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HomeMy WebLinkAbout1827-S GENERAL NOTES GENERAL NOTES (CONT.) 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. • THE SPECIAL PROVISIONS. CASE 1 = 7. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL "R" CAB. 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECT— EXCEPT AS SHOWN. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. SECTION OF DOUBLE YELLOW LINE FICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS. CONFORM OR MEDIAN CURB FACE PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. S. 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 "R" CAB. SIDEWALK LEFT TURN LANE N 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL SIDEWALK 30' 15' 10' WORKS CONSTRUCTION, 2000 EDITION. IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON. in o * = 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL PLAN SECTION _o CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED 8"WHITE TURNING LANE LINE n 3 SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION. w COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB- 2, THRU LANE n J STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE J UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO. 10' N ARE NOT SHOWN ON THESE PLANS. (CONTACT David Quezada ) (909) 357-6240 * } SOUTHERN CALIFORNIA GAS CO. (800) 422-4133 CASE 2 R N 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR VERIZON (800) 422-4133 SECTION CAB TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR PACTEL (800) 422-4133 _ C_ 4" LANE LINE LAYOUT. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 (WATER AND SEWER) SI THRU LANE -cD Z UNDERGROUND SERVICE ALERT (800) 422-4133 "R" CAB. • SIDEWALK 10' PLAN SECTION Cr0 4 LANE LINE OR 8 ;r, Q O TURNING LANE LINE w CURB EXIST. C & G In N I N >< THRU OR RIGHT 10' 0 E.C.R. 2 Cr TURN LANE o' ST w 3 CASE 3 "R„ `�, - 2" "R" CAB. SECTION CAB 1. 5' w O 1 6Y " 8„ U C— 6 " LC SIDEWALK TOP OF CURB FACE 1 �Q> 1 ` Y2 10400- 4 _j VAS RIES I o V O O r 0 PLAN SECTION U m TYPE "R" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.I.S.N.S. LEGEND DETAIL PAD DETAIL REFER TO PLAN FOR DISTANCE — TO ADVANCE DETECTORS (EXACT LOCATION BY ENGINEER IN THE FIELD) REMOVABLEOUN TY OF SAN BERNARDIN STEEL CAP SINGLE INPUT EMERGENCY VEHICLE PLANS FOR THE CONSTRUCTION OF ARM LENGTH PREEMPTION DETECTOR O 6D- 24" TRAFFIC SIGNALS AND SAFETY LIGHTING EE SIGN TAB" �- '2" DETAIL Ct 1.5" TO .75" ASTRO Mini—Brae AB-0155—L OR REDUCER AB-0132—L MOUNT ORti STROET AT E AVENUE & BANYAN STREET c A V E APPROVED EQUAL � SIGNAL POLE A I I C 0 (� 3 0 0 MAST ARM 1 COUPLING AT ` 2 (ONE WAY / ONE OUTPUT) BOTTOM-FORSIREET SHEET INDEX L 6•_0- I SIGN WIRING BWYAN f" OR - g- (NIPPLE do g•_p- CONNECTORS NOTE: LB CONDULET, STO CABLE, HANGING BY OTHERS) _ HARDWARE do SIGN BY OTHERS EMERGENCY VEHICLE DETECTORS AVENLIE ' AVENUE ARM TUBE SIZE GENERAL NOTES 1. Title Detail Sheet / LENGTH END O.D. x BASE O.D. x THK. MA l 30 19TH STREET 2. Traffic Signal Plan: Etiwanda Ave. & Banyan S t. 8'-0" 2 3/8" x 3 1/2" x 11 GA SWT Steel o psi minimum er obrication RAN( H 3. Signing & Striping Plan: Etiwanda Ave. & Banyan S t. BASE PLATES ASTM A-35 ASTM A-36 BACK CLAMP FLANGES A-36--53 rade eels CUCAMONG 1 W/4 BOLTS mA IAL I NOTE: NOTE: 4 (ASTM A-307) Ground flush with metal ALL SECTIONS 12" ALL SECTIONS 12" LONGITUDINAL All welds shall conform to AWS D1.1 weld ALL SECTIONS 12": BkSE LINE ROAD SkSE UNE ROAD SIGNAL POLE WELDS specification DIAMETER AT NI N ® ® _ _ ABOVE / FINISH �GRADE STRUCTUREHot dip galvanized perA-123 . sa W. I NOTE: CHURCH STREET mu HARDWARE Hot dip galvanized per AS A-1 . ALL SECTIONS AVEN TIONS 12" . R AVENUE O1. N STRUCTUREdo In accordance with t 'Specification for Structural— G G Y A A R CLAMP its of Hi hwSSigns, Luminares and • OR • OG FOOT14L BOULEVARD HARDWARE tJ TSfic Signals. 0 1994 BOULEVARD WELDING In accordance with the -Specification for Structural G c O 1 1/2- DIA. Supports of High waayy Signs, Luminanes and G G No. DESCRIPTION OF REVISION DATE CITY DEBURRED Traffic Signals. AASHTO 1994 O ARROW RO1nE APPROVED: SIGNAL POLE HOLE IN CLAMP 1 DIA. DOLE IN DETAIL "A" MAS-5A DETAIL "B" DETAIL "C" S BN �Wt5 s CITY OF RANCHO CUCAMONGA CLAMP SUPPLIED WITH A TYPE "F' ARM _ _ R,Y,G = 02, 04, 06 or Oa TR AFF I C SIGNAL PLAN 8" -16UNC BLUNT YA GA - 01, 43, 45 or 07 + POINT TAPPING 3" x 0 SCREW (PILOT T HOLE AS RERAD. D. ( ) o U/ E T I W A N D A AVENUE DRILLED) _ SIGNAL DISPLAYS NOTCH OR DRILL 1" DIA. HOLE ' RAD. ,• ,- AN AND BANYAN STREET FOR DRAINAGE W/GROMMET 4 4 2 R'I t— RNA DI 0� �a��ofEss/ IN POLE -r DIA. v��t GENERAL INFORMATION AND DETAILS rt (FIELD DRILLED) 16 DRILL CLAMP DETAIL SIGN TAB DETAIL NOTE: SPECIAL PROVISIONS FOR CITY OF ON TA RIO �~ ����N w'4l °s APPROVED BY: — DATE�%� / / / ///- CITY ENGINEER RCE: 2495 THIS WORK ARE ON FILE IN THE TRAFFIC SIGNAL LOCATION ` C-> NaM N ' HORIZONTAL IISNS MAST ARM OFFICE OF THE CITY ENGINEER . � � � � � � � � � � � � � � � � � � 0 C A T 0 N MAP DESIGN LAN A RECOMMENDED dI fr f Y��. �! B.E.W. 41 Corporate Park / CAL�F�+ Irvine, Suite 300 SHEET NOT�0 SCALF 7 B.E.W. URB�AN one: 9 99 49) 6W-14 1 of 3 CR tt'noS ax. (949) 660-1911 CHECKED R.C.E. NO 52916 DRAWING NO. J A DATE i 9T62 FILE NO I B A7-5 Shte,+ 23 0-' ZS CONDL CTOR SCI-, L !F CONDUCTOR SCBE POLE SCHEDULE S.C.C. POLE # 1 2 4 5 6 8 g S.C.C. CIRCUIT 1 2 4 5 6 8 9 I I STANDARD HPSV SIGNAL M.T.G. PPB PPB EQ EQ ■ PLACEMENT 01 02, 02P - - - 1 - - _ 1 1 COMMON - - - - - - - - - I 1-N-04 I NO. TYPE HEIGHT SIG. M.A. LUM. M.A. LUMINAIRE I.I.S.N.S. VEHICLE PED PHAS QUAD PHAS QUAD B C E REMARKS #l0 Q2 03, 08, 04P - - 1 1 - - - 1 1 LUMINAIRES - - 2 2 2 2 2 2 - CONTRACTOR � ��" NG�H w�u�acT R 0 - - 1730 -4B SV-1-T SP-1-CS 4 2 - 106NTTW CRY I O — I ST CONTRACTOR SWM VERIFY POLE TYPE AND LOADING WR POLE MANUFACTURER 12C 0 03, 08, 08P - 1 1 1 - - - 1 1 #12 1.1.S.N.S. - - 2 2 2 2 2 2 - Z I I 20 15 30' - 12 250W �nm+ 2900 - - SV-1-T SP-1-CS 2 3 - - 2' 6 - Ar+D NOTTFY THE CrtY ENGMiEER BEFORE ORDERING POLE ❑7 1 DLC O~ , , CONTRACTOR SHALL VERFY POLE TYPE AND LOADMIG WRH POLE MANUFACTURER ® 01, 02P 1 1 1 1 - - - 1 1 EVP - 1 1 2 1 1 2 4 4 I I 03 18-4-80 17 30 - - - RIAS MAS-5A SV-1-T SP-1-CS 2 3 - - - 9 13 AM NOTIFY THE CITY DMEER BUM ORDERING POLE. I N J 4 '0 Qto 10 - - - - - - TV-1-T SP-1-CS 8 4 - - - 01, 01P SIC 5 - - - - 1 1 1 1 1 - - - - - - - - - 5 13 CONTRACTOR SWY.L VERIFY POLE TYPE AND LDADMIG WIH POLE WWACTURER �5 19-4-80 30' 30' 12' 25OW Ee angio shoo MAS MAS-4B SV- SP-1-CS 8 4 - - - 10 0' AND NOTIFY THE an ENaNEER BEFORE aROERnrc POLE 04 07 0 - - - 0 1 DLC - - - - - - - 6 P - -8 1 1 1 1 3 4 © 1A 10 TV-1-T SP-1-CS 2 1 2' 11 ' CONTRACTOR SNN1 VERY POLE TYPE AND LOADING WITH POLE MANUFACTURER Q 04, 07, 04P - - - - - - 1 1 1 0 2 DLC 2 2 2 2 - - - 2 2 I I 70 19-4-80 30 30 12 250W � 12eoo - MAS-5A SV- SP-1-CS 2 1 - - - 3 14 AND NOTIFY 1HE i ENGINEER BEFORE ORDERING POLE � I I TYPE AND LOADW WITH POLE M P 002, 01P - - ' CONTRACTOR SWM VERIFY OLE MANUFACTURER ER - - - - 1 1 0 3 DLC - - - - - 2 2 2 2 I I ® 15 30 - 12' 250W EtiWaida AVE ww - - SV-1-T SP-1-CS 4 2 - - 14 3 - AND NOTIFY THE CRY ENGMEM BEFORE ORDERING POLE. ' MOUNT BUTTON ON TOP OF POLE WITH EOUESTRM SIGN BELOW. TOTAL 1 2 3 4 1 2 3 8 8 DLC 0 4 DLC - - 2 2 - - - 2 2 I I ( 90 1A 7' - - - - - - - - - - 2 3 - 7 -16 II , I I lA 7 2=1 7 _ _ _ _ _ _ _ _ _ _ _ MOUNT BUTTON ON TOP OF POLE WRH EOUESTRM SIGN BEI-OW. 01 04PPB 1 1 1 0 5 DLC - I 15 1 15' I II 02 02PPB - - 1 1 - - - 1 1 0 6 DLC - - - - - - - - - I I I � � PPI41290986 NOTE• POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO ORDERING POLES. ■EXACT POLE LOCATIONS DETERMINED BY ENGINEER IN THE FIELD. I I I POTHOLE POLE FOUNDATION LOCATIONS PRIOR TO ORDERING POLES. 1 I 3 02PPB - - - - 0 7 DLC - - 2 2 - - - 2 2 ; 1 1 1 1 1 I II I I I II 4 008PP8 0 8 DLC - - - - - 2 2 2 2 CONSTRUCTION NOTES : 1 3C I II I I II 5 TOTAL 2 2 6 6 - 4 4 13 14 08PPB - - - - I O 1 1 1 1 1 ❑7 1 DLC I ; I I ❑1 FURNISH AND INSTALL NEMA TYPE CONTROLLER AND ONE TYPE R, CABINET, INCLUDING LOOP SENSORS, MODEM, & TERMINATION BOX PER CITY STD. 408 AND SPECIAL PROVISIONS. THE CABINET DOOR SHALL HINGE ON THE RIGHT SIDE. 4 2 © 01 PPB - - - - - 1 1 1 1 CONDUIT SIZE 2- 12.501 3" 3.5" 2" 3" 3.5" -4 -4 I ; ; I O 7 O 01 PPB - - - - - - II I I ❑2 FURNISH AND INSTALL TYPE III BF SERVICE WITH 120V/240V SERVICE PER CITY STD. 407 AND SPECIAL PROVISIONS.1 1 1 ( I I SIGNALS AND IISNS SHALL BE METERED WITH 50A BREAKER FOR SIGNALS, 15A BREAKER FOR IISNS. 8 - - - - - - - 1 1 ' I z SAFETY LIGHTING SHALL BE 30A BREAKER UNMETERED. 3 04PPB O I QUADRANT 90 01 EPB - - - - 1 1 1 1 1 I ( I ❑ INSTALL SINGLE DIRECTION EVP DETECTOR. PEDESTRIAN PUSH BUTTON LOCATION ® INSTALL SIGN PER CALTRANS STDS. ON SIGNAL MAST ARM. (TOP VIEW) @0 01 EPB 5 INSTALL STACKED 5-SECTION HEAD PER DETAIL "A". I ( I I I © N/A TOTAL 1 2 3 4 2 3 4 10 10 I ( I Ir ' I I I7❑ INSTALL 1 1/2- CONDUIT AS INDICATED. ® INSTALL 2" CONDUIT WITH PULL ROPE FOR FUTURE INTERCONNECT. SEE STREET IMPROVEMENT PLANS FOR DETAILS. I I I I I I II INSTALL 3 CONDUIT AND 3 #6 CONDUCTORS AS PER SCE REQUIREMENTS. SERVICE POINT (HAND HOLE TO BE NUMBERED AFTER INSTALLATION PER DRY UTILITIES PLAN). II I I I I I I 08 I , I I N I III /c (c Q I ` PP18841GT BANYAN FUTURE CURB FACE � - I � ?, , FUTURE CURB FACE PPI4207523E PPIJ8671.3E FUTURE B/KE LANE `� �� P ® FUTURE CURB FACE R/W (DR/W 1�3 6 $ 1 - ____ ----------------- ---------------- -------- - - - - =-7:---- - (��y7�//� 6♦ ' - � - ._ .-._. _ .-._.-.-.-. .-.-.-. ,- Y L \ --------------------------------------------------------------- - — — — — ——— —— —— — — — — —— —— ——— — — — ——I—— — — — — — — — — — — — —— — — — — — _ i Ol "SIGNAL" 00 Z 1 ► J o I I I J ( W41 i 20' 20' I I I I O1 "AHEAD" I I I I I I I I CONSTRUCTION NOTES I I 1 ' I ► ( I ► I RS - REMOVE AND SALVAGE SIGN AND POST TO CITY YARD. I ' I (3E EXISTING SIGNAGE TO REMAIN. PAINT PAVEMENT MARKINGS PER CALTRANS STANDARDS. I � i I O INSTALL TRAFFIC SIGN PER CITY STANDARD PLAN 401-A AND 401-B. RS 17 3 03 SANDBLAST CONFLICTING STRIPING. REMOVE CONFLICTING RAISED PAVEMENT MARKERS. I I I I I ® PAINT 12" SOLID WHITE STRIPE. 5 PAINT 8" SOLID WHITE CHANNELIZING LINE-PER CITY STANDARD DWG. 133. ► O 6 PAINT DOUBLE YELLOW STRIPE-PER CITY STANDARD DWG. 133. I � ► O ©225' 0 45:1 i 1 I I I , I I I I I I I I I ► I I ► I � ► 1 ► 15' ' 25' I I I 1 I I h I ► I @90' I I I I I ► I I I I I I I 01 TYPE IV (LT 05 150' i I 6 150' I FUTURE 5' BIKE LANE FUTURE CURB FACE 0"45" ; ' -OTYPE IV (LT) 1 ' � 1 "SIGNAL AHEAD" �E)R2(45 RSR 1 3 1 15 1 15 I RSR 1 EXISTING EDGE OF PAVEMENT BANYAN STREET 6 175' A 45:1TYPE IV (LT) O1 TYPE IV (LT)-/ u� ; `., 6 240' ® 45:1 6 365' 2 W41 T ©90' ©150 h ------------------------X- At+E- --------------------------------------------------------------------------- ---------------- ---- ---------------------------------------- -------- ------------ --------- ------------------- ----------------- ------------------ --------- -- --------- ------- ----- - / ----- - --- ------ - -- - ---- -- -- -- - ---- --- - ----------------- ----- ----------- -- -- -- ------ -- - ----- ---------- - -------------------------------------- -t— �- ----------------------------- ------ ------ --------- ------------------ o ►� `�' � ,-` ---------- -------- -- ---- ----- --- ------------ - ----- ----------------------- --- ----- -- --------- -------- --- r ------- --- -- ------ - _------ - -------------- --- - - - -- 4 fl 4 3 3 0 50' TYP. 1 9- ---------- ----------- - , ------- ----------------------------------------------------------------------- ----------------------------------------------- ----- - �. RS R1 - ----- - ---- - = 490' TO (2W41 - -- - - --� - - - - - - - - — - - - - LIMIT LINE R1 O1 TYPE IV (RT) 05 150 Oj TYPE IV (RT) 1/' 3 E R2(45) BANYAN STREET " " -------------------- ---------- -- ---- 1 STOP -------------------------___________ � O1 "SIGNAL AHEAD" 2 R1 ---------- - --------------------------- ; 18' 1 18' I 1 TYPE IV (LT) Rl* LU REL O225' I 5225' 6 i I I I I EX. R/IY a � I BLOSSOM RL . .. I I I I ; I � 1 1 R 1Wi i I 1 TYPE IV (LT) � � I I I 1 ' 6 80' 1 I I 1 I I i \EIG7 Ld1 I I ' I I 28' 18' �\ Zj�_/R1 — ' I ------------------------ ' ----- —lw ----- ----- 1 1SHASTA DR . i I I i I 1 ► --------------------------- ----- �7 I � I I 1 i i 6 160' ® 45:1 pp CITY DESCRIPTION OF REVISION DATE APP'D CITY OF RANCHO CUCAMONGA I I =$ i I 3 SIGNING AND STRIPING PLAN I I i I I 1 IGNAL AHEAD 1 I Y I S ETIWANDA AVENUE AT 1 �� r e n I SCALE. 7 = 40 � I '0 Q I I ► �O I • �, qq BANYAN STREET I , -LO .4-XI i RS 17 TRACT MAP No. 16147 O2 W41 I ! ON APPROVED BY DATE 0 S �f v CITY ENGINEER R.C.E. No. 24953 0 20 40 80 120 160 Wm DESIGN I � DES G RECOMMENDED DIAL - I I i i C.> Nm mm N BW ` I At CS TVO VBEFORE I 1 I I IIS t?131/06 DATE O� 41 Corporate Pork BEFORE -.. mars BEFORE ' - -- - I ► * * Suite 300 YOU DIG YDU DIG 1 I I DRAWN Irvine, CA 92606 SHEET SCALE 1 4 0' 1 ' 24' 22' ► I 8l� CI V 1�- ��� Phone: (949) 660-1994 TULL FREE 1-800-227-2600 ; , I T URBAN f BW 3 0 3 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i CR` _ � � CAl1F �R��,�.�=��A�S Fax. (949) 660 1911 CHECKEDCARLETON WATERS R.C.E. No. 52916 DRAWING No. J � DATE 12/31/06 FILE NO. ' r Skf 2S oT 2 s