|
0
<br /> o cd I v o
<br /> SEE STANDARD PLANS CONDUIT BEND SHOULD PROVIDE FOR 4 LUG - 240 V(SHOWN)
<br /> SEE STANDARD ES-2C AND ES-2D FOR STRAIGHT CABLE PULLING PATH " o METER SOCKET 5 LUG - 208 V d ""3 w tiP
<br /> PLANS ES-3C FOUNDATION DETAIL COVER LABELED LUGSING S
<br /> TYPE III-AF 3rsi�3
<br /> FOR FOUNDATION ( ) INTERCONNECT
<br /> DETAIL PULLING BELL AT TEST BLOCKS
<br /> END OF CONDUIT
<br /> (TYPE P) I -1 0
<br /> 18" DEPTH \ \
<br /> 45't BEND, R = 20X CABLE DIA. 1
<br /> OR 18" MIN. (RIGID METAL) I I I NEUTRAL
<br /> 0\ I yl PULL ROPE (MULE TAPE DT o r 1 1 1 v, a) o
<br /> 1250 P DETECTABLE, 22 AWG) " 1 I _ - j �n
<br /> 24 MINIMUM COVER I 100/3 �
<br /> 12 EXTENSION 6" MIN. DEPTH 2 1/2" INTERCONNECT CONDUIT I I MAIN I PEC - c rn
<br /> FRONT FRONT VIEW I ( I I °' o 0
<br /> 24"
<br /> III ``'
<br /> 50° SPACE ASIR RUSE MINIMUM SWEEP CONDUIT 12 BASED Upo 10 3w 15 1 caNma N p Lo
<br /> O Lo
<br /> 24 120/240 (OR 208) AUTo/resT C1 o o
<br /> N 0. 6 INTERCONNECT PULL BOX AND CONDUIT NOTE: REFER TO S.L. PLANS FOR WIRE SIZE. LANDING LUGS o oI
<br /> 30/2 o f SHALL ACCOMMODATE S.L. WIRE SIZE. 0 �
<br /> INSTALLATION DETAILS ICII ROADWAY LIGHTING (PROVIDE CIRCUITS PER STREET LIGHTING PLANS) \ '
<br /> r-, E
<br /> In
<br /> co
<br /> 30/2 �� °o
<br /> » » o I �c r»
<br /> CONTROLLER WALKWAY
<br /> DETAIL B IC11 INTERSECTION LIGHTING (FUTURE)
<br /> DETAIL " A " NO SCALE 40/1 TRAFFIC SIGNALS (FUTURE)
<br /> 15/1 o SPARE
<br /> NO SCALE
<br /> U U N
<br /> TYPE III- AF SERVICE WIRING DIAGRAM •
<br /> GENERAL NOTES DETAIL " C "
<br /> NO SCALE
<br /> 1. THESE PLANS ARE HEREBY MADE PART OF THE CONTRACT SPECIFICATIONS FOR THIS PROJECT.
<br /> 2. ALL WORK AND MATERIAL EMBRACED IN THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOOP WIRE=3 WRAPS
<br /> PROVISIONS OF THE CITY OF STOCKTON, DEPT. OF PUBLIC WORKS, STANDARD SPECIFICATIONS AND PLANS, LIMIT LINE
<br /> AND THE LATEST EDITIONS OF CALTRANS STANDARD PLANS AND SPECIFICATIONS, JULY 2002 (UNITED STATES 1'
<br /> STANDARD MEASURES SHALL BE USED), AND IN ACCORDANCE WITH THE SPECIAL PROVISIONS OF THIS PROJECT.
<br /> 3. POLES, PULL BOXES, DETECTOR HAND HOLES, INDUCTIVE LOOPS AND CONTROLLER CABINET LOCATIONS SHALL 10' 10' 10'
<br /> BE LOCATED IN THE FIELD BY THE ENGINEER WITH THE APPROVAL OF THE CITY TRAFFIC ENGINEER. TYPICALLY, NOTES: (n Ld
<br /> DETECTOR HANDHOLES SHOULD BE INSTALLED ON LANE LINES. LOOP WIRE=3 WRAPS J Q
<br /> 4. CONTRACTOR SHALL RETURN ALL EXISTING & SALVAGEABLE EQUIPMENT AND SIGNS TO THE CITY OF STOCKTON 1 . 2" DIA. RMC INTERCONNECT CONDUIT FOR FIBER-OPTIC -
<br /> CORPORATION YARD AT 1465 SOUTH LINCOLN STREET, STOCKTON, CALIFORNIA, 95206. CONTRACTOR SHALL CABLE. 90' LARGE RADIUS SWEEP, MIN. R=2' TO 45' LOOP WIRE=4 WRAPS Q z
<br /> NOTIFY THE CORP. YARD (DENNIS KONG) AT (209)937-8534 A MINIMUM OF 72 HOURS IN ADVANCE OF DELIVERY. SWEEP AT NO. 6 PB (SEE FIG. BELOW).
<br /> 5. CONTRACTOR SHALL BACKFILL WITH CUTBACK EACH NIGHT ANY AREAS NOT COMPLETED TO IT'S FINISHED STATE. w �
<br /> 2. CONTROLLER CABINET SHOULD BE AT MINOR STREET NOTE:
<br /> ALL EXCAVATED AREAS SHALL BE PROTECTED FROM PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES. NEARSIDE APPROACH UNLESS SHOWN DIFFERENTLY ON PLANS. DOOR SHOULD FACE STREET. - 5'x5' LOOPS FOR 11 ' LANES AND NARROWER. 0 `1
<br /> 6. SIDEWALK REMOVAL SHALL BE TO THE NEAREST SCORE MARK OR AS DETERMINED BY THE ENGINEER. - 6'x6' LOOPS FOR LANES WIDER THAN 11'. Of
<br /> Q
<br /> CONTRACTOR SHALL NEATLY SAW-CUT CONCRETE WHERE PULL BOXES ARE TO BE PLACED AND SHALL RESTORE 3. SERVICE METER SHOULD FACE STREET. - ALL SAMPLER AND ADVANCE LOOPS SHALL BE 6'x6'. O
<br /> THE SLAB TO MATCH THE EXISTING CONDITION. - TWO LOOP SET FOR DELAY, BOTH LOOPS 4 WRAPS.
<br /> 4. PEU SHOULD HAVE AN UNOBSTRUCTED VIEW OF z J
<br /> 7. ALL PULL BOXES SHALL BE STATE STANDARD NUMBER 5 UNLESS OTHERWISE NOTED ON PLAN. AMBIENT LIGHT (PREFERABLY NORTH). IF IT IS NOT Q Q
<br /> DETECTOR PLACEMENT DETAIL (TYPICAL) z
<br /> 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY P.G. & E. AND OTHER UTILITY COMPANIES PRIOR TO START POSSIBLE, THEN SOUTH, EAST, AND WEST IN THAT ORDER O z
<br /> OF WORK. THE CONTRACTOR SHALL CALL USA (800-227-2600) 48 HOURS PRIOR TO ANY EXCAVATION. IS ACCEPTABLE. V) p
<br /> Ld
<br /> 9, CONDUITS RUNNING FROM PULL BOX TO HAND HOLE AND HAND HOLE TO HAND HOLE SHALL BE A MINIMUM 2" 5. CONTROLLER CABINET PULL BOX SHALL BE DETAIL " F" D_
<br /> DIA. UNLESS OTHERWISE NOTED. ALL DETECTOR HAND HOLES SHALL BE TYPE B. 6T PBW/EXTENSION WITH 1/4"STEEL CHECKER PLATE
<br /> 10. THE CONTRACTOR SHALL CONTACT THE CITY OF STOCKTON TRAFFIC ENGINEERING DIVISION (937-8411) FOR A PRE- TRAFFIC COVER WITH HOLD DOWN BOLTS. NO SCALE OO Z
<br /> CONSTRUCTION CONFERENCE AFTER THE AWARD OF CONTRACT AND AT LEAST 72 HOURS IN ADVANCE OF WORK.
<br /> 11. THESE PLANS SHALL BE ACCOMPANIED BY SEPARATE SET OF SPECIAL PROVISIONS. J O o
<br /> 12. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK CALLED FOR ON THESE PLANS UNTIL ALL APPLICABLE ®NT(�®���� ������� Q Y N
<br /> PERMITS HAVE BEEN OBTAINED. AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE DURING ANY z O
<br /> C
<br /> 40 CHAMFER OR
<br /> CONSTRUCTION. 3
<br /> 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ALL CONFLICTS, ERRORS, OMISSIONS, ETC. TO THE x Q
<br /> ENGINEER IMMEDIATELY UPON DISCOVERY. IF SO DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL STOP 5' OR 6' (f)
<br /> WORK UNTIL REMEDIAL ACTION CAN BE TAKEN. ANY COSTS RESULTING FROM THE CONTRACTOR'S FAILURE TO j 0=1 2 R. TYPE P Of
<br /> REPORT OR FAILURE TO STOP WORK AS DIRECTED WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2 4 DRAIN FOUNDATION CABINET 0
<br /> 14. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE I J 1 MIN. - J
<br /> COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS CABINET (L 4 WITH METAL \ -i
<br /> REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE SWEEPS TO 6T PB LL_
<br /> CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL Q P-
<br /> LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING 0 NOTE � CD
<br /> FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. EQUIPMENT RACK
<br /> 15. THE CONTRACTOR SHALL MAKE AN ON-SITE INSPECTION PRIOR TO PROVIDING ANY BIDS TO DETERMINE ANY AND Z z � #1 . O W
<br /> ALL ITEMS NECESSARY TO PERFORM A COMPLETE AND ACCEPTABLE JOB. ¢ M M 77» BETWEEN /
<br /> 16. THE LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. A REASONABLE Ct a 8 3»-6" In
<br /> EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNDERGROUND FACILITIES; HOWEVER, KD ANDERSON 18 10 FIBER
<br /> TRANSPORTATION ENGINEERS ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING DEEP CABINET OPTIC ��FACILITIES SHOWN HEREON OR FOR THE EXISTENCE OF OTHER UNDERGROUND UTILITIES OR OBJECTS WHICH MAY 10" t8'
<br /> COPPER CLAD FOUNDATIONPBILTOPULL BOX
<br /> BE DISCOVERED BUT ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF 00" GROUND ROD. 18" ABOVE
<br /> ALL EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE ENGINEER IF ANY SUCH FACILITIES INTERFERE WITH THE + CONNECT #8 GROUND TYPE A LOOPS
<br /> CONSTRUCTION OF IMPROVEMENTS. CALL U.S.A. 1-800-227-2600. THE CONTRACTOR SHALL STOP WORK AROUND SOLID
<br /> COPPER WIRE
<br /> THE AREA OF CONFLICT UNTIL HE IS DIRECTED BY THE CITY ENGINEER TO CONTINUE. 0=4 WITH
<br /> TO X
<br /> 17. CONDUIT ROUTING SHOWN IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL LAY OUT RUNS TO SUIT FIELD
<br /> BONDINGS. DOOR BUSH NGSONDINOF 90' DETECTOR INSTALLATION DETAIL-DRILLED CORNERS W
<br /> CONDITIONS AND THE COORDINATION REQUIREMENTS OF UTILITIES OR ANY OTHER TRADES, AND TO THE ALL
<br /> SATISFACTION OF THE CITY OF STOCKTON. UPON COMPLETION OF CONDUIT INSTALLATION, THE ACTUAL LOCATION CONDUITS. ui
<br /> �� �� 5
<br /> OF THE CONDUITS SHALL BE NOTED ON AN AS-BUILT SET OF PRINTS AND FURNISHED TO THE CITY. PLAN-VIEW 2 1/2" ��® T yprfy EMETAL 2 1/2" G. DETAILFRONT18. CONTRACTOR SHALL INSTALL TYPE V PHOTO ELECTRIC CONTROL UNIT IN SERVICE CABINET. (BEND ) NO SCALE
<br /> 19. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE WATER RESOURCES CONTROL BOARD
<br /> (SWRCB) ORDER NO. 99-08-DWQ. THE CONTRACTOR SHALL IMPLEMENT AND MONITOR A STORM WATER CONTROLLER CA®ONET LAYOUT AND ®ETAIILS �
<br /> POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE SWRCB REGULATIONS. S
<br /> 20. ATTENTION IS CALLED TO: SECTION 1540(A) (1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA COPYRIGHT© 7000 THOMPSON-HYSELL ENGINEERS
<br /> ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD
<br /> PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS AMENDED, WHICH » >>
<br /> STATES: DETAIL D EIGHT MILE ROAD/OAK GROVE REGIONAL PARK FRONTAGE
<br /> "PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER STOCKTON, CALIFORNIA
<br /> UNDERGROUND INSTALLATION I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE NO SCALE
<br /> ENCOUNTERED AND, IF SO, WHETHER SUCH UNDERGROUND INSTALLATIONS ARE YTRAFFIC SIGNAL NOTES AND DETAILS
<br /> LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH Q
<br /> AN INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING a
<br /> OR HAND DIGGING AND WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE DEPARTMENT OF PUBLIC WORKS
<br /> PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND lw
<br /> FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT CITY OF STOCKTON, CALIFORNIA
<br /> LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION." _
<br /> ado w SCALE: 1"=20' PP VED BY: SHEET N0.
<br /> 21. THE CONTRACTOR SHALL NOTIFY THE CITY OF STOCKTON CORPORATION YARD (SIGNAL SHOP) AT (209) i;i DESIGNED BY: MB ► 1 7
<br /> 937-7406 A MINIMUM OF 72 HOURS IN ADVANCE OF THE LAY OUT AND CUTTING OF TRAFFIC SIGNAL LOOPS. Q Q
<br /> o z RAWN Y: RT J 0 OF 17
<br /> CHECKED BY: KDA V CITY ENGINE R STOCKTON, CA. JOB NO.
<br /> RECORD DWG: DATE: L o
<br /> o 166"
<br />
|