. � 1 ( �T (_ }S,DL,F* RcGat�s�ucZlc ra MGE)lAJv ) bE b❑ REMOVE "STOP" SIGN, POST AND STOP LEGENDS. 4, Ag S NgtNN Ail LQNS�EZT 7� REMOVE AND SALVAGE EXISTING Wil "STOP AHEAD" SIGN AND POST. REMOVE "STOP AHEAD" LEGEND, PAINT NEW , ' > ' AQrc Pile HJT TO Oy) ATC.I+ �y Icrj#�, No. REVISION APPR. DATE "SIGNAL AHEAD" LEGEND IN EACH THROUGH LANE. PLACE "SIGNAL" AT 500" AND "AHEAD" AT 450" FROM LIMIT LINE. 1 S �k1E PEI OQAIAiIA�(,rNOZI. " " � Y '2of 'S , ` ' CITY OF RANCHO CUCAMONGA ® PAINT "SIGNAL AHEAD" LEGEND IN EACH THROUGH LANE. PLACE "SIGNAL" AT 500' AND "AHEAD" AT 450' FROM LIMiT LINE ❑ 9I INSTALL R73-7 SIGN PER STANDARD PLAN ES-6T, DETAIL U . O Q 10 STREET LIGHT TO BE REMOVED BY OTHERS (SCE). �-- 7' 21' 15' 12' 21' 1 ;, ' k TRAFFIC SIGNAL AND LIGHTING PLAN 0 11 PAINT 8" CHANNELIZA77ON LiNE' (160') PER STATE STANDARD PLAN A20A, DETAIL 24. REMOVE EXISTING U x UNDER THE SUPERVISION or MILLIKEN AVENUE AND CHANNELiZATION LINE AND MARKERS. 12 INSTALL 1.5" CONDUIT WITH 6 PAIR #19 INTERCONNECT CABLE TO EXISTING MILLIKEN AVE. AND FAiRMONT WAY /�, ~ i k _ VICTORIA PARK LANE CONTROLLER CABINET (1245' Q TO ). INTERCEPT EXISTING 2 CONDUIT STUB AND INSTALL PULLBOX. o R.C.E. No. 9879 EXP. 12-31-96) El V APPROVED BY 7 7 DATE 13 EXISTING 1.5" CONDUIT WiTH PULLROPE. INSTALL 6 PAIR 1y19 INTERCONNECT CABLE TO MILLIKEN AV. AND K£NYON WAY I z R.C.E. NOrs�O3 CONTROLLER CABINET ON S/W CORNER (1329' r TO ). ►�, W 1 QROFEss,otiR CITY ENGINEER C�( i' ^ N ���P� W ���� DESIGN ( RECOMMENDED 14 RELOCATE EXISTING "BIKE ROUTE" SIGN TO NEW POST. 'p N o TG(.( PLANS PREPARED BY ry�Jj z 15 INSTALL R7 SlGN, TYPE K MARKER AND POST. No. 9879 W M DRAWN HAM-lOR MD CF .L INC SHEET # Eq ,2-A-96 * D.,lM 3 16 REMOVE EXISTING HANDICAPPED RAMP AND CONSTRUCT NEW DUAL RAMPS PER CITY STANDARD PLAN 102. � ( LvnauRinp Traf}k Enpkreen 2 CIvl\- CHECKED 275 Centennial * Suite 208 matin Cu. 92680 DRAWING NO. 17 INSTALL 2" CONDUIT WITH PULLROPE WiTHIN 5' OF G. T.E. VAULT. G. T.E. WILL INSTALL CONDUIT BETWEEN PULLBOX AND VAULT. �--15' 49' 19' SCALE: 1 " = 20' OF Co,0F T,GJ4 (714) 731-9455 X586 s f4.E: �RA000f5.d•g *— FOR SINGLE OR DUAL 10' LEFT TURN LANES ONLY O 8 " U C - 6 " LC w E.C.R. CASE 1 W T 3„ _ "P" CAB. . 5 SECTION _ OF DOUBLE YELLOW LINE O 1 77 „ OR MEDIAN CURB FACE it 1 6 Y2 9 „P" CAB. y Lr"� ,G ..B„ _..B„ 4 SIDEWALK 30' 15' 10' o O 10400 V) O PLAN SECTION 'v o L 8"WHITE TURNING LANE LINE * 3 2 THRU LANE IC4 J m X Q POLE LOCATION CODE I.I.S.N.S. LEGEND DETAIL 10, 1kf (EXACT LOCATION BY ENGINEER .N THE FIELD) `O ° CASE 2 N ° SECTION CABN x 4 LANE LINE ° THRU LANE -cD W ° N " I ALK z P" CAB—'; SIDEWALK ° 10' J PLAN SECTION 0 N Y 4 ' LANE LlP�L fin TURNING LANE LINE 3: r-CURB to EMERGENCY VEHICLE 44 EXIST. C & G o PREEMPTION DETECTOR THRU OR RIGHT 10 EMERGENCY VEHICLE `N TURN LANE PREEMPTION DETECTOR MODEL 522 CASE 3 2 N MODEL 511 "P" CAB. _ --- "P" 5w SECTION CAB 0 x TOP OF CURB FACE ASTRO Mini-Brat MOUNT ASTRO Mini-Brat MOUNT SIDEWALK 1 1.5" TO .75" 1.5" TO .75" ° ° REDUCER OR APPROVED EQUAL REDUCER OR APPROVED EQUAL ° l VARIES J �- SIGNAL POLE SIGNAL POLE MAST ARM MAST ARM PLAN SECTION (ONE WAY / ONE OUTPUT) (TWO WAY / TWO OUTPUT) TYPE P R CABINET FOUNDATION UNDATiON AND LOOP DETECTOR PLACEMENT C REFER TO PLAN FOR DISTANCE EMERGENCY VEHICLE DETECTORS PAD DETAIL TO ADVANCE DETECTORS 10.36' 41.44' 7.77' 31.81' 5.18' 20.77' 2.59' 10.36' 0.13' 0.52' 0.52' 2.08' t 1.16' 4.64' 2.07' s.2s' 4.00' TYPE K MARKER & R7 SIGN 16.00 TYPE K MARKER & R7 SIGN 10.99' 1 43.96' 4' MEDIAN FLARE DETAIL 76' MEDIAN FLARE DETAIL NOT TO SCALE: NOT TO SCALE: NOTES: 1. CURBS SHALL BE POURED SOLID TO RADIUS POINT. 2. CURBS SHALL BE TYPE Al (HEIGHT TO MATCH EXISTING) PER CITY STD. PLAN 104. No. REVISION APPR. DATE CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL PREPARED UNDER THE SUPERVISION OF VILLKEN AVENUE AND VICTORIA PARK LANE DETAIL SHEET R.C.E. No. 987 (EXP. 12-31-96) APPROVED BY 'F � � / � - DATE QRpFESS/o CITY ENGINEER_Z/. - C alit ���C/ R.C.E. N0�? E q . w � DESIGN RECOMMENDED oT.G,I4 PLANS PREPARED BY10 No. 9879 Z DRAWNSHEET or Ems. 12-31-96 -:1) HmmoG APD CRAL1. I NC. 3 3 * * Consulting Traffic Engineers �T9T CIVt� '�P CHECKED 275 Centennial Noy, Suite 208, Tustin, 92680 DRAWING0. f OF CA1-SFO T�G-k (714) 731-9455 � �_ FILE: �RAC(l018.aV7g