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HomeMy WebLinkAbout2046-SQ N i 3 j a - C A 8E 1 SECTION "R" CAB. SIDEWALK PLAN PLAN CASE 2 CTION N CASE S SECTION ■ "R" CAB. o 7 s a SECTION CAB :d SECTION EXIST. C & G CAB ;IDEWALK :6: IF— VARIES RIES TYPE •RO CABINET FOUNDATION AND PAD DETAIL REMOVABLE STEEL CAP ARM SIZE "A" � L. "D' D" .— SEE NOTE 3 �/� LB. CgNDULET BL V LJ AR � NIPPLE Foothill 7200 (L IN �k80TTOM OF NOTE: L FOR INTERNALLY ILLUMINATED STREET NAME 6" SIGN AND ELECTRICAL DETAILS, SEE STATE STANDARD PLAN N0, ES -33 AND THE SPECIAL PROVISIONS. SIGN I A- I END OD 0 THICKNES 'L" 'D" ' -0 ' -0 2 1 3 10 GA 48- 18- '-0 ' -0 2 I 3N 1 10 GA 60- 24" SECTION 'B —B" NOTES: 1. MATERIAL- STEEL OF 40,000 PSI NOTCH OR DRILL MIN. YIELD AFTER FABRICATION. FOR DRAINAGE Ll(=� 2. GALVANIZED FINISH. rt 3. USE SPECIAL HORIZONAL MAST CLAMP DETAIL ARM CL.EVIS ASSEMBLY BY NUART. HORIZONTAL IISNS MAST ARM STANDARD f U BOLTS ASTM A -307 SIGNAL POLE DIAMETER SIGNAL POLE DW. EBURRED HOLE IN CLAMP 1" DIk HOLE W /GROMMET IN POLE OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE LEFT TURN 8-WHITE TURNING LANE LINE uarn»_iehl THRU OR RIGHT TURN LANE Tnn /lr n, IOM r., nr LOOP DETECTOR PLACEMENT REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS F 0 3 U-1 z a a U } w z J H J Of 0 Y J Q 3 In N 0 U N GENERAL NOTES 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN THE SPECIAL PROVISIONS. 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECI- FICATIONS, TRAFFIC MANUAL MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2000 EDITION WITH LATEST AMENDMENTS. 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT ARE NOT SHOWN ON THESE PLANS. 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. O w_ I E.C.R. w II O .� �13 ._ O O aV POLE LOCATION CODE (EXACT LOCATION BY ENGINEER IN THE FIELD) PLANS FOR THE CONSTRUCTION OF TRAFFIC SIGNALS AND SAFETY LIGHTING GENERAL NOTES (CONT.) 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. 7. VEHICLE INDICATIONS SHALL BE 12 ", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL EXCEPT AS SHOWN. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL IN ADVANCE OF NEED. SEE STANDARD PLAN 407. 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. UTILITY COMPANIES PHONE NUMBERS SOUTHERN CALIFORNIA EDISON CO. (CONTACT ANDREA WONG) 909 357 -6240 SOUTHERN CALIFORNIA GAS CO. 800 422 -4133 VERIZON (800) 422 -4133 PACTEL (800) 422 -4133 CUCAMONGA COUNTY WATER DISTRICT (909) 987 -2591 (WATER AND SEWER) UNDERGROUND SERVICE ALERT (800) 422 -4133 AT ETIWANDA AVENUE AND CHURCH STREET /MILLER AVENUE IN THE CITY OF RANCHO CUCAMONGA BIKE PUSH PIED PUSH BUTTON BIKE /PED PUSH BUTTON DETAIL NO SCALE NO SCALE I.I.S.N.S. LEGEND DETAIL 1.5" TO .75" REDUCER EMERGENCY VEHICLE PREEMP77ON DETECTOR AS7RO Mini -Brae MOUNT OR APPROVED EQUAL SIGNAL POLE MAST ARM (ONE WAY / ONE OUTPUT) EMERGENCY VEHICLE DETECTOR SED &c DAw Guem rM 1 -B TRADEMARK STREET JCNO CUCAIMoNGA1CA i ff ff If A\ SEE SNT Z F'-oFR REVI SIOV t .K, a ER TRAS L4 44' (R0 20!5, M'no) : D - g A -- 04130113 No. REVISION APPR. DATE ,4 CITY OF RANCHO CUCAMONGA Cmm F > ¢` TRAFFIC SIGNAL CONSTRUCTION DETAILS PREPARED UNDER THE SUPERVISION OF OCK E. MILLER - R.C.E. 29403 QRpfESS /ON' co No. 29493 m EXP. 3-31-07 Plq CIvIN- �P APPROVED BY CITY ENGINEER DESIGN dpa DRAWN kiv CHECK ETIWANDA AVENUE AND CHURCH STREET i DATE R.C.E. N0. 495 PLANS PREPA ED BY RECOMMENDED (i A�s \mKatz, Okitsu &Associates SHEET Tm f(Lc Engia m std %Zpmf wn %nRm j OF 2 685 E. CARNEGIE DRIVE, SUITE 125 SAN BERNARDINO, CA 92408 DRAWING NO. Tel: 909.890.9693 Fax: 909.890.9694 � O � / www.katzokitsu.can t7 ¢ 0 I 0 V) W 3 0 l W 0 U 3 t= W u'f N 0 Y DETECTOR 1 1/2- TO 3/4- REDUCER /1 1/2" NIPPLE d ¢ 1 1/2- TEE F ¢ 3 O 1 1/2- ELBOW �U) z 1 1/2- PIPE 0 7 VEHICAL HEAD EVP MOUNTING MENTION DETAIL NO SCALE I.I.S.N.S. LEGEND DETAIL 1.5" TO .75" REDUCER EMERGENCY VEHICLE PREEMP77ON DETECTOR AS7RO Mini -Brae MOUNT OR APPROVED EQUAL SIGNAL POLE MAST ARM (ONE WAY / ONE OUTPUT) EMERGENCY VEHICLE DETECTOR SED &c DAw Guem rM 1 -B TRADEMARK STREET JCNO CUCAIMoNGA1CA i ff ff If A\ SEE SNT Z F'-oFR REVI SIOV t .K, a ER TRAS L4 44' (R0 20!5, M'no) : D - g A -- 04130113 No. REVISION APPR. DATE ,4 CITY OF RANCHO CUCAMONGA Cmm F > ¢` TRAFFIC SIGNAL CONSTRUCTION DETAILS PREPARED UNDER THE SUPERVISION OF OCK E. MILLER - R.C.E. 29403 QRpfESS /ON' co No. 29493 m EXP. 3-31-07 Plq CIvIN- �P APPROVED BY CITY ENGINEER DESIGN dpa DRAWN kiv CHECK ETIWANDA AVENUE AND CHURCH STREET i DATE R.C.E. N0. 495 PLANS PREPA ED BY RECOMMENDED (i A�s \mKatz, Okitsu &Associates SHEET Tm f(Lc Engia m std %Zpmf wn %nRm j OF 2 685 E. CARNEGIE DRIVE, SUITE 125 SAN BERNARDINO, CA 92408 DRAWING NO. Tel: 909.890.9693 Fax: 909.890.9694 � O � / www.katzokitsu.can t7 ¢ 0 I 0 V) W 3 0 l W 0 U 3 t= W u'f N 0 Y CONDUCTOR SCHEDULE FURNISH AND AWG POLE RUNS Q Q Q A4jAjQjAjA&jz!LjAl PRE- EMPTION (EVP) DETECTOR PER THE MANUFACTURER'S SPECIFICATIONS TO 1 PROVIDE THE INTENDED OPERATION. EVP'S SHALL BE MOUNTED AT 17' HEIGHT. 2 EXACT LOCATION AND DIRECTION OF EVP'S SHALL BE DETERMINED BY THE 1 ENGINEER IN THE FIELD. 1 2 2 1 -N -04 4 12c O 06. 06P/ 04PPB 1 1 -N -07 7 1 3 2 1 -S -08 8 2 1/1 C A 2 02, 03, 04, 04P/ 01PPB 9 2 4 2 2 -W -02 1/1 2' 3' 1 1/1 B ^ (.i 1 03, 08, 08P /06PPB V 5 2 2 -N -04 12 4 15' * 1 2 -N -07 15 3 L E O02, 01, 01P /08PPB, 018PB 2 -S -08 16 Xz Miller Ave 12900 1 3 -E -01 17 1 7 2 3 -W -02 5O 02 1 SP -1 -CS 1 3 -N -04 20 2 8 2 4 -E -01 25 3 O02, 02P/ 08PP8 1 4 -W -02 26 3 9 2 0' 4 - - 1 O07 08 08P/ 02PPB P 3 - 10 2 a04&07 4 - TV -1 1 EP 3c O 02, 04, 07, 04P/ 02PPB 11 2 7 P 6 - 7 1 -A 10' - - G A O 01, 02, 02P/ 04PPB 026PB - SP -1 -CS 13' 3' 2 8 1 1/1 - 8 B L 10 01 15' * 250W SV -1 -T 2 -MAS SP -1 -CS 4' 8' 1/- 1/- E Miller Ave 12800 _ 9 15 25' 6' * 250W TV-2 -T - SP -1 -CS 3' TOTAL 1/1 2/2 3/2 4/3 1 5/4 1 6/5 1 1/1 2/2 3/2 10/8 #12 I.I.S.N.S. - - 0' 3' 1 2 2 2 2 1 2 #10 LUMINAIRES 2 1 2 2 2 2 1 2 * * 24 SM FIBER OPTIC EVP 1 2 2 1 2 2 4 01 4 4 4 4 02 4 4 4 LOOP DET. 03 2 2 2 2 2 2 2 CABLE 04 4 4 TYPE C 07 2 2 08 3,z 3.a' 3x 3x 3,2' 3.2' 3 ,z TOTAL `3 15-w 5 /Y cIX 90 1533 4 4 Igyl CONDUIT SIZE 3" 1E X3..5- E 3.5° 3.5" E 3.5" 3.50 3" E%3.5" ALL CONDUIT, CONDUCTORS AND CABLES SHALL BE NEW * -5C CABLE TO BE USED FOR PED /BIKE PUSH BUTTONS. * *- BY OTHERS. CONDUITS FOR RUNS 2,315,8 AND 9 ARE EXISTING CONSTRUCTION NOTES E1 FURNISH AND INSTALL 8 PHASE NEMA ASC /2S -2100, CONTROLLER ASSEMBLY, DETECTOR SENSORS AND AUXILIARY EQUIPMENT IN A TYPE "R" CABINET, EXACT LOCATION TO BE DETERMINED BY THE ENGINEER. SEE SPECIAL PROVISIONS. 22 FURNISH AND INSTALL MODIFIED TYPE III -BF SERVICE ENCLOSURE PER STANDARD DRAWING No. 407 AND SPECIAL PROVISIONS. 1 50A -SP CIRCUIT BREAKER METERED SIGNAL 1 30A -SP CIRCUIT BREAKER UNMETERED LIGHTING 1 15A -SP CIRCUIT BREAKER METERED I.I.S.N.S. 31 INSTALL 3" CONDUIT WITH PULL ROPE TO SCE VAULT #V5534243 (APPROXIMATELY 500' WEST OF ETIWANDA AVENUE ON CHURCH STREET) , CONDUCTORS BY SCE. ® FURNISH AND INSTALL SINGLE INPUT, SINGLE OUTPUT EMERGENCY VEHICLE PRE- EMPTION (EVP) DETECTOR PER THE MANUFACTURER'S SPECIFICATIONS TO PROVIDE THE INTENDED OPERATION. EXACT LOCATION OF DETECTOR SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. 5❑ FURNISH AND INSTALL SIGN ON MAST ARM AS SHOWN. MOUNT PER CALTRANS STD. PLAN ES -61", DETAIL "U ". © FURNISH AND INSTALL SIGN ON POLE PER CALTRANS STANDARD PLANS AS SHOWN. 7 ❑ FURNISH AND INSTALL SINGLE INPUT, SINGLE OUTPUT EMERGENCY VEHICLE TYPE PRE- EMPTION (EVP) DETECTOR PER THE MANUFACTURER'S SPECIFICATIONS TO 1 PROVIDE THE INTENDED OPERATION. EVP'S SHALL BE MOUNTED AT 17' HEIGHT. 2 EXACT LOCATION AND DIRECTION OF EVP'S SHALL BE DETERMINED BY THE 1 ENGINEER IN THE FIELD. 1 ® FURNISH AND INSTALL PULL BOX FOR FIBER OPTIC INTERCONNECT BY OTHERS. ❑ 9 FURNISH AND INSTALL FIBER OPTIC INTERCONNECT TERMINATION UNIT AND APPURTENANCES, INCLUDING ALL INTERFACE CABLES, CORDS, CONNECTORS AND FIBER OPTIC MODEM PER MANUFACTURERS SPECIFICATIONS AND TO THE SATISFACTION OF THE ENGINEER. GENERAL NOTES: SEE DETAIL SHEET -_R �\W Qrc, North 1 " =20' INSTALL 1.5 "C., 1 -DLC INSTALL 2 "C. TO VICTORIA GARDENS LANE APPROXIMATELY 1500' FROM CONTROLLER TO CONTROLLER. FOR -RWO 0. SiRIERS� v.o w r '5 jr09 F/BER op 4E. CA94,f gF JivSrAUEV 3Yo'060j DETECTOR SCHEDULE POLE N0. SENSOR DETECTOR CONTROLLER INPUT LOOPS PER CHANNEL NO.F>FA—NNEL S.N.S. TYPE 1 1 -E -01 1 1 1 2 1 -W -02 2 2 1 1 -S -03 3 1 2 2 1 -N -04 4 2 TV -1 1 1 -N -07 7 1 3 2 1 -S -08 8 2 2 1 2 -E -01 9 2 4 2 2 -W -02 10 2' 3' 1 2 -S -03 11 .3"1 5 2 2 -N -04 12 4 15' * 1 2 -N -07 15 3 6 2 2 -S -08 16 Xz Miller Ave 12900 1 3 -E -01 17 1 7 2 3 -W -02 18 1 SP -1 -CS 1 3 -N -04 20 2 8 2 4 -E -01 25 3 10' 1 4 -W -02 26 3 9 2 0' 4 - - 1 - P 3 - 10 2 a04&07 4 - TV -1 1 EP 5 - 11 2 7 P 6 - * EVP DISCRIMINATOR �v ,W 1 -S -08 POLE AND EQUIPMENT SCHEDULE PER CALTRANS STANDARD PLANS DATED JJLY 1992 POLE N0. SIGNAL STANDARD SIGNAL MOUNTING PLACEMENT DIMENSIONS PED PUSH BUTTONS I.I.S.N.S. S.N.S. TYPE HEIGHT SIGNAL M. A. LUM. M. A. LUMINAIRE HPSV POLE VEHICLE MAST ARM VEHICLE POLE PEDESTRIAN "A" " B" ARROW QUAD 1 1 -A 10' - - - TV -1 - SP -1 -CS 12' 3' 4 -mss— 3 - - 2 1 -A 10' - - - TV-2 -T - SP -1 -CS 14' 3' 1 —i► 5 - - 3 26 -4 -80 25' ** 40' 15' * 250W SV -1 -T 2 -MAS SP -1 -CS 3' 8' 1 5 Miller Ave 12900 _ 4 15 25' 6' * 250W SV -2 -TB - SP -1 -CS 11' 6' Z8 "~ 5 7 - Etiwanda A 5 1 -A 10' - - - TV -1 - - 0' 3' - - - - - 6 1 -A 10' - - - TV -1 - SP -1 -CS 13' 3' 8 40 7 - - 7 1 -A 10' - - - TV-2 -T - SP -1 -CS 13' 3' 2 8 1 - - 8 26 -4 -80 25' 15' * 250W SV -1 -T 2 -MAS SP -1 -CS 4' 8' 2 .00 1 Miller Ave 12800 _ 9 15 25' 6' * 250W TV-2 -T - SP -1 -CS 3' 3' 4 2 —� =1 - Etiwanda 7Ave 10 1 -A 10' - - - 1V-1 - - 0' 3' - - - - - ALL EQUIPMENT SHALL BE NEW *ALL LUMINAIRE MAST ARMS SHALL BE STRAIGHT ARM TYPE (NO ARCH) * *MODIFIED POLE HEIGHT • I.I.S.N.S. SHALL BE HUNG FROM HORIZONTAL SIGN ARMS PER THE SPECIAL PROVISIONS. • STREET NAME SIGN SHALL BE MOUNTED ON TRAFFIC SIGNAL POLE AT 16' HEIGHT. CONTRACTOR SHALL INSTALL TWO (2) SIGNS ON EACH POLE. �i 1 ce- rn CONSTRUCT AC ACCESS RAMP PER CITY STD 102 QEVISED GOOF DETf Mr- FLACEmEWT PETZ DP.AWIW(4 IJo. ZM- 5 INSTALL 1.5 "C., 1 - B TRADE PHASE DIAGRAM GROUP A GROUP B - - - - -► OL z 01 02 03 04 z NOT NOT f _z USED USED ; o- T 05 1 06 07 j 08 1 5 1.5 "C., 1 -DLC R \W 1 -E -01 venue R \W REVISION I APPR. I DATE CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL CONSTRUCTION PLAN CA gI'730 ETIWANDA AVENUE UNDER THE SUPERVISION OF AND 9 CHURCH ST / MILLER AVE MILLER - R.C.E. 294 3 kAPPROVEDBY � j DATE Y ENGINEER R.C.E. NO., DESIGN PLANS PREPARED BY RECOA�M� LADED dpa V�l� DRAWN roffKatZ, Okitsu & Associates SHEET klv ffic Eng►neers and Ttmispxwwn Am'm 2 OF 2 685 E. CARNEGIE DRIVE, SUITE 125 CHECKED, SAN BERNARDINO, CA 92408 1 DRAWING NO. Tel: 909.890.9693 Fax: 909.890.9694 1 �O / _ S www.katzokitsu.com 4 l7 0 1 0 w 0 U) of U 3 w rn N 0 Y