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HomeMy WebLinkAbout1543-S non � � �1pop n � Amin n non � I� nnnni I ni nnu ^i n �I ^�� 01 ^^n n i ^�� ^i n I �I i� ��n n nl ^i IIIIIU � III V 411�1 ul �n uv V u� gni ul Vu ui �i u ui bi u _ U �� �uii� ll _ ul _ _ I u i �,,,�� ui bi u uuu �uuu _ __- u ___-__ - - u��d Iilu __ �uuu n OL SHEET INDEX LOCATION MAP 1 . Title Sheet BASE ZINE RD. 2. Traffic Signal Plan Q �P CHURCH ST. AND TERRA VISTA PKWY. ANS FO TH CONST UCTION OF CHURCH 3. DETAIL SHEET ST 3 T AFFIC SIGNA S AND SAF TY LIGHTING NOT TC SCALE: r O0THILL BL VD. AT �h ARROW RTE. W CHU CH STI EF=T Ar ID TERRA VISTA PARKWAY 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 SUPPLEMENT. SOUTHERN CALIFORNIA EDISON CO. 4. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. 1T SHALL BE THE CONTRACTORS (CONTACT: JIM KRUMWIEDE) (909) 357-6221 RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. SOUTHERN CALIFORNIA GAS CO. (800) 422-4133 5. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES 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. PACTEL (800) 422-4133 6. 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE CITY OF RANCHO CUCAMONGA FOR INSPECTION. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 (WATER AND SEWER) 7. THE CITY SHALL APPROVE POLE 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 S. 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. No. REVISION APPR. DATE 13. ALL VEHICLE INDICATIONS SHALL BE 12" WITH GLASS LENSES. ALL SIGNAL HEADS SHALL BE METAL WITH Willill METAL BACKPLATES. CITY OF RANCHO CUCAMONGA 14. CONTRACTOR SHALL POTHOLE CONFLICTING UTILITIES AS DIRECTED BY ENGINEER. 15. LOOP DETECTORS SHALL BE 6' X 6', EXCEPT AS NOTED. CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE, TRAFFIC SIGNALS EXCEPT AS SHOWN. SEE SPECIAL PROVISIONS. 16. ELECTRICAL SERVICE SHALL BE 120 240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS (ONE 50 AMP), ILLUMINATED CHURCH UREF AIS TERRA VISTA PARKWAY SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (TWO 30 AMP). COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN PREPARED UNDER THE SUPERVISION OF ADVANCE OF NEED. SEE SERVICE WIRING DETAIL ON SHEET 3 AND SPECIAL PROVISIONS. TITLE SHEET 1�7- z 7 17. INTERNALLY ILLUMINATED STREET NAME SIGNS SHALL BE MODIFIED TYPE A WITHOUT PHOTOCELL. SEE SPECIAL PROVISIONS. R.C.E. No. C28525 (EXP. 03-31-98) APPROVED BY - DATES 18. EXISTING LIGHTING TO BE REMOVED SHALL REMAIN IN OPERATION UNTIL NEW LIGHTING IS OPERATIONAL. QRpFESSiO4' CITY ENGINEE _ R.C.E. NOrQ 19. ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHODS ��° �P� e. ��,� DESIGN RECO MENDED PRIOR TO INSTALLATION OF NEW STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. W.g. PLANS PREPARED BY -/ PAVEMENT DAMAGED DUE TO REMOVING MARKERS SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER. No. C28525 m DRAWN H Amw ANS CRAM INC. SHEET � Exp, 03-31-96 .� 1 * * JE Consulting Trotfic Engineers I OF �qT CIV 1\ ��� CHECKED 275 Centennial way, Suite 208, CA 92680 DRAWING NO. F OF CA��F� (714) 731-9455 3 -5_ C J FlLE: #RACUDil.dwg C O N D U C T O R S C H E D U L E DETECTOR SCHEDULE 44' P O LE S C H EDU L E DST. 7 I-- 33' -!- 33' STANDARD ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING I.I.S.N.S. PLACEMENT AWG CIRCUIT I 4 9 SENSOR CHANNEL LOOP/INPUT DETECTOR TYPE TYPE HT. SIS. �uM. t .P.�.v. ��P- PHAS- ,LUAU VtHIC!t PSD. M�SSASE S C z z z i I II i 4G' i5 206 W B - • 01 3 3 6 6 1 3 3-TB6 1-N-06 S z z 26-4-86 3v E MAS-5A MAS SV-1-UM Sp- Terra Visto` 8' 02 - - - 3 3 3 3 6 6 1 2 4 4 2-N-06 S I 2 15 30' - 15 200 W B 8 S S v-2-TA SF-1-CS - 15 - 3' • 03 - 3 3 3 - - - 3 3 1 l 1 2-N-0] S 3 26-4-80 30' * 45' 15 200 W B 8 S MAS-5A, MAS, SV-1-UM SF-1-CS Church 04 - 3 3 3 - 3 3 6 6 2 2 2 2 3-N-06 Q 4 15 30' - 15 200 W B 2 W SV-2-TA SP-1-CS - 11' - 3' • 05 - - - 3 - - - 3 3 3 1 717-TB2 1-S-02 S ! 5 24-4-80 30 * 35 15 200 W B 2 W MAS-5A, MAS, SV-1-UM SF-1-CS Terra Vis to'9 - 14 3't 06 3 3 3 3 J 3 6 6 2 1 818 2-S-02 S Y 6 15 30' - 15 200 W B a N SV-2-TA SP-1-CS - 14' - 3' • 07 - - - - - 3 3 3 3 1 5 5 2-S-02 S 26-4-80 30' * 45' 15 200 W B 4 N MAS-5A, MAS SV-1-UM SF-1-CS Church& - 12' 3' 4 08 - 3 6 6 2 6 6 3-S-02 Q SCE SEROCE POINT 6 15 30 - 15 200 w B 6 E SV-2-TA SP-1-CS - 13' - 3' 02P - - - - 2 2 2 2 2 5 1 11/11-T88 1-[-08 S o 3 #6 H.H. j r * TIP TENON PER STATE STANDAERD PLAN ES-6S, DETAIL T:, (FOR FUTURE USED 11404P - 2 2 2 - 2 2 4 4 2 1212 2-E-08 S 10 A1 f Q 06F 2 2 2 - - - 2 2 i V5 2-E-03 S N _ 08P - - 2 2 - - 2 4 4 6 2 10/10 3-E-08 Q - 02 PPB - - - - - 1 2 2 2 1 15115- TB4 1-W-04 S 04 PPB 1 1 1 1 1 1 1 2 2 1 2 16116 2-W-04 S 06 PPB - 1 2 2 - - - 2 2 8 1 13 13 2-W-07 S " 2 C W/3#6 08 PPB - - - 1 - - - 2 2 2 14114 3-W-04 QP H A S E D I A G R A M 2"C W/3#6 PPB COMMON 1 1 1 1 1 1 l 2 2 9 1 19/19 TBI 1-N-01 D 2#12 GROUP A GROUP B SPARES 3 3 3 3 3 3 3 6 6 2 20 20TB5 1-S-05 D 2"C, 2-DLC V a TOTAL IJ 25 28 35 16 25 3l 61 67 10 1 1717TB3 1-E-03 D ? } # 12 1,1.S.N.S 2 2 2 2 - 2 2 2 - 2 18118TB7 1-W-07 D 0 R CD SIGNAL COMMON 1 1 1 1 1 1 1 2 2 1 23 13 0r+06 EVP S � Z 110 LUMINAIRE 2 1 2 2 2 1 2 2 1 2 12 - 11 2 1 24124 03+08 EVF S I 9 2"C 216 # I TOTAL 3 3 3 3 3 3 6 212 1 21121 05+02 EVP S Y } 16 SIGNAL SEROCE - - - - - - - - 2 2 22122 07+04 EUF S a:..R 13' 12' 12 14' 23' , PHASE 1 PHASE 2 PHASE 3 PHASE 4 01 - - - 2 - - 2 2 S = STANDARD DET I 6E G 02 - - - - 3 3 3 Q = Q DISCONNECT FO 07 2 < 2 i I TYPE 04 - 3 3 3 - - - J 3 = DOOR VEH. TEST BUTTON - 20' I N 3 II 8 Y EY C� C 05 - - - - 2 2 2 2 TB 2 SCALE. DLC 06 - - - 3 - - - 3 07 - 2 2 2 - - - 2 2 2"C, 3-DLC I I G } 08 3 © pG PHASE 5 PHASE fi PHASE 7 PHASE 8 TOTAL 0 5 10 5 10 20 20 3-N_06 2-C W/PULL ROPE 1106 : = PERMISSI UE INTERCONNECT-6PR 19 - 1 1 1 - - - 1 1 DETAIL "B" ¢ CABINET BE WIRED FOR LEFT TURN BACKUP PROTECTION. OP TI COM CABLE 1 1 2 2 - - - 3 4 2 c14 5 CONDUIT SIZE 2° 2.5" 25" 3" 2" 2.5" 3" * * _ DETAIL "A" DETAIL "B" * = 2-3" 2"C W/PULL ROPE Q 4 0 • = RED CONDUCTOR FOR FUTURE USE. _ 6E 3 1 i 5 ETAIL "B" © ❑ 06P 08 05&02 r` 4 2"C, 3-DLC ❑ 02P 08P 5&02 02 + 02 ' Y OTHERS - ._ 4 03+08 EVP "' 07&04 T -- - TSP ,-. '04+07 EVP DETAIL "A" "C, 2-DLC --- 08 08P 0� C RC Z., HU -- 03&08 DETAIL "A" -- - - - -_ - - - - 11-W-072-w-n 3 2 1 3 2 - - - - - `'`'� _ 7 - --- 0 3N �- g - 704- DETAIL "A n 5 g 14- 404 04P 5 - - 04P03&08_ -. _ ETAIL "A" TRE -_ - ............ W 01 dr06 - -- - - - -- -- 06 06P 06 04 - - _� - - - #6 + 0 02P 01&06 - - - - - R_ - -- _ - -- - - �,f,� ^� -{ 2"C, 3 DL C & 1 /.C. DETAIL B W _ 2" C, 2-DLC k i I.C. #6 R1 80' TO X-WALK - 2 4 02 2 -_ 10 i ETAIL 3-S-02 7 CONSTRUCTION NOTES: CL I \-2"C, 3-DLC (J� I1INSTALL TYPE 90 SYSTEM CONTROLLER (ECONOLITE ASC/2-2100), EMERGENCY VEHICLE PRE-EMPT EQUIPMENT AND ! - ❑ APPURTENANCES IN TYPE "P" ALUMINUM CABINET. POSITION CABINET WITH DOOR ON STREET SIDE. itS S i 2 INSTALL 120/240 VOLT TYPE IU-BF SERVICE. SEE SPECIAL PROVISIONS AND SERVICE WIRING DIAGRAM ON SHEET 3. c, 3❑ RECONSTRUCT MEDIAN ISLAND NOSE PER MEDIAN FLARE DETAIL ON SHEET 3. RELOCATE R7 SIGN AND INSTALL I`i' TYPE K MARKER. S I 4❑ INSTALL OPTICOM MODEL 511 OR 522 OPTICAL DETECTOR PER DETAIL ON SHEET 3 (PHASES AS SHOWN). No. REVISION APPR. DATE 5❑ REMOVE EXISTING LIMIT LINES, "STOP" LEGENDS, PAVEMENT MARKERS AND LANE LINES WITHIN CROSSWALK AND INTERSECTION AREA. PAINT NEW 12" WHITE CROSSWALK LINES. EXTEND LANE LINES TO NEW CROSSWALKS AND CITY OF RANCHO CUCAMONGA INSTALL NEW PAVEMENT MARKERS AS DIRECTED BY THE ENGINEER. �, 2"C, 2-DLC [6 REMOVE REMOVE "STOP" SIGN ,POST AND STOP LEGENDS. W t � TRAFFIC SIGNAL AND LIGHTING PLAN 7❑ REMOVE & SALVAGE EXISTING W17 SIGN & POST. REMOVE "STOP" LEGEND, PAINT NEW "SIGNAL" LEGEND AND REPAINT "AHEAD" LEGEND IN EACH THROUGH LANE. I CHURCH STREET AND 3PREPARED UNDER THE SUPERVISION 0 8❑ INSTALL NEMA ENCLOSURE ON SIDE OF CONTROLLER CABINET FOR INTERCONNECT TERMINATION PER DETAIL ON SHEET 3. 9 INSTALL R73-7 SIGN PER STANDARD PLAN ES-6T, DETAIL "U". 14' 14' 2' 12' 14' o C�. �� j-Z 7' TERRA VISTA PARKWAY 0 R.C.E. No. C28525 (EXP. 03-31-98) 10 STREET LIGHT TO BE REMOVED BY OTHERS (SCE). N APPROVED BY ��� DATE PRpF ESS/0 41 CITY ENGINEER _ R.C.E. N .� DEIGN RECO MENDED PLANS PREPARED BY w No. C28525 DRAWN �/1 '^ INC. SHEET Exp. 03-31-98 t H AF�TZOG AIV C NC2 3 OF N Q Consulting Traffic Engineers �' CIVIL q X33 ale T 33 7 CHECKED 275 Cenntenni t Way, Suite 208 Tustin CA 9265 0 DRAWING NO.. 44 44OF CA\- (714) 731-9455 Js 413 S Fl A 1 w LE :R CUO 0 d g *- FOR SINGLE OR DUAL 10' LEFT TURN LANES ONLY 0 L-8 1) UC - 6 I E.C.R. CASE 1 „P" CAB. S T SECTION OF DOUBLE YELLOW LINE O 1 ff 2 ff d OR MEDIAN CURB FACE 16Y2 SID_VVA-K � „P„ CAB.—' qtr ' 'URN Lr1%� * �; _ 4 o B B" - 10400 D Q � SIDEWALK 30' 15' 10' O � o , cn O PLAN SECTION o L 8"WHITE TURNING LANE LINE �' 3 w 6 U THRU LANE x N Q x m 2 - POLE LOCATION CODE I.I.S.N.S. LEGEND DETAIL ' 10 _ - - I � o (EXACT LOCATION E5`' ENGINEER IN THE FIELD) CASE 2 N „P>, x SECTION CAB 4" LANE LINE X N THRU LANE `� w SIDEVVA-K 94 _z "P" CAB { O J SIDEWALK ° 1 0' ♦— PLAN SECTION o N Y 4" LANE LINL Jk 8' ;� Q TURNING LANE LINE URB V) EMERGENCY VEHICLE EXIST. C & G p PREEMPTION DETECTOR ' EMERGENCY VEHICLE THRU OR RIGHT 10 �+ � �+ TURN LANE co v PREEMPTION DETECTOR MODEL 522 C 3 ASE 2' N MODEL 511 5 0 SECTION CAB w SIDEWALK 1a " 1 —� TOP OF CURB FACE > 1.5 TO .75 ASTRO Mini-Broc MOUNT 1.5" TO .75 ASTRO Mini-Broc MOUNT 0.0 0000,10 REDUCER OR APPROVED EQUAL REDUCER OR APPROVED EQUAL �AR:ES. a O - SIGNAL POLE jp� SIGNAL POLE MAST ARM MAST ARM PLAN SECTION ONE WAY ONE OUTPUT (TWO WAY / TWO OUTPUT) TYPE •P•, 'R' CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT PAD DETAIL REFER TO PLAN FOR DISTANCE EMERGENCY VEHICLE DETECTORS TO ADVANCE DETECTORS PE SOCKET LUMINAIRES CAUTION: CIRCUIT MAY BE AUTO 10.36' LIVE WITH METER REMOVED. TEST 7.77 5.18' 2.59' NEMA TEST 0.13' 0.52' ENCLOSURE BLOCKS 1 1.5" C. THROUGH PE SOCKET 1.16' CABINET WALL. SERVICE DISCONNECT I.I.S.N.S. 2.07' 1 ( 1 N66 HALF BLOCK 2 AUTO 4.00' TYPE K MARKER & R7 SIGN 12 PAIR. TERMINAL BY NEMA 3 PHONE CO. ENCLOSURE TEST CABINET NEUTRAL 1'R BONDED A� B0 °o METERED °° ° 4 8 10.99' i i i i t i/ , ✓/ EQUIP. ° 6 10 � , , L------ GRD. UNMETERED L----------- SERV. MEDIAN FLARE DETAIL GRD. 12 16 2" C.CrLL ROPE TO TELEPHONE 13 17 CONT. CONT. SERVIES POINT IF NOTED ON PLAN. 14 18 30A 30A 15 19 IP IP NOTES: 2" C. W/ INTERCONNECT CABLE 1. CURBS SHALL BE POURED SOLID TO TO INTERSECTION PULLBOX IF NOTED TO TO ON PLAN. RADIUS POINT. LUMINAIRES I.I.S.N.S. 2. CURBS SHALL BE TYPE Al (HEIGHT TO INSTALL SURFACE MOUNT WEATHERPROOF NEMA ENCLOSURE ON MATCH EXISTING) PER CITY STD. SIDE OF THE CONTROLLER CABINET FOR INTERCONNECT ACCESS. NO. REVISION APPR. DATE ENCLOSURE DEMENSIONS SHALL BE 12"x 12"x 6" WITH 3/4" PLYWOOD PLAN 104. BACKBOARD. ENCLOSURE FINISH TO MATCH CONTROLLER CABINET. COMPONENTS DIRECTORY CITY OF RANCHO CUCAMONGA NEMA ENCLOSURE SHALL BE ALUMINUM WITH HINGED DOOR AND LATCH. 120/240 VOLT AC 1HP 3W 100 AMPS 1 -3 100/2 SERVICE DISCONNECT UTILITY LANDING LUGS 250MCM 4 15/1 SPARE TRAFFIC SIGNAL INTERCONNECT TERMINATION DETAIL METER SOCKET 120v WITH TEST BLOCKS 6 50/1 SIGNAL SERVICE DISCONNECT 100A 3P 240V 10KAIC 8 15/1 PE CONTROL CIRCUIT BREAKER INTERIOR, 120V AC METERED, 10 15/1 1.I.S.N.S. PREPARED UNDER THE SUPERVISION OF SUB-BREAKERS AS INDICATED. 17 30/1 LUMINAIRES DETAIL SHEET 19 30/1 LUMINAIRES CIRCUIT BREAKER INTERIOR, 240V AC UNMETERED, - Z_ SUB-BREAKERS AS INDICATED. R.C.E. No. C28525 (EXP. 03-31-98) rEN D BY � - � DATE � PHOTOCELL SOCKET 1800VA FOR LUMINAIRES AND IA.S.N.S. ROFESSio INEER -1 � R.C.E. NQ cS SPST TEST SWITCH FOR LUMINAIRES AND I.I.S.N.S. ? by CONTACTOR 30A 1P 120V COIL FOR LUMINAIRES AND I.I.S.N.S. ���yaP� B' < <� l RECOMMENDED PHENOLIC NAMEPLATES FOR EACH CIRCUIT AND FUNCTION �� ��" �, PLANS PREPARED BY NEMA 3R ENCLOSURE No. C28525 mLIGHT BEIGE COLOR No. 26521, FED. SPEC. 595 (FACTORY APPLIED) Hmmw m C INC. SHEET � Exp. 03-31-98 � 3 3 Consulting Traffic Engineers OFSERVICE WIRING DIAGRAM sTC1V1� o��P 275 Centennial Way, Suite 208, Tustin, 92680 DRAWING NO. F F 714 731 9455 OF CAS 15 q3 FILE: tRACU012.dwg