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Home My WebLink About1.8-6454GENERAL SPECIFICATIONS 1. SCOPE: THE CONTRACTOR SHALL CONSTRUCT ALL WORK AND PROVIDE ALL IMPORT MATERIALS ACCORDING TO THE ACCOMPANYING DRAWING, ALL OTHER WORK NECESSARY TO TRENCH, EXCAVATE, BORE, BACKFILL, COMPACT AND PAVE FOR THE JOINT UNDERGROUND FACILITIES INCLUDING VAULTS, BOXES, ETC., SHALL BE PERFORMED AND CONSIDERED AS INCLUDED IN THE PRICES QUOTED FOR WORK HEREUNDER. ANY WORK NOT PERFORMED IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS OR TO THE SATISFACTION OF THE UTILITY INSPECTOR SHALL BE IMMEDIATELY SO ALTERED OR REPLACED BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION. 2. SAFEGUARDS: THE CONTRACTOR SHALL PLAN AND CONDUCT THE WORK TO ADEQUATELY SAFEGUARD ALL PERSONS AND PROPERTY FROM INJURY; PROVIDING AS NECESSARY SUCH WARNING DEVICES AS SIGNS, LIGHTS, FLARES, REFLECTORS, FLAGMEN, SHORING BRACING AND ANY OTHER FACILITIES WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL DIRECT THE PERFORMANCE OF THE WORK IN COMPLIANCE WITH REASONABLE SAFETY REGULATIONS AND WORK PRACTICES AND WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS, RULES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO "OCCUPATIONAL SAFETY AND HEALTH STANDARDS" PROMULGATED BY THE U.S. SECRETARY OF LABOR AND SAFETY ORDERS OF THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. THE CONTRACTOR SHALL ALSO COMPLY WITH ALL LOCAL GOVERNMENTAL BUILDING PERMIT PROVISIONS. 3. RESPONSIBILITY FOR INSPECTION: ALL WORK SHALL BE SUBJECT TO THE INSPECTION AND SATISFACTION OF THE UTILITIES. NO TRENCHING, SUBSTRUCTURE INSTALLATION, BACKFILLING, COMPACTION OR PAVING OF TRENCHES SHALL BE PERFORMED UNLESS THE UTILITY INSPECTOR OR CREW FOREMAN IS PRESENT OR THE CONTRACTOR HAS RECEIVED PRIOR WRITTEN CONSENT FROM THE UTILITY INSPECTOR. 4. INSPECTION AND TESTS: THE UTILITY INSPECTOR SHALL HAVE THE RIGHT TO MAKE BOTH FIELD AND SHOP INSPECTIONS AND TESTS AND SHALL HAVE ACCESS TO THE WORK AT ALL TIMES. NEITHER THE MAKING NOR THE FAILURE TO MAKE SUCH INSPECTIONS AND TESTS BY THE UTILITY INSPECTOR NOR THE EXPRESSED OR IMPLIED APPROVAL BY THE UTILITY INSPECTOR OR ANY PART OF THE WORK SHALL RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COMPLETE AND GUARANTEE THE WORK AS SPECIFIED. REJECTED WORK SHALL BE CORRECTED AS DIRECTED BY THE ENGINEER, AT THE SOLE EXPENSE OF THE CONTRACTOR. 5. ADJACENT FACILITIES: TRENCHING OR SUBSTRUCTURE EXCAVATION MAY NECESSITATE OPERATION OVER, UNDER, OR ADJACENT TO OTHER UNDERGROUND AND SURFACE FACILITIES. THE CONTRACTOR MUST LOCATE, PROSPECT AND EXPOSE ALL ADJACENT OR CROSSING UNDERGROUND FACILITIES SUBJECT TO DAMAGE. THE CONTRACTOR SHALL EXERCISE CAUTION TO AVOID DAMAGE TO, OR DISTURBANCE OF THESE FACILITIES AND WILL BE HELD LIABLE FOR ANY SUCH DIRECT OR CONSEQUENTIAL DAMAGE TO THE UTILITIES RESULTING FROM HIS OPERATION. SHOULD DAMAGE OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND THE FACILITIES OWNER AND ARRANGE FOR REPAIR OF THE DAMAGE. 6. WORK SCHEDULING: THE CONTRACTOR SHALL HAVE UNDERGROUND EXCAVATIONS OPEN AND READY FOR THE INSTALLATION OF GAS AND/OR ELECTRIC FACILITIES BEFORE THE UTILITIES ARE BEGUN IN THE FIELD. AFTER UTILITIES ARE BEGUN, THE CONTRACTOR SHALL CONTINUE TO EXCAVATE WITH SUFFICIENT LABOR AND EQUIPMENT TO ALLOW THE UTILITIES JOINT TRENCH OCCUPANTS TO COMPLETE THE INSTRUCTION OF THEIR RESPECTIVE FACILITIES WITHOUT INTERRUPTION. FOLLOWING THE INSTALLATION OF FACILITIES OF ALL THE TRENCH OCCUPANTS AND UPON NOTIFICATION BY THE UTILITY INSPECTOR OR CREW FOREMAN, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE BACKFILLING ANY TRENCHES AS DIRECTED. 7. DIMENSIONS: MINIMUM EXCAVATION DEPTHS AND WIDTHS SHALL BE AS SPECIFIED ON THE ATTACHED CONSTRUCTION DRAWINGS. EXCAVATIONS SHALL BE MADE TO DIMENSIONS NECESSARY TO ACCOMMODATE THE UTILITY JOINT TRENCH OCCUPANT'S FACILITIES AND TO PROVIDE THE ULTIMATE MINIMUM COVER SPECIFIED HEREIN REGARDLESS OF EXISTING FIELD CONDITIONS. 8. TRENCH: TRENCH BOTTOMS SHALL BE LEVEL, FLAT AND WITHOUT SURFACE IRREGULARITIES AND SHALL BE CLEAR AND FREE OF DEBRIS AT THE TIME THE TRENCH IS MADE AVAILABLE TO THE UTILITY, FOR PLACEMENT OF ITS FACILITIES. THIS INCLUDES THE EXCAVATION FOR SUBSTRUCTURES AND SUPPLY OF COARSE ROCK (GRAVEL) FOR PLACEMENT OF SUBSTRUCTURES AS REQUIRED. 9. TRENCH MAINTENANCE: DURING THE PERFORMANCE OF WORK THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE EXCAVATED TRENCH IN SATISFACTORY CONDITION AND FOR MAINTAINING THE FACILITIES TO THEIR APPROVED TRENCH CONFIGURATION. 10. BACKFILLING TIMING: THE UTILITY SHALL NOTIFY THE CONTRACTOR UPON COMPLETION OF EACH PHASE OF ITS FACILITY INSTALLATION IN THE TRENCH. UPON NOTIFICATION, THE CONTRACTOR SHALL BE REQUIRED TO IMMEDIATELY COMMENCE THE SHADING OR BACKFILLING OF SAID TRENCH. 11. BACKFILLING: NO BACKFILLING SHALL BE DONE UN11L ALL FACILITIES ARE PLACED THEREIN ( OR ON A PARTICULAR LEVEL) AND INSPECTED BY THE RESPECTIVE TRENCH OCCUPANT TO INSURE PROPER SEPARATION AND/OR REQUIRED COVER ACHIEVED. IF ANY BACKFILLING IS PERFORMED BY THE CONTRACTOR WITHOUT APPROVAL, THE ENGINEER COUNTY OF KERN CALIFORNIA GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE A FOREMAN, LABORER AND BACKHOE FROM START TO COMPLETION OF JOB. CONTRACTOR SHALL PROVIDE FOR ANY REQUIRED EARTHWORK, EXCAVATION AND BACKFILL. 2. ALL TRENCHING SHALL BE DONE TO P.G. & E., THE GAS COMPANY, PAC -BELL, COX COMMUNICATIONS AND TIME WARNER CABLE SPECIFICATIONS, OR AS DIRECTED BY SAID UTILITIES. ALL BACKFILL SHALL BE DONE TO CITY OF BAKERSFIELD SPECIFICATIONS, INCLUDING COMPACTION REQUIREMENTS. 3. ANY GRAVEL, SAND OR OTHER MATERIAL REQUIRED AS A PAD FOR SUBSURFACE SPLICE BOXES AND/OR TRENCH BEDDING AND SHADING SHALL BE INCLUDED IN THE BID PRICE FOR SAID ITEMS. 4. ALL BACKFILL SHALL BE COMPACTED AS DETERMINED BY ASTM D-1557 (EXCEPT AS NOTED), TO THE FOLLOWING DENSITIES: 85% OF MAXIMUM RELATIVE DENSITY WITHIN PARKWAY AREAS; AND 90% OF MAXIMUM RELATIVE DENSITY WITHIN ROADWAY AREAS. THE OWNER HAS RETAINED A SOILS CONSULTANT, THE CONTRACTOR IS EXPECTED TO WORK WITH AND COORDINATE HIS ACTIVITIES WITH THIS CONSULTANT. 5. BACKFILL BEHIND CURB AND SLOPE 1/4- PER FOOT FOR 6' BEHIND CURB. FINISH GRADE TO BE NO MORE THAN 3" BELOW TOP OF CURB. 6. ANY QUESTIONS REGARDING MATERIALS OR UTILITY CODES SHALL BE MADE TO THE UTILITY COMPANIES DIRECTLY. CONTACT PEOPLE ARE: P.G. & E. -- LES INGLE, 398-5965 AT&T (TELEPHONE) - BILL NATION, 631-3391 BRIGHTHOUSE NETWORKS (CABLE) - MARK BAIZE, 634-2296 7. LOCATING EXISTING UNDERGROUND UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. U.S.A. : (800) 642-2444 SHALL BE CONTACTED TWO DAYS PRIOR TO CONSTRUCTION/ EXCAVATION. 8. FURNISH AND INSTALL STREET LIGHT ASSEMBLY, COMPLETE WITH STREET LIGHT POLE, LUMINAIRE, BALLAST, IGNITOR, PHOTOCELL AND LAMP. 9. FURNISH AND INSTALL ALL 1 1/2" SCH. 40 PVC RIGID NONMETALLIC CONDUIT, IN --LINE FUSES, FUSE HOLDERS, "RE, GROUND ROD AND CLAMPS AND ALL OTHER APPURTENANCES THAT GO WITH SUCH TO MAKE STREET LIGHT OPERABLE. 10. FURNISH AND INSTALL CONCRETE PULL BOXES AT STREET LIGHT LOCATIONS AND AT SPLICE LOCATIONS AS INDICATED ON UTILITY COMPOSITE PLAN. PULL BOXES SHALL BE ENCASED IN A CONCRETE SLAB AS SHOWN ON SHEET NO. 2. ANY DEVIATION FROM SAID LOCATION WILL NOT BE ALLOWED WITHOUT PRIOR WRITTEN PERMISSION FROM THE ENGINEER. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING STREET LIGHTS FOR CITY OF BAKERSFIELD ACCEPTANCE. A GENERATOR AND PHOTOCELL BLACKOUT WILL BE REQUIRED FOR THIS PROCEDURE. WILL HAVE THE RIGHT TO REQUIRE REMOVAL OF THE BACKFILL FOR EXAMINATION AND THE COST OF SUCH 12. CONTRACTOR SHALL CONSTRUCT CONCRETE COLLARS FOR STREET LIGHT FACILITIES AFTER SIDEWALK HAS BEEN UNCOVERING SHALL BE BORNE BY THE CONTRACTOR. LLJ CONSTRUCTED. THE CONTRACTOR IS EXPECTED TO COORDINATE HIS ACTIVITIES WITH THE SIDEWALK CONTRACTOR. 12. BACKFILL MATERIALS: THE PADDING AND BACKFILL MATERIAL FOR JOINT TRENCH OR SUBSTRUCTURE EXCAVATION IS 13. CONTRACTOR SHALL PROVIDE A 59" DEEP TRENCH AS NEEDED TO ACCOMMODATE MINIMUM CLEARANCE TO BE SUPPLIED BY THE CONTRACTOR AND SHALL BE SAND, FINE EARTH, OR IF ALLOWED BY THE UTILITY INSPECTOR 1 BETWEEN ELECTRIC AND GAS. (SEE DETAILS ON SHEET NO. 2.) AND AGENCIES HAVING JURISDICTION, EXCAVATED SOIL FREE OF ROCKS OR DELETERIOUS MATERIALS. BACKFILL MATERIAL SHALL ui BE IN A NATURAL STATE OR SCREENED FREE (NO. 4 SCREEN) OF ROCKS, WOOD, ROOTS OR VEGETABLE MATTER OR 14. CONTRACTOR SHALL PROVIDE SERVICE CUT-OUTS AT THE FRONT OF LOTS WIDE ENOUGH TO ACCOMMODATE ALL ANY OTHER DELETERIOUS MATTER. HOWEVER, THE BACKFILL MATERIAL FOR THAT PORTION OF THE TRENCH MORE THAN SIX (6) UTILITIES. (SEE DETAILS ON SHEET NO. 2) INCHES ABOVE THE UPPERMOST UTILITY FACILITY MAY BE OF NATIVE SOIL, CRUSHER RUN, CRUSHED ROCK, GRAVEL, co SAND OR A MIXTURE OF THESE PROVIDING SUCH MATERIAL MEETS WITH APPROVAL OF THE ENGINEER. (SEE ALSO, 15. ALL CONDUIT SHALL MEET ASTM DESIGNATION D-1785 FOR SCHEDULE 40 PIPE, WITH PULL STRINGS AND CAPS. P.G. & E. SPECIFICATIONS, BELOW) THIS IS A MINIMUM REQUIREMENT, ANY DEVIATION TO REDUCE THIS STANDARD MUST BE APPROVED BY THE ENGINEER, a OR BE SPECIFICALLY NOTED WITHIN THESE SPECIFICATIONS. 13. PADDING: THE BOTTOM OF THE TRENCH SHALL BE CLEARED OF ROCKS OR OTHER HARD SUBSTANCES AND/OR A SAND 16. ALL CONDUIT SHALL BE INSTALLED WITH A MINIMUM OF 30" COVER. CONDUIT TO EXPEND 5' BEYOND BACK OF OR FINE EARTH CUSHION OF AT LEAST FOUR (4) INCHES MAY BE REQUIRED AS A PAD ON WHICH ELECTRIC CONDUIT OR OTHER FACILITIES CAN REST. SUCH PADDING SHALL BE COMPACTED PRIOR TO INSTALLATION OF FACILITIES. ROCK SIDEWALK. PADDING (GRAVEL) FOR SUBSTRUCTURES SHALL BE SUPPLIED BY THE CONTRACTOR. 17. ALL CONDUIT ENDS SHALL BE MARKED WITH A 2"X4" STAKE, EXTENDING FROM THE BOTTOM OF TRENCH TO w� A HEIGHT OF 2 FT. ABOVE GROUND. THE STAKE SHALL BE PAINTED GREEN. 14, SHADING: IN A MULTI-LEVEL TRENCH, UPON INSTALLATION OF FACILITIES ON EACH LEVEL, THE CONTRACTOR SHALL U BACKFILL AND COMPACT THE TRENCH TO THE NEXT LEVEL AS SPECIFIED ON THE COMPOSITE DRAWING AND THEN ALLOW UTILITY JOINT TRENCH OCCUPANTS TO INSTALL THEIR RESPECTIVE FACILITIES BEFORE BACKFILLING THE • RFMAINDFR OF THE TRENCH. o 15. COMPACTION: UNLESS OTHERWISE SPECIFIED, BACKFILL MATERIAL SHALL BE COMPACTED IN SIX (6) INCH MINIMUM LIFTS TO NINETY (90) PERCENT RELATIVE COMPACTION (ASTM 1557). THE METHOD OF ACHIEVING SUCH COMPACTION MAY BE LIMITED BY LOCAL AGENCIES HAVING JURISDICTION THEREOVER. 16. COMPACTION METHODS: COMPACTION METHODS COMMONLY ACCEPTABLE ARE HANDTAMPING WITH PNEUMATIC OR VIBRATING EQUIPMENT OR WATER JETTING FOR EACH BACKFILLING LIFT. THE CONTRACTOR SHALL NOT USE ANY COMPACTION METHOD THAT MAY CAUSE DAMAGE TO UTILITY JOINT TRENCH OCCUPANTS FACILITIES. 17. TAMPING: COMPACTION OF THE BACKFILL MATERIAL SHALL NOT BEGIN UNTIL A MINIMUM OF SIX (6) INCHES OF COVER IS PLACED OVER THE FACILITIES. 18. TAMPING EQUIPMENT: COMPACTING WITH A HYDRAHAMMER OR HEAVY VEHICLE SHALL BE LIMITED TO THE TOP SIX (6) INCHES OF THE TRENCH UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. P.G. & E. GENERAL SPECIFICATIONS 1. FOR SERVICES, THE MINIMUM ACCEPTABLE RIGID CONDUIT WILL BE ASTM F512 DB120, OR BETTER. 2. BACKFILL MATERIAL MUST BE: A. SAND, FINE EARTH, OR IF APPROVED BY A P.G. & E. INSPECTOR (AND ANY AGENCY HAVING JURISDICTION), EXCAVATED SOIL; FREE OF ROCKS OR DELETERIOUS MATERIALS. B. IN A NATURAL STATE OR SCREENED (NO. 4 SCREEN) FREE OF ROCKS, WOOD, ROOTS, VEGETABLE MATERIAL, OR ANY OTHER HARMFUL MATTER. C. ALL TRENCHES AND EXCAVATIONS ARE TO BE INSPECTED AND ACCEPTED BY PG&E TRENCH INSPECTOR PRIOR TO START OF CONSTRUCTION. D. ALL BLANK CONDUITS ARE TO BE INSTALLED WITH PULL TAPES AND END CAPS. E. PULL TAPE SHALL BE PER P.G.&, E. CODE: 56-1271 F. ALL SERVICE CONDUITS WILL REQUIRE 24--INCH-RADIUS BENDS. G. ALL SECONDARY DISTRIBUTION CONDUITS WILL REQUIRE 36 -INCH -RADIUS BENDS. H. USE RIGID CONDUIT BENDS ONLY. I. CONDUITS TO BE EXTENDED PAST PROPERTY LINE TO THE GAS STUB LOCATION. J. CONDUITS TO BE CONFIRMED, MANDRELLED, AND MARKED LEFT OR RIGHT. K. SEQUENCE OF EVENTS 1. CONTRACTOR SHALL EXCAVATE TRENCH, BACKFILL (AS SHOWN PER PLANS) AND INSTALL ELECTRICAL CONDUIT, THEN SHALL CONTACT PG&E, 24 HOURS IN ADVANCE, FOR INSPECTION (398-5976). 2. IF TRENCH IS ACCEPTABLE, CONTRACTOR SHALL BACKFILL CONDUIT AS INSTRUCTED BY PG&E INSPECTOR. 3. TELEPHONE AND CABLE TO INSTALL THEIR RESPECTIVE FACILITIES. CONTRACTOR TO NOTIFY PACIFIC BELL, TIME WARNER CABLE, AND COX COMMUNICATIONS 48 HOURS IN ADVANCE. 4. CONTRACTOR SHALL INSTALL "DEVELOPER CONDUIT" AS NOTED ON THE PLANS. 5. CONTRACTOR SHALL SHADE TRENCH AS APPLICABLE PRIOR TO GAS INSTALLATION. 6. GAS COMPANY TO INSTALL ITS FACILITIES. CONTRACTOR TO N011FY P.G. & E. 48 HOURS IN ADVANCE. 7. DEVELOPER'S INSPECTOR TO VERIFY THAT ALL TRENCH OCCUPANTS ARE INSTALLED. 8. CONTRACTOR SHALL BACKFILL TRENCH PER PLANS. JOB -SPECIFIC SPECIFICATIONS 1. REFER TO PG&E DRAWING FOR THIS PROJECT (PM: 30377186--ELEC.) (PM: 30377061 -GAS) FOR DETAILS AND NOTES REGARDING TRENCHING AND BOX EXCAVATIONS FOR THIS PROJECT. PROM SITE NORTH N.T.S. VICINITY MAP NOT TO SCALE o d` r LLJ rn z r) 1 w �� ui o,. w 411 w0 m ¢< 1:2 co 0 0 b LLJ z 0 a mQ w w� z r� U cn � • o d` r LLJ rn z r) w �� ui o,. <r w0 m ¢< FF :° U) r LLJ z 0 mQ w w� z r� U cn � • o N w co CL 0 0 wa ci o w d z a 0 z A u w ¢ o • c� z 2 z tu a IL LIM is z wE w SHEET OF 3 LLJ m o o r 0 o L;.; 0 z o A u ¢ o SHEET OF 3 L_EGEN D P PG&E PRIMARY CONDUIT" S PG&E SECONDARY CONDUIT** G THE GAS COMPANY T AT&T TELEPHONE C BRIGHT HOUSE NETWORKS CABLE TELEVISION D DEVELOPER CONDUIT AND PULL STRINGS FOR STREET 5800 -LUMEN STREET LIGHT LIGHTS (2" SCH. 40 PVC CONDUIT) L DEVELOPER CONDUIT FOR LANDSCAPING STREET LIGHT POWER SOURCE / CONNECTION POINT (2" SCH 4-0 PVC W/ STRINGS) I TRAFFIC SIGNAL INTERCONNECT CABLE T.V. CUT-OUT [] PG&E 13"x24"08"D SECONDARY SPLICE BOX [] PG&E 17"x30"x18"D SECONDARY SPLICE BOX [] PG&E 24"x36"x18"D SECONDARY SPLICE BOX ® PG&E 30"x48"x18"D SECONDARY SPLICE BOX [5 PG&E 3'x5'x3.5'D PRIMARY SPLICE BOX 0 PG&E 4.5x8.5'x5'D PRIMARY SPLICE BOX EP� PG&E 9.5"x9.5" SECONDARY PEDESTAL (SPM 90) FIA PG&E 9.5"x14.5" SECONDARY PEDESTAL (SPM 140) _ PADMOUNT TRANSFORMER PROPOSED PMH -4 PADMOUNT LOAD BREAK FUSE / SWITCH - CONC. PAD BY DEVELOPER - SEE P.G.&E. LAYOUT B PMH -4 PADMOUNTED FUSE (PAD 60.5" x 49" x 6"D) W PMH -9 PADMOUNTED FUSE (PAD 80.5" x 88" x 6"D) --��---- PROPOSED JOINT TRENCH k -k 2" SCH. 40 TRAFFIC SIGNAL INTERCONNECT W/ #5 P.U.E. PULL BOXES @ 400' MAX. 0125' TRENCH NUMBER AND LENGTH OF TRENCH -<C)- 5800 -LUMEN STREET LIGHT -<z)- 9500 -LUMEN STREET LIGHT Su STREET LIGHT POWER SOURCE / CONNECTION POINT 1,170 AT&T ABOVE -GROUND PEDESTAL ------- --- EXISTING CONDUIT / JOINT TRENCH, AS SHOWN EXIST. EXISTING PRIMARY SPLICE BOX, AS NOTED #5 BOX PSGTC EXIST. ■ EXISTING SECONDARY SPLICE BOX, AS NOTED #2 BOX GI ® EXISTING TRANSFORMER --w-- EXISTING WATER MAIN ws--- EXISTING WATER SERVICE --S-- EXISTING SEWER MAIN SS----- EXISTING SEWER SERVICE :—SD=— EXISTING STORM DRAIN v11111111111111111 BLANK CONDUIT - SIZE & USE AS SHOWN 9 "REFER TO PG&E LAYOUT FOR SIZES & QUANTITIES 264 OF EACH TYPE OF PG&E CONDUIT IN EACH TRENCH TRENCH LEGEND DAT4A__ W 4. WHERE THE UTILITY TRENCH CROSSES SEWER AND WATER MAINS, THE TRENCH CONTRACTOR TRENCH k -k Jqq P.U.E. NO. OCCUPANTS LENGTH 1 GTC — LF 2 SGTC 1,170 LF 3 CT — LF 4 PSGTC 1,193 LF 5 GI -- LF 6 PSGTCD 294 LF 7 PTC — LF 8 PGTCD 30 LF 9 SGTCD 264 LF 10 PGTC 187 LF 11 GTCD — LF 12 D 278 LF 13 GTCDI — LF 14 GTCI — LF 15 1 — LF 16 PTCI — LF TOTAL 12,101 LF ENSURING THAT IER AS SHOWN ON THE DETAILS IN THIS SET OF DRAWINGS. 2. PRIOR TO OPENING TRENCHES, THE TRENCH CONTRACTOR SHALL REVIEW AT&T TELEPHONE'S CONDUIT PLAN TO DETERMINE LOCATIONS WHERE THERE WILL BE MORE THAN TWO TELEPHONE CONDUITS. AT THOSE LOCATIONS, THE TRENCH CONTRACTOR SHALL WIDEN THE TRENCH AS NECESSARY SO THAT THE TELEPHONE CONDUITS CAN BE PLACED HORIZONTALLY RATHER THAN VERTICALLY. (THE TELEPHONE CONDUITS NEED TO BE PLACED HORIZONTALLY IN ORDER TO PROVIDE THE REQUIRED SEPARATION AND COVER ON THE GAS LATERAL LINES THAT CROSS OVER THE TELEPHONE CONDUITS.) 3. IN STREET INTERSECTIONS, THE TRENCH DEPTH SHALL BE MEASURED FROM GUTTER FLOWLINE. THE TRENCH CONTRACTOR SHALL PROVIDE A GRADUAL TRANSITION TO THIS LOWER DEPTH. STREET DAT4A__ W 4. WHERE THE UTILITY TRENCH CROSSES SEWER AND WATER MAINS, THE TRENCH CONTRACTOR STREETR�W k -k Jqq P.U.E. SHALL ADJUST THE TRENCH DEPTH OR WIDTH TO ENSURE THAT ALL UTILITIES WILL HAVE a 0 a- 0 ADEQUATE SEPARATION AND COVER. HOSKING AVENUE * 37'-47' **45'-55' VARIES 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ANY EXISTING WIBLE ROAD 68' 90' VARIES UNDERGROUND UTILITIES PRIOR TO COMMENCING WORK. CONTRACTOR SHALL CALL UNDERGROUND TIGRIS DRIVE 40' 60' 6' SERVICE ALERT A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION (1-800-642-2444). AMUR DRIVE 40' 60' 6' � AMAZON DRIVE 40' 60' 6' 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL REQUIRED GRAVEL BEDS, RIO GRAND DRIVE 40' 60' 6' CONCRETE PADS, SUBSTRUCTURES / BOXES / VAULTS / PEDESTALS, AS WELL AS CONDUITS. NILE RIVER COURT 40' 60' 6' REFER TO SECTION 4, "ELECTRIC SERVICE -- UNDERGROUND" OF THE PG&E ELECTRIC AND GAS * =CL -FL **=CL-R/W SERVICE REQUIREMENTS HANDBOOK, 1992 EDITION. STREET LIGHT GENERAL._ NOTES FURNISH AND INSTALL ALL LIGHT FIXTURES, POLES, LUMINAIRES, BALLASTS, IGNITORS, PHOTOCELLS AND LAMPS, AND FURNISH AND INSTALL WIRING AND ALL OTHER APPLICABLE APPURTENANCES TO MAKE STREET LIGHTS OPERABLE, INCLUDING: A. 28 -FT GALVANIZED STEEL LIGHT POLE WITH 6 -FT ARM MAST B. NO. 3 1/2 PULL BOXES FOR STREET LIGHTS WITH IN-LINE FUSE, WIRING, FUSE HOLDER, GROUND RODS AND CLAMPS (LOCATED AT STREET LIGHT) C. 1 1/2" CONDUIT (SCH 40 PVC) WITH #10 CU, UNLESS NOTED OTHERWISE. (SHOWN HEREON AS "DEVELOPER CONDUIT FOR STREET LIGHT") D. NO. 3 1/2 PULL BOX WHERE RUNS BETWEEN LIGHTS EXCEED 200 LF E. 6"x6" CONCRETE COLLAR AROUND ALL NO. 3 1/2 PULL BOXES Z Q D ali Q U z W a 0 Jqq D m a 0 a- 0 LO �i w F- � O O ,� O Q :E � U a J ! Q J Z Q D ali Q U W W 0 h D m a 0 a- 0 ; �i o ,� J ! 0 o wo