HomeMy WebLinkAbout1462-S GENERAL NOTES
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 JANUARY, 1988, AS SHOWN ON THE PLANS AND IN TRAVELLED PORTION OF THE LANE, EXCEPT AS SHOWN.
CASE 1 THE SPECIAL PROVISIONS. SHALL BE
7. -VIF11166r WPIC :PONS SHA66 BF 12". PULLBOXES`No. 5 AND CONDUIT 2" RIGID METAL
• ' NGS
SECTION "P" CAB. ( = 2. TRAFFIC SIGNS, STRIPES, MARK AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI- EXCEPT AS SHOWN.
OF DOUBLE YELLOW LINE CATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL. AND STANDARD SPECIFICATIONS. CONFORM
. •, :' • • OR MEDIAN CURB FACE PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL 8E 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS
SI EWALK �� - --- - -- -- =- MARKERSAND (ONE 50 AMP), ILLUMINATED SIGNS ONE 15 AMP), AND SAFETY LIGHTING (ONE 30 AMP PER
"P" CAB. -) LEFT T RN ANE N 3. A 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, 1991 EDITION. IN ADVANCE OF NEED. SEE SERVICE WIRING DETAIL HEREON.
to 0 = 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 INSTALLAT11ONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED
Ct 8" WHITE TURNING LANE LINE 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 ;,� 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
Q UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO.
10, iv U ARE NOT SHOWN ON THESE PLANS. 714) 947-8227
CASE 2 * 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR SOUTHERN CALIFORNIA GAS CO. B00 422-4133
"p^ * TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR GENERAL TELEPHONE CO. 800 422-4133
SECTION CAB. CL 4" LANE LINE - - - ;,� LAYOUT. PACTEL 1800 422-4133
CUCAMONGA COOUNTY WATER DISTRICT 714) 987-2591
(WATER AND SEWER)
" " SIDEWALK �� THRU LANE -04 w UNDERGROUND SERVICE ALERT (800) 422-4133
A
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SIDEWALK •' 0 10'
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PLAN SEC11ON
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CASE 3 � iv It
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TYPE "P" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.I.S.N.S. LEGEND DETAIL
PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER IN THE FIELD)
- - - TO ADVANCE DETECTORS
rm
PEU PLANS EOR THE CONSTRUCTION OF
I I TO120 12) V SERVICE TR A E E I C SIGNALS AND SAFETY LIGHTING „ „ EMERGENCY VEHICLE
(2 #12
(2 I I/2 TO 3/4 PREEMPTION DETECTOR
REDUCER
TO LI.S.N.S. (2 #12)
ASTRO MINI-BRAC MOUNT
AT
t SIGNAL POLE OR APPROVED EQUAL
TEST SWITCHLu MAST ARM
CONTRACTOR :FLi i \ r\ v 1 \ EMERGENCY VEHICLE PREEMPTION SIGNAL DETECTOR
TYPE III PHOTOELECTRIC DETAIL N.T.S.
CONTROL WIRING DIAGRAM
125 AMP METER
SAFETY SOCKET P.E.U. VINEYARD AVENUE AT ARROW ROUTE
SOCKET
VICINITY MAP
ABLOCKS SHEET INDEX
REMOVE-NO
CONNECTION BASE LINE AVEREMOVECONNECT FOOTHILL BLVD SHEET LOCATIONAs C3V(LT ,�,,, 14-q3
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I � Q' Q�pUss/0p' No. DESCRIPTION OF REVISION APPROVED DATE
------ ARROW ROUTE � 'g' 1 TITLE SHEET ��o 10n, /may
---- t---- L-----r;t-- ------------� CHURCH CITY OF RANCHO C U C A M O N G A
I REMOVE-NO I EIGHTH ST. z s N b 2 TRAFFIC SIGNAL PLAN z No. 19417
CONNECTION 30 AMP ' (LOCATION "A") ExR9-30-93 * TRAFFIC SIGNAL
OA N pg 50 AMP. UNMETERED > Q �l'r£OF CA1�E0��\� GENERAL NOTES AND DETAILS
1/0 SERV. 15 AMP. 1/0 EQUIP. Q o a FOOTHILL BLVD - TQ ACCl/'� SIGN
Al 1]i ASL__ PPA • -•
GROUND GROUND � a .41 0 A TI ON " '„ '�.�
TOI.I.S.N.S. TO TRAFFIC TO Q z w PREPARED UNDER THE SUPERVISION OF VINEYARD AVE. AT ARROW ROUTE
PHOTO ELECT. SIGNAL CONTROLLER LUMINAIRES 0° 5 = % LIG. ka, *h—, DATE 3-Z•l-f l
CONTROL HILBERT WILLIAM DICKSON, R.C.E. NO.19417 APPROVED BY: DATE—
SERVICE WIRING CITY ENGINEER R.C.E.NV
— - -- en DESIGN RECOMMENDED
_ ^ Immel and Assocletes J t(-{-
TRAFFIC ENGINEERING CONSULTANTS l - --
3661 SPRUCE STREET•NEWORT BEACH. CALJFORNtA 92660 DRAWN SHEET
(714)est—x616•FAX(714)652—W57 700550
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1-41 AT POLE LOC4770AIS 0 O7 /N5TALL E,Y.P. 5EN50R UA//T O/V MP OF S/GA/QL NA 977A9 M. I I ♦ INSTALL NEW 516A1 P,gNEL S ONLY "As E!>Ij l LT ' 4-14$r5
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COMPLETE,,PEMOI1EEX/ST/NG FOUNDAT/O/V,
��illi����c4�yG� DESCRIPTION OF REVISION DATE APPROVED
�PEMOYE ANv S.4L(AGE EX/Sr/NG PV 1�v01cAri ons //V$TAL L /VEW 3 SECTION /Z" Np. 19417 '
CITY OF RANCHO CUCAMONGA
exp 9-3093 )1}
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PREPARED UNDER THE SUPERVISION OF ARROW .ROUTE
7 *Z-,���DATE .3-Z I I/
UNDERGROUND STRUCTURES HILBERT WILLIAM DICKSON, R.C.E. N0. 19417 APPROVED BY: DATE.
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE WCVM ON THE CITY ENGIN EER R.C.E.NQ
RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT.THE OWNER BY ACCEPTIN3 rman
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO Timmel and Associates DESIGN RECOMMENDED
HOLD UNDERS IGNED KA RM L E SS FOR ANY DAY.AGES A ESULTING FROM THE EXISTENC E OF UNOE RGROUND UTILITIES TRAFFIC ENGINFFRING coNSULTANTS
• OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED:NOT INDICATED ON THE PUBLIC RECORDS EXAMINED:THE
.I 3661 SPRUCE STREET•NEWPORT BEACH.CALIFORNIA 92660
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES j (714)852-8616•FAX(714)852-8857 DRAWN SHEET
SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. R SHALL BE THE CONTRACTORS
RESPONCIBILfTYTONOTIFYTHEOW'JERSOFTHEUTILITIESORSTRUCTURESCONCERNEDBEFORESTARTINGWORK. 700550 2 OF � Q
CHECKED R.C.E.NO. DRAWING NO.
DATE FILE NO. P46 Z- J 44811
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