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<br /> CONDUIT & CONDUCTOR SCHEDULE 1 3. GENERAL NOTES
<br /> to 1. THESE PLANS ARE HEREBY MADE PART OF THE CONTRACT SPECIFICATIONS FOR THIS PROJECT.THESE PLANS SHALL BE ACCOMPANIED BY SEPARATE SET OF SPECIAL PROVISIONS.
<br /> AWG/ O &A &I & A &AIA A ''
<br /> CABLE PHASE 2. ALL WORK AND MATERIAL EMBRACED IN THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH APPLICABLE PROVISIONS OF THE CITY OF STOCKTON,DEPT.OF PUBLIC WORKS,STANDARD SPECIFICATIONS
<br /> TYPE j AND PLANS,AND THE CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF LOCAL STREETS AND ROADS,DATED JULY 2002,AND IN ACCORDANCE WITH THE SPECIAL
<br /> 2" 2� 4' 3' 3� 2 Xt� 2' 2� 2 Xt� 2' 2" l ! PROVISIONS OF THIS PROJECT.
<br /> N0. 14 01 3 3 3 3I i I 3. POLE, PULL BOX,DETECTOR HAND HOLE,INDUCTIVE LOOP AND CONTROLLER CABINET LOCATIONS SHALL BE DETERMINED BY THE ENGINEER.
<br /> aviel // j 4. CONTRACTOR SHALL RETURN ALL MIN &SALVAGEABLE EQUIPMENT AND SIGNS TO THE COUNTY CORPORATION YARD 1810 E.HAZELTON STREET,STOCKTON,CALIFORNIA,95205. CONTRACTOR
<br /> 02 6 3 3 3 3 � � !i SHALL NOTIFY THE COUNTY TRAFFICIC MAINTENANCE DIVISION AT(209)468-3088 A MINIMUM 72 HOURS IN ADVANCE OF DELIVERY.
<br /> 163 3 3 3 3 3 5. CONTRACTOR SHALL BACKFILL WITH CUTBACK EACH NIGHT ANY AREAS NOT COMPLETED TO ITS FINISHED STATE.ALL EXCAVATED AREAS SHALL BE PROTECTED FROM PEDESTRIAN AND VEHICULAR
<br /> 2'C, 1 DLC ! TRAFFIC AT ALL TIMES.SIDEWALK REMOVAL SHALL BE TO THE NEAREST SCORE MARK OR AS DETERMINED BY THE ENGINEER.CONTRACTOR SHALL NEATLY SAW-CUT CONCRETE WHERE PULL BOXES ARE
<br /> - TO BE PLACED AND SHALL RESTORE THE SLAB TO MATCH THE EXISTING CONDITION.
<br /> 04 6 3 3 3 3 2'C, 1 DLC
<br /> 6. ALL PULL BOXES SHALL BE NO.5 UNLESS OTHERWISE NOTED ON THE PLAN. PULL BOXES INSTALLED IN DIRT AREAS SHALL BE WRAPPED WITH BUILDING PAPER AND SURROUNDED WITH A ONE-FOOT
<br /> 2-1/2'C, TYPE 3, SCH 80, x j �, RING OF PCC 4"THICK SLOPED TO DRAIN AWAY FROM THE PULL BOX. PULL BOXES NOT PROTECTED BY CURBS SHALL BE TRAFFIC RATED M.
<br /> 05 6 3 3 3 3 3 3 3 3 W/ DETECTABLE METAL TAPE, I 1
<br /> (FUTURE F1 ER i ( 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY PG&E AND OTHER UTILITY COMPANIES PRIOR TO START OF WORK THE CONTRACTOR SHALL CALL USA("00-227-2600)48-HOURS PRIOR TO ANY
<br /> 06 3 3 3 3 3 3 PULL ROPE 130 EXCAVATION.
<br /> OPTIC CABLE)
<br /> 8. CONDUITS RUNNING FROM PULL BOX TO HAND HOLE AND HAND HOLE TO HAND HOLE SHALL BE A MINIMUM 2"DIA UNLESS OTHERWISE NOTED.
<br /> 07 3 3 3 9. THE COUNTY WILL ARRANGE A PRE-CONSTRUCTION CONFERENCE WITH THE CONTRACTOR AFTER THE-AWARD OF CONTRACT AT LEAST 72 HOURS IN ADVANCE OF WORK
<br /> OB 6 3 3 3 3 3 3 j I, 10. LABEL PEDESTRIAN AND SIGNAL COMMONS SEPARATELY IN THE CONTROLLER CABINET.
<br /> 11. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK CALLED FOR ON THESE PLANS UNTIL ALL APPLICABLE PERMITS HAVE BEEN OBTAINED.AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE
<br /> 02P 4 2 2 2 2 of I g DURING ANY CONSTRUCTION.
<br /> 04P 2 2 2 2 I m12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ALL CONFLICTS,ERRORS,OMISSIONS,ETC.TO THE ENGINEER IMMEDIATELY UPON DISCOVERY. IF SO DIRECTED BYTHE ENGINEER,THE
<br /> v Y s j CONTRACTOR SHALL STOP WORK UNTIL REMEDIAL ACTION CAN BE TAKEN.ANY COSTS RESULTING FROM THE CONTRACTOR'S FAILURE TO REPORT OR FAILURE TO STOP WORK AS DIRECTED WILL BE THE
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<br /> RESPONSIBILITY OF THE CONTRACTOR.
<br /> z z z z 2 2 ZON
<br /> 13. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF ALL PERSONS AND
<br /> r I r ❑8 PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER
<br /> 48P 4 2 2 2 2 2 2 AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
<br /> i
<br /> 02 PPB I ) SCALE. NEGLIGENCE OF THE OWNER OR ENGINEER
<br /> 1 1 1 UTILRY POLE TO BE III a 12
<br /> RELOCATED �. 14. THE CONTRACTOR SHALL MAKE AN ONSITE INSPECTION PRIOR TO PROVIDING ANY BIDS TO DETERMINE ANY AND ALL ITEMS NECESSARY TO PERFORM A COMPLETE AND ACCEPTABLE JOB.
<br /> 04 PPBOTHERS
<br /> 1 1 1 y�'eiKe I 15. THE LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE APPROXIMATE.A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNDERGROUND FACILITIES;
<br /> �+e I
<br /> ORNEWAY TO BE RELOCATED HOWEVER NOLTE AND ASSOCIATES ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE EXISTING FACILITIES SHOWN HEREON OR FOR THE EXISTENCE OF OTHER UNDERGROUND
<br /> UTILITIES GR OBJECTS WHICH MAY BE DISCOVERED BUT ARE NOT SHOWN ON THESE PLANS.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE
<br /> 06 PPB ' ' ' ' 1 8th Street 06 i 1 -BY MHER5 IS ENGINEER IF ANY SUCH FACILITIES INTERFERE WITH THE CONSTRUCTION OF IMPROVEMENTS.CALL U.S.A.14100-227-2600.THE CONTRACTOR SHALL STOP WORK AROUND THE AREA OF CONFLICT UNTIL HE
<br /> 08 PPB 2 1 1 1 1 1 1 1 1 ` ( I DIRECTED BY THE ENGINEER TO CONTINUE.CONTRACTOR SHALL,BY HAND, POTHOLE EXISTING UTILITIES TO VERIFY LOCATION PRIOR TO CONSTRUCTION.
<br /> 16. CONDUIT ROUTING SHOWN IS ESSENTIALLY DIAGRAMMATIC.CONTRACTOR SHALL LAYOUT RUNS TO SUIT FIELD CONDITIONS AND THE COORDINATION REQUIREMENTS OF UTILITIES OR ANY OTHER
<br /> PPB COMMON 2 1 1 1 1 1 1 1 1 F G TRADES,AND TO THE SATISFACTION OF THE COUNTY UPON COMPLETION OF CONDUIT INSTALLATION.THE ACTUAL LOCATION OF THE CONDUITS SHALL BE NOTED ON AN AS-BUILT SET OF PRINTS AND
<br /> 5 O FURNISHED TO THE COUNTY.
<br /> PEU 3 3 E OSP 05 6 0 2 08 A 02 2'C, 2DLC 17. ALL VEHICLE INDICATIONS SHALL BE 124NCH.ALL SIGNAL HEADS SHALL HAVE VENTILATED BACK PLATES.ALL VEHICLE AND PEDESTRIAN SIGNAL INDICATIONS SHALL BE LED.
<br /> SPARES 6 3 3 3 3 3 3 3 3 ❑❑ 02 18. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE WATER RESOURCES CONTROL BOARD(SWRCB)ORDER NO,92-MDWQ.THE CONTRACTOR SHALL IMPLEMENT AND MONITOR
<br /> '08P (T) STORM WATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE SWCRB REGULATIONS.
<br /> TOTAL NO. 14 64 36 31 27 22 13 28 22 13 1 �' 0708P 19. ATTENTION IS CALLED TO:SECTION 1540(A)(1)OF THE CONSTRUCTION SAFETY ORDERS(TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH
<br /> 08 \,� I 22' (2)2-C, 1 DLC STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973,AS AMENDED,WHICH STATES:
<br /> NO. 10 LIGHTING 4 2 2 2 2 2 2 2 'PRIOR TO OPENING AN EXCAVATION,EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATION I.E.,SEWER,WATER FUEL,ELECTRIC LINES ETC. WILL BE ENCOUNTERED AND, IF
<br /> 0841 SO,WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED.WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN INSTALLATION,tHE Kk.4CT LOCATION SHALL BE
<br /> SIGNAL COMMON 2 1 1 1 1 1 1 1 1 _ _ __ ❑7 \ '' DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND WHEN IT IS UNCOVERED,ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION.ALL KNOWN OWNERS OF
<br /> _ _ \ _.___ UNDERGROUND FACILITIES IN THE AREA CONCERNED SWILL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION.'
<br /> TOTAL NO. 10 4 2 3 3 3 3 1 1 1 3 1 3 3 81 8 \ 07 20. THE CONTRACTOR SHALL NOTIFY THE COUNTYS FIELD ENGINEERING OFFICE AT(2091468-3022 AND THE CIN OF STOCKTON CORPORATION YARD SIGNAL SHOP AT(209)937-8534 A MINIMUM OF 72 HOURS
<br /> 07A 03 8 8 03A IN ADVANCE OF THE LAYOUT AND CUTTING OF TRAFFIC SIGNAL LOOPS.TRAFFIC LOOPS SHALL BE FIELD VERIFIED;ANY DAMAGE WILL BE REPAIRED AT CONTRACTORS EXPENSE.
<br /> __ _- EVB
<br /> NO. 8 SIGNAL SERVICE 3 3
<br /> NO. 2 SERVICE 3 04A a 2-1/2"C, TYPE A. SCH 80,x.
<br /> LMR400 WIRELESS RE( . S 1 1 W/ DETECTABLE METAL TAPE, \ 04
<br /> PER SPECS VIDEO CAMERA (FUT.) 1 1 (2)2'C, 1DLC 044 P3 OPULL ROPTIC CABLE
<br /> PE FUTURE FIBER1
<br /> DLC 01 DETECTORS 1 1 1 1 1 1 _ \
<br /> 02 DETECTORS 2 2 1 1 1 1 06 06 4
<br /> 03 DETECTORS 1 1 1 2"C, 2DLC 04 06P 0© 01 ®, PHASE DIAGRAM POLE LOCATION DIAGRAM
<br /> 04 DETECTORS 1 1 1 1 D EVC 02P 5
<br /> 05 DETECTORS 1 1 © 9 A E❑E 04&07 01 &06
<br /> 06 DETECTORS 2 2 1 1 1 1 ❑5 '
<br /> 07 DETECTORS 1 1 1 1 It -�=_r'-❑ Q 11 PEU W/
<br /> 2-1/2-C, TYPE TABLE 3,
<br /> SCH ETAL TAPE, Q
<br /> 08 DETECTORS 1 1 1 �I PULL ROPE FUNRE FlBER 03&07 04&08 01 &05 1 y 02&06 0
<br /> TOTAL DLC 10 8 5 5 3 3 2 2 ///fJ �0'a1 �� I 2 OPTIC CABLE o-__-0 b Q Q FOC m
<br /> VEHICLE EVE) 1 1 1 25'� ❑ �� OR �� OR I 1
<br /> I 1
<br /> PREEMPT. EVC 1 1 1 12 8 b
<br /> 3-#2POLE
<br /> CABo D 1 1 b b
<br /> TOTAL EVPC 4 2 2 1 1 2 1 .1 �� j 1
<br /> CONDUIT FILL PERCENTAGE 13.1 8.9 21.8 22.1 17.6 23.4 25.9 15.5 22.8 23.8 13.7 ♦ /'\ $ I -� I b EC
<br /> �,/ ) M o----0 STEADY DEMAND b PO
<br /> ! a
<br /> 03&08 SEQUENCE �� 02&05 a 5'(�IIMM,M
<br /> , FLASH:ALL PHASES RED
<br /> I If a�
<br /> j 125'
<br /> j
<br /> CONSTRUCTION NOTES
<br /> J 1❑ EXISTING PG&E SERVICE POLE.ENTRY LOCATION TO THE POLE SHALL MEET PG&E SPECIFICATIONS, 1201240, 1-PHASE,3-WIRE SERVICE WITH LOAD:TRAFFIC SIGNAL SYSTEM(120)APPROX.2650 WATTS;4-20OW,240V HPS
<br /> POLE AND EQUIPMENT SCHEDULE 8 U LUMINARIES.TOTAL LOAD:3,4501 WATTS.CONTRACTOR TO CONTACT PG&E PRIOR TO DOING ANY WORK TO VERIFY LOCATION,PG&E REQUIREMENTS,AND COORDINATE CONNECTION OF SERVICE.
<br /> x ❑2 CONTRACTOR TO FURNISH AND INSTALL TYPE III-BF SERVICE EQUIPMENT ENCLOSURE FOR 120/240V SERVICE WITH ALL AUXILIARY EQUIPMENT PER CIN OF STOCKTON DETAIL WIRING. INCLUDE ITEMS 1 THROUGH 8, 15
<br /> j 3 THROUGH 17,21 AND 22 AS INDICATED ON STATE STANDARD PLAN ES-2E.
<br /> STANDARD MAST ARMS` VEH.SIG.MTGS. PED.SIGNALS BACK PPBS 240 VAC MERG.VEH.SYS. POLE
<br /> POLE HPSV G7 SIGN REMARKS LOCATION �I x ❑3 CONTRACTOR TO FURNISH AND INSTALL MODEL 390 TRAFFIC SIGNAL CONTROLLER IN TYPE P CABINET WITH LOOP DETECTOR VEHICLE SENSORS, ISOLATORS,SWITCH PACKS,AND ALL AUXILIARY EQUIPMENT NECESSARY TO
<br /> TYPE SIGNAL LUMINAIRE POLE MAST ARM• 0 MOUNTING PLATES 0 ARROW LUMINAIRES DET. MOUNTING` OPERATE THE SIGNAL PHASES AND EMERGENCY VEHICLE PREEMPTION INDICATED ON THIS PLAN.INSTALLATION SHALL BE PER CIN OF STOGKTON SPECIFICATIONS AND DETAILS.
<br /> 36 MAS
<br /> O 24-4-129 35' 12' SV-1-T 8 SP-1-T 3 2 LEFT 200 W 8 Street EVE! 28' HIGHWAY SAFETY LIGHTING SHALL HAVE TYPE II PHOTOELECTRIC CONTROL,WITH PEC IN THE SERVICE CABINET AND BACK-UP PEU ON SIGNAL POLE AO SEE SPECIFICATIONS FOR DETAILS.
<br /> A 21'MAS 4 0©❑7 12 b=85 Ii o ❑5 CONTRACTOR SHALL FURNISH AND INSTALL REFLECTORIZED STREET NAME SIGNS ON SIGNAL STANDARDS(Z)@jOE &© FACING EAST, SOUTH,WEST AND NORTHBOUND TRAFFIC RESPECTIVELY PER CITY OF STOCKTON
<br /> © 1-B (19) - - TV-2-T - 2 SP-1-T 2 8 RIGHT - - - - a=-100' ! v STANDARD DRAWINGS 117 AND 117A
<br /> b=8.0' 1
<br /> 40'MAS CONTRACTOR TO FURNISH AND INSTALL 36"X 36'R73-3 SIGNS ON MAST ARMS OF POLES 0QQ&© FACING EAST,SOUTH,WEST AND NORTHBOUND TRAFFIC,RESPECTIVELY. USE MOUNTING SHOWN ON STATE STANDARD
<br /> © 24-4-129 35' 12' SV-1-T 6 SP-1-T 3 8 LEFT 200 W Eighth4 5 6 7
<br /> Street EVC 33'
<br /> ❑❑❑❑ PLAN ES-7N, DETAIL'U".
<br /> 25 MASb=7.5'
<br /> OD 1-B (10') - - TV-2-T - 8 SP-1-T 2 6 RIGHT - - _ _ a=-7.5' i ❑7 THE CONTRACTOR SHALL FURNISH AND INSTALL A SINGLE CHANNELRWO DIRECTION EMERGENCY VEHICLE DETECTOR MODEL 721 (3M OPTICOM)AT TOP OF THE MAST ARM PURSUANT TO CITY OF STOCKTON SPECIFICATIONS.
<br /> OE 24-4-129 35' 12' SV-1-T 36 MMAS 4 SP-1-T 3 6 LEFT 200 W B Street EVD 28' E❑5 ©❑7 7�715* � � I: ® CONTRACTOR TO FURNISH AND INSTALL TYPE B TRAFFIC RATED DETECTOR HANDHOLES WITH TRAFFIC RATED LIDS.
<br /> 21' ❑9 CONTRACTOR TO REMOVE AND SALVAGE TO BECOME PROPERTY OF CONTRACTOR.
<br /> O 1-B (101 - - TV-2-T - 6 SP-1-T 2 4 RIGHT - - - _ a=-7.5'
<br /> b=7.5' 10 CONTRACTOR TO INSTALL SPREAD SPECTRUM RADIO INTERCONNECT SYSTEM,WITH ALL AUXILIARY EQUIPMENT NECESSARY FOR SATISFACTORY OPERATION. EQUIPMENT TO BE LOCATED IN THE CONTROLLER CABINET,WITH
<br /> © 24-4-129 35' 12' SV-1-T 21,MAS 2 SP-1-T 3 4 LEFT 200 W Eighth Stn3et EVA 28' E❑5 ©❑7 'b='6_ p10>3f BY THE ENG NEER AND SHALL COANTENNA MOUNTED ON POLE A. NK M CONNECTRACTOR IVITY.SEE INSTALL ACCOMPANYING
<br /> OMP ANYINGS FORRSPREAD RADIO INTERCONNECT RECEIVER IN TYPE P CABINET AT THE INTERSECTION OF CHARTER WAY AND"B'STREET AS DIRECTED
<br /> TPG VI2 N.
<br /> OffICE 04
<br /> OH 1-B (10') - - N-2-T - 4 SP-1-T 2 2 RIGHT - - _ _ a=-7.5' 222 N.Geroen St., Suite 100 11 POLE(3)SHALL SHALL BE PREWIRED FOR FUTURE CAMERA INSTALLATION.INSTALL CAMERA WIRING OUT OF TOP AND STRAP TO POLE(REFER TO DETAIL CW-17.)
<br /> b=7.5' Visalia,Celilamia 93291
<br /> MEASURED FROM POLE CANSU�TIN
<br /> ('j Telephone 559.739.8072 k 12 THE DETECTORS IN THE NORTH AND SOUTHBOUND EGRESS LANES SHALL BE USED FOR COUNTING.
<br /> '
<br /> Fax 559.739.8377 T,
<br /> 4 CAL
<br /> http://"m.tpgwnsul ing.net
<br /> TPG CONSULTING FILE NO. 01-695
<br /> DATE 2/19/04 TIME 12.38 pn No. BY DATE RE%UM WASER
<br /> ��° m"° �� " Nk:A "B" STREET IMPROVEMENTSPATH: IMElntDs2z�a4-� COUNTY OF21A
<br /> DRAlwtla NAME sena-sb-Fr,d.D.D OF 22
<br /> EW "MDIAL TOLL FREE
<br /> - sum
<br /> WET-AMM ULT ATBLEAST TIM) MYSOD SAN JOAQUIN BEYOND ENGINEERING TRAFFIC SCALE
<br /> SIGNAL 1' - w
<br /> eITURE You DIG 302 CHERRY LANE, SUITE 201, MANTECA, CA 95337
<br /> CAURQV: The anglneer preparing these plana sil not be reeponslble far, or Mable to, unauthorized changes to or uses of these �� OF CALM 209.239.9080 TEL 209.239.4166 FAX WKNOLTECOM JOB Nu►1eFlt
<br /> plana All ch to the plans must be In writin and must be approwd b the preparer of these plana PREPARED FOR: COUNTY OF SAN JOAQUIN DATE SUBMITTED: 5-21-04 MT0522
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