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HomeMy WebLinkAbout1.8-6448 Ph 12Ln 0 N 00 QD N Cn W F- 00 X 0 00 V) W O C SAND FILL I C PLAN VIEW Cz SAND FlI SIDE VIEW CATV TRENCH CUT —OUT 5. 12" X 32" D* * Street light trench is at front of sidewalk (5' from q of joint trench) See Sheet 3 ** SEE PG &E POLE RELOCATION PLAN (NOT INCLUDED IN FORM B) ** SEE PG &E POLE RELOCATION PM #30980582 N SCALE: 1"=50' LEGEND ITEMS TO BE CONSTRUCTED N PAD MOUNTED FUSED SWITCH e_ X EXISTING STREET LIGHT ❑Q PAD MOUNTED TRANSFORMER 5800 LUMEN STREET LIGHT • SUBSURFACE TRANSFORMER ENCLOSURE -� 9500 LUMEN STREET LIGHT O COX CABLE N SPLICE BOX D 17" X 30" X i$" SECONDARY SPLICE BOX Q BRIGHT HOUSE N SPLICE BOX Q 24" X 36" X 18" SECONDARY SPLICE BOX TO BE LOCATED 3' TO THE R/0 LOT LINE 36' X 60" X 42" PRIMARY SPLICE BOX LS2A ST.LT. CONNECTION POINT "' .71 SUBSURFACE FUSED SWITCH IN A 3' X 5' BOX u EXISTING UTILITY TRENCH SUBSTRUCTURE VERIFICATION STAMP ALL FIELD CHANGES REQUIRE PRIOR APPROVAL FROM O STREET LIGHT PULL BOX (N0. 3 1/2) DISTRIBUTION TRENCH AS NOTED UTILITY CONTACT PERSON TELEPHONE DEVELOPER PG &E LES INGLE (661).398 -5975 ID TRAFFFlC CONTROL SPLICE BOX (No. 5) - - - - - -- SERVICE TRENCH AS NOTED A.T. &T. BRIAN FRANZ (661). 631 -3492 PLEASE NOTE AND SIGN D EXISTING No. 3 1/2 PULL BOX. Pr 36" X 60 "X36° SBC SPLICE BOX ALL P.G.& E. ENCLOSURES AND BOXES HAVE BEEN .SET TO GRADE ACCORDING TO GRADE CABLE N MARK BAIZE 1(661) 634 -2296 EQ ELECTRIC METER PEDESTAL STAKES PROVIDED BY THE DEVELOPERS ENGINEER. ALL COSTS TO RELOCATE OR RE- ADJUST PT 48" X 78 "X48" SBC SPLICE BOX BOXES AT A LATER DATE WILL BE BILLED TO THE DEVELOPER. PLEASE HAVE YOUR JOB O 4-6" X 8' -6" SPLICE BOX SUP. VERIFY THE CORRECTED GRADE OF ALL ENCLOSURES. AND BOXES AND SIGN AND DATE SUMMARY 02 2 EACH 2" CONDUIT STUB -OUTS (SEE PG &E LAYOUT. FOR DETAILS) DRAWING. TRENCH— STREET AREA: � _ � FUTURE HOUSE METER LOCATION SIGNED � �+/ pip BOLLARD LIGHTS 01 1 EACH 2 CONDUIT STUB -OUTS (SEE PG &E LAYOUT FOR DETAILS) B A� - - -�� EXISTING CONDUIT DATE EXC►VAN/1"Cl,/18ACMLL 000 GAS PIPE +GAS MAIL: rxRovU + INSTALL 000 PERMIT — ENCROACHMENT: APPLY + SECURE 000 TRENCH NOTES: 1. PG &E CONDUITS AND STUBOUTS TO BE FURNISHED AND INSTALLED BY CONTRACTOR WITH PULLROPES AND TRENCHING LENGTH A TRENCH DATA 2. PG &E GAS ITEMS FURNISHED AND INSTALLED BY GAS CO. TRENCH TRENCH DIST. OR 11 3 3. CABLE TV, ITEMS FURNISHED AND INSTALLED BY CABLE CO. N0. SIZE UTILITIES, SERV. BACKFILLSURFACE TRENCHING AND SHADING BY CONTRACTOR. 325 5. DEVELOPER CONDUIT TO BE FURNISHED AND INSTALLED 18 W WITH WIRE BY CONTRACTOR, 69 52 6 6. IRRIGATION CONDUIT TO BE FURNISHED AND INSTALLED 1. 18 X ,� 60 P2,T,G,W DIST. o W 18 2. 18" X 60,E Tq G, W DIST. � BOXES. 3. 18" X 60" SVC T G, W > DIST. w P4 = PG &E PRIMARY 4" CONDUIT 3. 18" X 42" SVC, T, G, W SERV. M T = SBC TELEPHONE 4 • �� 18 X �� 60 S,T,G,W DIST. _j _' § 0 w IRR = IRRIGATION SLEEVE (SCHED. 40) SIZE AS NOTED 4. 18" X 42" S, T G, W SERV. J �- Q 60 18" X. 60" P2,P2,S,T,G,W DIST. `-� oc U U) 7. 18" X 60" P2, S, S, T, G, W DIST. zz 8. 18" X 60" S S T G W DIST. _j 9. 18" X 60" P2,S,T,G,W DIST. 10. 18 X 60 S,S,SVC,T,G,W DIST. 11. 18 " X 60 " S,SVC,T,G,W DIST. `C z w o 12. ** 18" X 60'" P3 DIST. TOTAL LEN GTH 5. 12" X 32" D* * Street light trench is at front of sidewalk (5' from q of joint trench) See Sheet 3 ** SEE PG &E POLE RELOCATION PLAN (NOT INCLUDED IN FORM B) ** SEE PG &E POLE RELOCATION PM #30980582 N SCALE: 1"=50' LEGEND ITEMS TO BE CONSTRUCTED N PAD MOUNTED FUSED SWITCH e_ X EXISTING STREET LIGHT ❑Q PAD MOUNTED TRANSFORMER 5800 LUMEN STREET LIGHT • SUBSURFACE TRANSFORMER ENCLOSURE -� 9500 LUMEN STREET LIGHT O COX CABLE N SPLICE BOX D 17" X 30" X i$" SECONDARY SPLICE BOX Q BRIGHT HOUSE N SPLICE BOX Q 24" X 36" X 18" SECONDARY SPLICE BOX TO BE LOCATED 3' TO THE R/0 LOT LINE 36' X 60" X 42" PRIMARY SPLICE BOX LS2A ST.LT. CONNECTION POINT "' .71 SUBSURFACE FUSED SWITCH IN A 3' X 5' BOX u EXISTING UTILITY TRENCH SUBSTRUCTURE VERIFICATION STAMP ALL FIELD CHANGES REQUIRE PRIOR APPROVAL FROM O STREET LIGHT PULL BOX (N0. 3 1/2) DISTRIBUTION TRENCH AS NOTED UTILITY CONTACT PERSON TELEPHONE DEVELOPER PG &E LES INGLE (661).398 -5975 ID TRAFFFlC CONTROL SPLICE BOX (No. 5) - - - - - -- SERVICE TRENCH AS NOTED A.T. &T. BRIAN FRANZ (661). 631 -3492 PLEASE NOTE AND SIGN D EXISTING No. 3 1/2 PULL BOX. Pr 36" X 60 "X36° SBC SPLICE BOX ALL P.G.& E. ENCLOSURES AND BOXES HAVE BEEN .SET TO GRADE ACCORDING TO GRADE CABLE N MARK BAIZE 1(661) 634 -2296 EQ ELECTRIC METER PEDESTAL STAKES PROVIDED BY THE DEVELOPERS ENGINEER. ALL COSTS TO RELOCATE OR RE- ADJUST PT 48" X 78 "X48" SBC SPLICE BOX BOXES AT A LATER DATE WILL BE BILLED TO THE DEVELOPER. PLEASE HAVE YOUR JOB O 4-6" X 8' -6" SPLICE BOX SUP. VERIFY THE CORRECTED GRADE OF ALL ENCLOSURES. AND BOXES AND SIGN AND DATE SUMMARY 02 2 EACH 2" CONDUIT STUB -OUTS (SEE PG &E LAYOUT. FOR DETAILS) DRAWING. TRENCH— STREET AREA: � _ � FUTURE HOUSE METER LOCATION SIGNED � �+/ pip BOLLARD LIGHTS 01 1 EACH 2 CONDUIT STUB -OUTS (SEE PG &E LAYOUT FOR DETAILS) B A� - - -�� EXISTING CONDUIT DATE EXC►VAN/1"Cl,/18ACMLL 000 GAS PIPE +GAS MAIL: rxRovU + INSTALL 000 PERMIT — ENCROACHMENT: APPLY + SECURE 000 TRENCH NOTES: 1. PG &E CONDUITS AND STUBOUTS TO BE FURNISHED AND INSTALLED BY CONTRACTOR WITH PULLROPES AND TRENCHING LENGTH A AND SHADING. PG &E TO FURNISH & INSTALL BOXES 2. PG &E GAS ITEMS FURNISHED AND INSTALLED BY GAS CO. TRENCHING AND SHADING BY CONTRACTOR. - 207 11 3 3. CABLE TV, ITEMS FURNISHED AND INSTALLED BY CABLE CO. 164 TRENCHING AND SHADING BY CONTRACTOR. 120 4 4. TELEPHONE ITEMS TO BE FURNISHED AND INSTALLED BY AT &T 62 T TRENCHING AND SHADING BY CONTRACTOR. 325 5. DEVELOPER CONDUIT TO BE FURNISHED AND INSTALLED 18 W WITH WIRE BY CONTRACTOR, 69 52 6 6. IRRIGATION CONDUIT TO BE FURNISHED AND INSTALLED BY CONTRACTOR 336 43 7 7. TRAFFIC SIGNAL CONDUIT & BOXES TO BE FURNISHED AND INSTALLED BY CONTRACTOR WITH PULL ROPES. 18 165 8 8. WHERE PG &E AND TELEPHONE AND OTHER BOXES OCCUR NEAR 1590 T THE SAME LOCATION, CONTRACTOR SHALL ARRANGE BOXES AND TRENCH TO ALLOW CONDUIT TO TRANSITION TO PULL BOXES. TRENCH DATA LEGEND 1090 P P2 = PG &E PRIMARY 2" CONDUIT P " 3 = PG &E PRIMARY 6 CONDUIT P4 = PG &E PRIMARY 4" CONDUIT S = PG &E SECONDARY 3" CONDUIT SVC = ELECTRICAL SERVICE 3" CONDUIT G = PG&E GAS T = SBC TELEPHONE W = BRIGHT HOUSE NETWORKS D = STREET LIGHT 1 1/2" CONDUIT WITH 2 EA. #8 WIRE 02 = 2 EACH 3" CONDUIT STUB- -OUTS 01 = 1 EACH 3" CONDUIT STUB --OUTS IRR = IRRIGATION SLEEVE (SCHED. 40) SIZE AS NOTED 0 =- GATE OPERATER 3/4" CONDUIT WITH 3 EA. #12 WIRES M -= LANDSCAPE LIGHTING 3/4" CONDUIT WITH 3 EA. #12 WIRES ` NOTE: ATT AND BRIGHT HOUSE NETWORKS PROVIDE AND INSTALL THIER FACILITIES. N PO C"14 � J 1 O a, - Z w OG4 w O cy P 00­_ W I— JOHNSON ROAD W Z W Jv Z U) BLACK m 0 AVENUE Q 11ATA AVENUE Q W STOCKDALE HWY PROJECT SITE VICINITY MAP W U 0 'Q Of x Z W x oEE0 in o CAW DIG ALERT Gall: TOLL FREE 1 — 800 -221-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA MMMMMMMM00 N.T.S. 'Knmwwhat�s below, CaI18.11,beforeywAgI L4 Col a 0 IMAM ._71.)l --al _71) z J Z O CLOM M Lu > WW0 a_ W W C;d Al LLJ 0 LLJ �WW a" L3 Z_ ~ CL X000 W��d d NNNN O 'o"N00Q1 TRENCH NOTES: 1. PG &E CONDUITS AND STUBOUTS TO BE FURNISHED AND INSTALLED BY CONTRACTOR WITH PULLROPES AND TRENCHING LENGTH A AND SHADING. PG &E TO FURNISH & INSTALL BOXES 2. PG &E GAS ITEMS FURNISHED AND INSTALLED BY GAS CO. TRENCHING AND SHADING BY CONTRACTOR. - 207 11 3 3. CABLE TV, ITEMS FURNISHED AND INSTALLED BY CABLE CO. 164 TRENCHING AND SHADING BY CONTRACTOR. 120 4 4. TELEPHONE ITEMS TO BE FURNISHED AND INSTALLED BY AT &T 62 T TRENCHING AND SHADING BY CONTRACTOR. 325 5. DEVELOPER CONDUIT TO BE FURNISHED AND INSTALLED 18 W WITH WIRE BY CONTRACTOR, 69 52 6 6. IRRIGATION CONDUIT TO BE FURNISHED AND INSTALLED BY CONTRACTOR 336 43 7 7. TRAFFIC SIGNAL CONDUIT & BOXES TO BE FURNISHED AND INSTALLED BY CONTRACTOR WITH PULL ROPES. 18 165 8 8. WHERE PG &E AND TELEPHONE AND OTHER BOXES OCCUR NEAR 1590 T THE SAME LOCATION, CONTRACTOR SHALL ARRANGE BOXES AND TRENCH TO ALLOW CONDUIT TO TRANSITION TO PULL BOXES. TRENCH DATA LEGEND 1090 P P2 = PG &E PRIMARY 2" CONDUIT P " 3 = PG &E PRIMARY 6 CONDUIT P4 = PG &E PRIMARY 4" CONDUIT S = PG &E SECONDARY 3" CONDUIT SVC = ELECTRICAL SERVICE 3" CONDUIT G = PG&E GAS T = SBC TELEPHONE W = BRIGHT HOUSE NETWORKS D = STREET LIGHT 1 1/2" CONDUIT WITH 2 EA. #8 WIRE 02 = 2 EACH 3" CONDUIT STUB- -OUTS 01 = 1 EACH 3" CONDUIT STUB --OUTS IRR = IRRIGATION SLEEVE (SCHED. 40) SIZE AS NOTED 0 =- GATE OPERATER 3/4" CONDUIT WITH 3 EA. #12 WIRES M -= LANDSCAPE LIGHTING 3/4" CONDUIT WITH 3 EA. #12 WIRES NOTE: ATT AND BRIGHT HOUSE NETWORKS PROVIDE AND INSTALL THIER FACILITIES. N PO C"14 � J 1 O a, - Z w OG4 w O cy P 00­_ W I— JOHNSON ROAD W Z W Jv Z U) BLACK m 0 AVENUE Q 11ATA AVENUE Q W STOCKDALE HWY PROJECT SITE VICINITY MAP W U 0 'Q Of x Z W x oEE0 in o CAW DIG ALERT Gall: TOLL FREE 1 — 800 -221-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA MMMMMMMM00 N.T.S. 'Knmwwhat�s below, CaI18.11,beforeywAgI L4 Col a 0 IMAM ._71.)l --al _71) z J Z O CLOM M Lu > WW0 a_ W W C;d Al LLJ 0 LLJ �WW a" L3 Z_ ~ CL X000 W��d d NNNN O 'o"N00Q1 0 0 c�J N 00 It Q0 N z i w J i 00 Q0 X 00 Q0 I- 0 W ch i 0 IN A MULTI -LEVEL TRENCH, UPON INSTALLATION OF FACILITIES ON EACH LEVEL, THE CONTRACTOR SHALL SHADE THE TRENCH TO THE NEXT LEVEL AS SPECIFIED ON THE COMPOSITE DRAWING AND THEN ALLOW P.G.&E. AND /OR OTHER JOINT TRENCH OCCUPANTS TO INSTALL THEIR RESPECTIVE FACILITIES BEFORE BACKFILLING THE REMAINDER OF THE TRENCH. UNLESS OTHERWISE SPECIFIED, BACKFILL MATERIAL SHALL BE COMPACTED IN TWELVE (12) INCH MAXIMUM LIFTS TO 90% RELATIVE COMPACTION (ASTM D 1557). THE METHOD OF ACHIEVING SUCH COMPACTION MAY BE LIMITED BY PARAGRAPHS BELOW OR BY LOCAL AGENCIES HAVING JURISDICTION THEREFOR. COMPACTION METHODS COMMONLY ACCEPTABLE ARE HAND- TAMPING WITH PNEUMATIC OR VIBRATING EQUIPMENT OF EACH BACKFILL LIFT. THE CONTRACTOR SHALL NOT USE ANY COMPACTION METHOD THAT MAY CAUSE DAMAGE TO. P.G.&E. AND /OR OTHER JOINT TRENCH OCCUPANT'S FACILITIES. COMPACTION OF THE BACKFILL MATERIAL SHALL NOT BEGIN UNTIL A MINIMUM OF SIX (6) INCHES OF COVER IS PLACED OVER THE FACILITIES. 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. THE CONTRACTOR SHALL BE RESPONSIBILE FOR COORDINATING CONTACT, INSPECTION, AND APPROVAL WITH THOSE UTILITIES AND /OR PRIVATE COMPANIES WHICH MAY BE AFFECTED BY THE CONTRACTOR'S WORK. ANY DAMAGE RESULTING FROM THIS CONSTRUCTION WHICH IS DEEMED THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. CONTRACTOR IS TO OBTAIN APPROVED PLANS FOR EACH UTILITY FROM EACH UTILITY COMPANY PRIOR TO COMMENCEMENT OF TRENCHING. PRIOR TO TRENCHING OPERATIONS THE CONTRACTOR SHALL CALL USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN FIVE (5) FEET HORIZONTAL DISTANCE OF THE PROPOSED UTILITY TRENCH. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICTS EXISTS, THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY BY THE ENGINEER, THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION, THE CONTRACTOR SHALL BE COMPENSATED FOR SAID REVISION. IN THE EVENT A UTILITY IS DAMAGED, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBILE FOR ITS REPAIR. WITH RESPECT TO THE EXISTING FACILITIES OR STRUCTURES, THE CONTRACTOR SHALL BE RESPONSIBILE FOR BARRICADES OR ANY PROTECTION REQUIRED TO COMPLETE THE WORK. ANY DAMAGE TO STRUCTURES AND /OR FACILITIES OF OTHERS WILL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. CAUTION SHOULD BE EXERCISED BECAUSE OF EXISTING FACILITIES INCLUDING CURB AND GUTTER, PAVING, P.G. &E. TRANSMISSION LINES. LANDSCAPING, SPRINKLER SYSTEM, SIDEWALK, WALLS, STORM DRAIN, AND SANITARY SEWER. 7. P.G. &E. SUBSTRUCTURE THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT AND PERFORM ALL OPERATIONS REQUIRED TO FURNISH AND INSTALL COMPLETE, ALL SUBSTRUCTURAL COMPONENTS IN COMFORMANCE WITH P.G. &E.'S SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALL PROVIDE ANY GRADING REQUIRED BY P.G. &E. AROUND JUNCTION BOXES, SPLICE BOXES, SWITCH ENCLOSURES AND PAD MOUNTS. APPLICANT TRENCH NOTES 1. CALL "USA" 2 WORKING DAYS BEFORE EXCAVATING. UNDERGROUND SERVICE ALERT 1- 800 - 227 -2600 2. SPECIFIC CONDITIONS REQUIRED BY PG &E FOR JOINT TRENCH WORK ARE OUTLINED IN PG &E'S UTILITY OPERATIONS STANDARD S5453. 3. BACKFILL MATERIAL REQUIREMENTS ARE DETAILED IN U.O. STANDARD S5453 EXHIBIT B. 4. PG &E INSPECTOR TO APPROVE ALL EXCAVATIONS AND TRENCHES (LOCATION AND BACKFILL MATERIAL) PRIOR TO BACKFILLING. 5. TRENCHING AGENT TO DISPOSE OF ALL SPOIL. 6. MIMIMUM COVER FROM FINAL GRADE REQUIRED FOR ALL FACIL111ES IN THE STREET AREA. 7. TRENCHING AGENT TO SECURE ALL PERMITS. 8. CONTRACTOR IS RESPONSIBLE FOR CROSSING EXISTING WATER, SEWER, AND STORM DRAIN LINES, EITHER UNDER OR OVER, AS REQUIRED TO MEET PG &E COVER AND CLEARANCE REQUIREMENTS, REFER TO G.S. STANDARD 463 -4. 9. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE TRENCH SPOIL WITH 100% SELECT BACKFILL AS REQUIRED BY PG &E SPECIFICATIONS, AND WITH ANY LOCAL CITY, COUNTY, OR STATE REQUIREMENTS. 10. THE CONTRACTOR WILL BE REQUIRED TO PLACE TEMPORARY AND /OR PERMANENT PAVING IN ACCORDANCE WITH ANY LOCAL CITY, COUNTY, OR STATE REQUIREMNENTS. 11. APPLICANT TO PROVIDE AND INSTALL ANY PROTECTION EQUIPMENT (BARRIER POSTS, FENCES, ETC -) REQUIRED BY PG &E. 12. THE APPLICANT /CONTRACTOR WILL ACCEPT RESPONSIBILITY OF MAINTENANCE OF THE TRENCH (E.G. COMPACTION, PAVING, ETC.) FOR A PERIOD OF TWO YEARS OR AS SPECIFIED IN THE PERMIT, WHICHEVER IS LONGER. 13. TRENCHING AGENT TO MAINTAIN THE REQUIRED DISTANCE OF FIVE (5) FEET BETWEN GAS AND THE WET UTILITES. NOTES A. TYPICAL TRENCH SECTIONS ARE DESIGNED FOR INSTALLATIONS WHERE EACH OCCUPANT IS UTILIZING HIS ENTIRE SPACE ALLOCATION. OTHER SECTIONS, OR REDUCED DIMENSIONS, MAY BE USED PROVIDED THAT MINIMUM COVER AND CLEARANCE ARE MAINTAINED AS LISTED. B. TRENCH MAY BE LOCATED UNDER, PARTLY UNDER, OR CLEAR OF SIDEWALK. C. ALL DEPTHS MEASURED FROM FINAL GRADE. INCREASE COVER TO 30" IN STREET AREA. D. USE SELECT BACKFILL IF REQUIRED TO ACHIEVE COMPACTION. E. IF SOIL IS NOT ROCK FREE, ADD 4" TO DEPTH OF TRENCH FOR SAND BEDDING. F. COVER ON GAS SERVICE FACILITIES MAY BE REDUCED TO 18" WHEN INSTALLING STEEL SERVICES. G. REFER TO ENGINEERING STANDARD DRAWING 040686 FOR THE CURRENT ELECTRICAL TRENCH INSTALLATION REQUIREMENTS. H. ADJUST TRENCH (OR STREET LIGHT) AS NECCESSARY TO AVOID EXISTING WATERLINE. APPLICANT INSTALL CONTRACTOR CONSTRUCTION REFERENCES 1. REFER TO GAS STANDARDS A -90 & A -91 FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION, DRAWING #'S 283429 & 283430. 2. REFER TO GAS STANDARDS A -90.2 & A -91.2 FOR TYPICAL PLASTIC GAS MAIN AND SERVICE INSERT CONSTRUCTION DRAWING #'S 283725 & 283431. 3. REFER TO GAS STANDARDS A -90.2 & A -90.3, D -12, D -13.1 & D -14 FOR TYPICAL ANODE AND LOCATING WIRE INSTALLATION ON DIRECT BURIAL PLAC11C GAS MAIN AND SERVICES DRAWING #'S 283752, 283753, 282650, 283593, & 283975. 4. REFER TO GAS STANDARDS A -91.3 & A -91.4 FOR TYPICAL GAS SERVICE RISER INSTALLATION DRAWING #'S 284193 & 283967. 5. REFER TO GAS STANDARD A -34 FOR TEST CRITRIA ON GAS MAIN AND SERVICES. 6. PACIFIC GAS AND ELECTRIC TO PERFORM ALL HOT TIE -INS AND PURGING OF GAS PIPING PER GAS STANDARD A -38. 7. CONTRACTOR IS RESPONSIBLE FOR CROSSING EXISTING WATER, SEWER, AND STORM DRAIN LINES, EITHER UNDER OR OVER, AS REQUIRED TO MEET PG &E COVER AND CLEARANCE REQUIREMENTS. REFER TO INTERIM STANDARD PRACTICE 463 -4. 8. THE LOCATION OF ALL EXISTING OR NEWLY INSTALLED WATER, SEWER, AND STORM DRAIN OR OTHER LINES, SHALL BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT RELY ON PG &E TO LOCATE FACILITIES. (PG &E WILL LOCATE FACILITIES UPON PROPER USA NOTIFICATION). CALL USA AT (800) 227 -2600. 9. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE TRENCH SPOIL WITH 100% SELECT BACKFILL AS REQUIRED BY PG &E SPECIFICATIONS, AND BY ANY LOCAL CITY, COUBTY, OR STATE REQUIREMENTS. 10. THE CONTRACTOR WILL BE REQUIRED TO PLACE TEMPORARY AND /OR PERMANENT PAVING IN ACCORDANCE WITH ANY LOCAL CITY, COUNTY, OR STATE REQUIREMENTS. 11. SPLICE BOXES OR EQUIPMENT TO BE INSTALLED NO CLOSER THAN 1' LATERLALLY OVER GAS FACILITIES. 12. DEVELOPER TO PROVIDE AND INSTALL ANY EQUIPMENT PROTECTION (BARRIER POST, RETAINER WALLS, ETC.) REQUIRED BY PG &E. aal TYPICAL DISTRIBUTION TRENCH � I r FINISH GRADE z Z N tul 00@ C Lo '2• co G "' 3" MIN. _ was 1. 2" SAND SHADING AROUND GAS & ELECTRIC IF SOIL IS NOT ROCK FREE. 2. ONLY PARTIES IN USA ARE ALLOWED IN TRENCH. 3. ANY PARTY EXCEEDING ITS TRENCH ALLOCATION SHALL MAKE ARRANGEMENTS TO ENSURE THAT TRENCH WILL ACCOMODATE ADDED FACILITIES. 4. GAS TO GO ON SIDE OF TRENCH NEAREST STREET. 5. WHEN COMMUNICATION DUCTS ARE INSTALLED, A MINIMUM OF 12" RADIAL SEPARATION SHALL BE MAINTAINED FROM GAS FACIALITIES. EXCEPT WITH MUTUAL AGGREMENT, WHEN 4" DIAMETER GAS PIPE IS INSTALLED, THE SEPARATION MWY BE REDUCED TO NOT LESS THAN 6 ". ADDED FACILITIES. 6" GAS REQUIRES 12" SEPARATION FROM TELEPHONE OF TV. 6. STREET LIGHT CONDUIT SHALL BE INSTALLED IN A SEPARATE TRENCH PRELIMINARY NOT FOR CONSTRUCTION MINIMUM COVER AND CLEARANCES MIN. SEPARATION FROM CONSTRUCTION NOTES: BOX AND VAULT INSIDE DIMENSIONS G T 2. THE CONDUIT SHALL BE PLACED IN THE BOTTOM OF THE TRENCH AND THE TRENCH S P SHALL BE BACKFILLED WITH A TWO (2) SACK SLURRY CEMENT BACKFILL. SLURRY 1. TRENCH EXCAVATION CEMENT BACKFILL SHALL BE PLACED TO WITHIN 0.20 FEET BELOW THE PAVEMENT 6" 6, SURFACE. THE TOP 0.20 FEET SHALL BE BACKFILLED WITH ASPHALT CONCRETE 12" THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN PRODUCED FROM COMMERCIAL QUALITY PAVING ASPHALT AND AGGREGATES. TELEPHONE OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. - 0" THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S -39 AND DETAILED 12" 24", 30" STREET SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. 3. PRIOR TO SPREADING ASPHALT CONCRETE PAINT BINDER SHALL BE APPLIED AS 6" 0" SPECIFIED IN SECTION 39 -4.02, "PRIME COAT AND PAINT BINDER ", OF THE STANDARD 0" CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS SPECIFICATIONS. SPREADING AND COMPACTING OF ASPHALT CONCRETE SHALL BE S PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE PERFORMED BY ANY METHOD WHICH WILL PRODUCE AN ASPHALT CONCRETE SURFACE 0" TYPES OF PIPE SELECTED FOR CONSTRUCTION. UTILITY CONDUIT OF UNIFORM SMOOTHNESS, TEXTURE AND DENSITY. 6" INSTALLATIONS SHALL MEET CITY STANDARD S -39. P ELECT. PRIMARY 12 4. ALL EXCAVATED AREAS IN THE PAVEMENT SHALL BE BACKFILLED EXCEPT FOR THE 12 TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. TOP 0.20 FOOT, BY THE END OF THE WORKING DAY. THE TOP 0.20 FOOT SHALL BE 30" 36" IN STREET VALUES SHOWN ARE TYPICAL, BUT SHOULD BE VERIFIED WITH LOCAL T OR C ENGINEER. PLACED WITHIN THREE (3) WORKING DAYS AFTER TRENCHING. TEMPORARY ROADMIX OR OTHER ACCEPTABLE TEMPORARY SURFACE WILL BE ALLOWED ON THE TOP 0.20 FOOT 2. BRACING AND SHORING UNTIL SUCH TIME AS THE PERMANENT ASPHALT SURFACE IS PLACED. PERMANENT EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES ORDERS AND ASPHALT SURFACE SHALL BE PLACED WITHIN FIFTEEN (15) WORKING DAYS OF TRENCH Ld REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR BEING OPENED. DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A 5. TRENCHES PERPENDICULAR TO TRAFFIC THAT ARE GREATER THAN SIX 6 INCHES IN � ) REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE WIDTH SHALL BE PLATED UNTIL PERMANENT ASPHALT IS PLACED IN TOP 0.20 FOOT. RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TRENCHES PARALLEL TO TRAFFIC THAT ARE GREATER THAN SIX (6) INCHES IN WIDTH TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE SHALL BE PLATED UNTIL TEMPORARY SURFACE IS PLACED IN TOP 0.20 FOOT. CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING w BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE R 0 6. NO TRENCH SHALL BE OPENED I N ANY STREET FOR THE PURPOSE OF LAYING PIPES BACKFILL AT ALL TIMES. OR CONDUITS MORE THAN SIX HUNDRED (600) FEET IN ADVANCE OF THE PIPE OR CONDUIT PLACED THEREIN. 0 SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, DEPENDENT UPON ADVERSE SOIL CONDITIONS OR OTHER CIRCUMSTANCES ENCOUNTERED AT SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE THE TIME OF CONSTRUCTION, THE ENGINEER MAY SPECIFY WHICH OF THE ABOVE METHODS OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE MAY BE USED. ALL CONDUITS SHALL HAVE PULL ROPE INSTALLED. EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE PULL BOXES. PULL BOXES SHALL CONFORM TO THE PROVISIONS IN SECTION 86 -2.06, CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A "PULL BOXES ", OF THE STANDARD SPECIFICATIONS AND THESE CONSTRUCTION NOTES. REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THAN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS ALL PULL BOX ASSEMBLIES USED IN TRAFFIC SIGNAL OR TRAFFIC SIGNAL INTERCONNECT PROHIBITED ON THIS PROJECT. SHALL INCLUDE ONE EXTENSION WITH A KNOCKOUT FOR TWO (2) INCH CONDUIT AND A KNOCKOUT FOR FOUR (4) INCH MULTI -DUCT CONDUIT ON ALL SIDES TO ACCOMMODATE 3. TRENCH BACKFILL INSTALLATION OF CONDUIT. SHOULD AN APPROVED ALTERNATE MULTI -DUCT CONDUIT ASSEMBLY BE CHOSEN BY THE CONTRACTOR, THE KNOCKOUT FOR FOUR (4) INCH MULTI -DUCT ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD CONDUIT AT EACH END MAY BE SUBSTITUTED BY A LARGER SIZE TO ACCOMMODATE THIS SPECIFICATIONS, DATED MAY, 2006. BEDDING CLASS SHALL BE AS SPECIFIED IN THE ALTERNATE CONDUIT ASSEMBLY. PIPE OPTIONS. UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD S -39, EXCEPT THAT COMPACTION SHALL BE NO LESS RECESSES FOR SUSPENSION OF BALLASTS WILL NOT BE REQUIRED. THAN NINETY PERCENT (90 %) UP TO THIRTY INCHES (30 ") FROM FINISHED GRADE. PULL BOXES FOR THREE (3) INCH TRAFFIC SIGNAL CONDUIT AND TWO (2) INCH INTERCONNECT BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED CONDUIT SHALL BE NO. 5. TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB, THE PIPE OR ITS ALIGNMENT AND GRADE. 5. STREET LIGHT INSTALLATION BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS, MATERIALS, AND EQUIPMENT AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND NECESSARY FOR STREET LIGHT INSTALLATION PER THE STANDARD SPECIFICATIONS, THE SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER CONTRACT PLANS, AND THESE CONSTUCTION NOTES. ALL WORK NECESSARY TO PROVIDE STREET SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A LIGHTS COMPLETE AND READY FOR USE SHALL BE PERFORMED AND FULL COMPENSATION SHALL COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICES PAID FOR THE VARIOUS ITEMS OF WORK. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. ATTENTION IS DIRECTED TO SECTION 86, "SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS" AND IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS SECTION 7.1.11, "PRESERVATION OF PROPERTY ", OF THE STANDARD SPECIFICATIONS. BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR SHALL FURNISH AND INSTALL STREET LIGHT ASSEMBLIES PER CONTRACT PLANS, COMPLETE WITH STREET LIGHT, LUMINAIRE, BALLAST, IGNITOR, PHOTOCELL AND LAMP. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN -SITU MATERIALS. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL 1-1/2" DIAMETER RIGID NON- METALLIC CONDUIT, IN -LINE FUSES, FUSE HOLDERS, WIRE, GROUND ROD AND CLAMPS AND ALL OTHER INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321 -8 SHALL BE USED APPURTENANCES THAT GO WITH SUCH TO MAKE STREET LIGHTS OPERABLE. IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE , PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND THE CONTRACTOR SHALL FURNISH AND INSTALL NO. 3-1/2 CONCRETE PULL BOXES AT STREET MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO LIGHT LOCATIONS AS INDICATED ON CITY OF BAKERSFIELD DETAIL SL -1 AND AS SHOWN ON COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION THE CONTRACT PLANS. ANY DEVIATION FROM SAID LOCATION WILL NOT BE ALLOWED WITHOUT OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE PRIOR WRITTEN PERMISSION FROM THE ENGINEER. RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA - HAMMER WILL NOT BE THE CONTRACTOR SHALL COORDINATE INSTALLATION OF CONCRETE APRONS AROUND STREET PERMITTED. LIGHT SPLICE BOXES WITH SIDEWALK CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING STREET LIGHT FOR CITY OF BAKERSFIELD AND ENGINEER'S ACCEPTANCE. A SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE GENERATOR AND PHOTOCELL BLACKOUT WILL BE REQUIRED FOR THIS PROCEDURE. BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL CONTACT, INSPECTION AND MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND /OR ROLLING, APPROVAL WITH THOSE UTILITIES AND /OR PRIVATE COMPANIES WHICH WILL BE AFFECTED BY USING EQUIPMENT AND METHODS APPROVED. BY THE ENGINEER. THE CONTRACTOR'S WORK. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND /OR ROLLING, THE BACKFILL STREET LIGHTS SHALL NOT BE PLACED CLOSER THAN FIVE (5) FEET TO A FIRE HYDRANT. MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND /OR ROLLING THE CONTRACTOR SHALL UNCOVER AND LOCATE ALL UNDERGROUND AND CONCEALED BEFORE SUCCEEDING LAYERS ARE PLACED. FACILITIES IN ADVANCE OF ACTUAL EXCAVATION OPERATIONS, IN ORDER TO DETECT ANY CONFLICTS AND AVOID REEXCAVATION FOR CHANGE OF GRADE AND ALIGNMENT. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE -HALF (2-1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND /OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON 6. UTILITY TRENCHING AND CONDUIT INSTALLATION STREETS, THE BACKFILL WITHIN TWO AND ONE -HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90 %) RELATIVE THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS, MATERIALS, AND EQUIPMENT COMPACTION. NECESSARY FOR UTILITY TRENCHING, SUBSTRUCTURE AND BOX INSTALLATION PER THE STANDARD SPECIFICATIONS, THE CONTRACT PLANS, AND THESE CONSTUCTION NOTES. ALL WORK NECESSARY SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM TO TRENCH, EXCAVATE, BORE, BACKFILL, COMPACT AND PAVE FOR THE JOINT UNDERGROUND STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE FACILITIES INCLUDING VAULTS, BOXES, ETC. SHALL BE PERFORMED AND FULL COMPENSATION MATTER, OR OTHER UNSATISFACTORY MATERIALS. SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICES PAID FOR THE VARIOUS ITEMS OF WORK. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. ATTENTION IS DIRECTED TO SECTION 86, "SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS ", AND WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON- STREET AREAS. SECTION 7.1.11, "PRESERVATION OF PROPERTY ", OF THE STANDARD SPECIFICATIONS. BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION THE CONTRACTOR SHALL PROVIDE A FORMAN, LABORER AND BACKHOE FROM START TO COMPLETION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6 -3, OF JOB. UTILITIES WILL BE READY TO OCCUPY TRENCHES WITHIN SAID PROJECT SEVEN (7) "TESTING ", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF CALENDAR DAYS AFTER CONSTRUCTION START DATE. THE CONTRACTOR SHALL HAVE UNDERGROUND TRANSPORTATION. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, EXCAVATIONS OPEN AND READY FOR THE INSTALLATION OF GAS AND /OR ELECTRIC FACILITIES SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE BEFORE P.G.&E. BEGINS ITS FIELD WORK. AFTER P.G. &E. COMMENCES ITS WORK, THE CONTRACTOR NEXT LAYER IS PLACED. SHALL CONTINUE TO EXCAVATE WITH SUFFICIENT LABOR AND EQUIPMENT TO ALLOW P.G. &E. AND OTHER JOINT TRENCH OCCUPANTS TO COMPLETE THE INSTALLATION OF THEIR RESPECTIVE EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE FACILITIES WITHOUT INTERRUPTION. FOLLOWING THE INSTALLATION OF FACILITIES OF ALL THE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S -39 TRENCH OCCUPANTS AND UPON NOTIFICATION BY P.G. &E.'S INSPECTOR OR CREW FOREMAN, THE AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE CONTRACTOR SHALL IMMEDIATELY COMMENCE BACKFILLING (OR SHADING) OF TRENCHES AS DIRECTED. ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90 %) THE CONTRACTOR SHALL FURNISH AND INSTALL P.G. &E. CONDUITS PADS AND BOXES AS SHOWN RELATIVE COMPACTION FOR THE TOP FINISHED 30 to , AND SHALL BE DETERMINED BY ON THE CONTRACT PLANS. CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. NO BACKFILLING SHALL BE PERFORMED UNTIL ALL FACILITIES ARE PLACED THEREIN (OR ON A PARTICULAR LEVEL) AND INSPECTED BY THE RESPECTIVE TRENCH OCCUPANT TO ENSURE PROPER IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SEPARATION AND /OR REQUIRED COVER ACHIEVED. IF ANY BACKFILLING IS PERFORMED BY THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE- EXCAVATED AND RE-- COMPACTED. CONTRACTOR WITHOUT APPROVAL, THE ENGINEER WILL HAVE THE RIGHT TO REQUIRE REMOVAL OF THE BACKFILL FOR EXAMINATION, AND THE COST OF SUCH UNCOVERING SHALL BE BORNE BY THE 4. CONDUIT AND PULL BOXES CONTRACTOR. CONDUIT SHALL CONFORM TO THE PROVISIONS IN SECTION 86 -2.05, "CONDUIT ", OF THE THE PADDING AND BACKFILL MATERIAL FOR JOINT TRENCH OR SUBSTRUCTURE EXCAVATION IS TO BE STANDARD SPECIFICATIONS AND THESE CONSTRUCTION NOTES. PULL BOXES SHALL SUPPLIED BY THE CONTRACTOR AND SHALL BE SAND, FINE EARTH, OR IF ALLOWED BY THE P.G. &E. CONFORM TO THE PROVISIONS OF SECTION 86 -2.06, "PULL BOXES ", OF THE STANDARD INSPECTOR AND AGENCIES HAVING JURISDICTION, EXCAVATED SOIL FREE OF ROCKS. BACKFILL SPECIFICATIONS AND THESE CONSTRUCTION NOTES. MATERIAL SHALL BE IN A NATURAL STATE OR SCREENED FREE (NO. 4 SCREEN) OF ROCKS, WOOD, ROOTS OR VEGETABLE MATTER OR ANY OTHER DELETERIOUS MATTER. HOWEVER THE BACKFILL MATERIAL A PULL ROPE CONFORMING TO SECTION 86- 2.05C, "INSTALLATION ", OF THE STANDARD FOR THAT PORTION OF THE TRENCH MORE THAN SIX (6) INCHES ABOVE THE UPPERMOST UTILITY FACILITY SPECIFICATIONS SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLATION MAY BE OF NATIVE SPOIL, CRUSHER RUN, CRUSHED ROCK, GRAVEL, SAND OR A MIXTURE OF THESE OF FUTURE CONDUCTORS. PROVIDING SUCH MATERIAL MEETS WITH THE APPROVAL OF THE ENGINEER. CONDUIT SEALING PLUGS. EXCEPT AS OTHERWISE NOTED, ALL EMPTY CONDUITS SHALL HAVE THEIR ENDS SEALED WITH COMMERCIAL PREFORMED PLUGS WHICH PREVENT THE THE CONTRACTOR SHALL BACKFILL BEHIND CURB AND SLOPE 1/4"' PER FOOT TO THE RIGHT -OF- PASSAGE OF GAS, DUST AND WATER INTO THESE CONDUITS. SEALING PLUGS SHALL BE WAY. FINISH GRADE SHALL BE NO MORE THAN THREE (3) INCHES BELOW TOP OF CURB. INSTALLED WITHIN EACH SPLICE VAULT OR PULL BOX. ALL TRENCHING SHALL BE PERFORMED IN ACCORDANCE WITH P.G. &E., SO. CAL. GAS, A.T. &T., SEALING PLUGS SHALL BE REMOVABLE AND REUSABLE. BRIGHT HOUSE CABLE, AND CASTLE & COOKE CALIFORNIA, INC. SPECIFICATIONS, OR AS DIRECTED BY SAID UTILITIES. EXCAVATION SHALL BE MADE TO PROVIDE THE ULTIMATE MINIMUM COVER SPECIFIED SEALING PLUGS USED TO SEAL CONDUIT SHALL BE CAPABLE OF WITHSTANDING A REGARDLESS OF FIELD CONDITIONS. ATTENTION IS DIRECTED TO "SPECIFICATION FOR TRENCHING BY PRESSURE OF 5 psi. APPLICANT" BY P.G. &E. A SEALING PLUG THAT SEALS AN EMPTY CONDUIT SHALL HAVE AN EYE OR OTHER TYPE TRENCH BOTTOMS SHALL BE LEVEL, FLAT AND WITHOUT SURFACE IRREGULARITIES AND SHALL BE OF CAPTURING DEVICE (ON THE SIDE OF THE PLUG THAT ENTERS THE CONDUIT) TO CLEAR AND FREE OF DEBRIS AT THE TIME THE TRENCH IS MADE AVAILABLE TO P.G. &E. AND /OR ATTACH ONTO THE PULL ROPE, SO THE PULL ROPE WILL BE EASILY ACCESSIBLE WHEN OTHER UTILITIES FOR PLACEMENT OF THEIR FACILITIES. THIS INCLUDES THE EXCAVATION FOR SUB - THE PLUG IS REMOVED. STRUCTURES AND SUPPLY OF COARSE ROCK (GRAVEL) FOR PLACEMENT OF SUBSTRUCTURES AS CONDUIT INSTALLATION. CONDUITS MAY BE INSTALLED BY EITHER JACKING /DRILLING OR REQUIRED. OPEN TRENCH METHODS. INSTALLATION USING JACKING OR DRILLING SHALL CONFORM TO DURING THE PERFORMANCE OF WORK THE CONTRACTOR IS RESPONSIBILE TO MAINTAIN THE SECTION 86- 2.05C, "INSTALLATION ", OF THE STANDARD SPECIFICATIONS. OPEN TRENCH EXCAVATED TRENCH IN SATISFACTORY CONDITION AND MAINTAIN THE FACILITIES IN THEIR APPROPRIATE INSTALLATION IN PAVEMENT SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: TRENCH CONFIGURATION. 1. CONDUIT SHALL BE RIGID NON- METALLIC TYPE. CONDUIT SHALL BE PLACED UNDER THE BOTTOM OF THE TRENCH SHALL BE CLEARED OF ROCKS OR OTHER HARD SUBSTANCES OR A EXISTING PAVEMENT IN A TRENCH NOT TO EXCEED 12 INCHES IN WIDTH. TRENCH SHALL SAND OR FINE EARTH CUSHION OF AT LEAST FOUR (4) INCHES MAY BE REQUIRED AS A PAD ON WHICH BE CUT USING A ROCK SAW OR BACKHOE AND ALL LOOSE UNCOMPACTED MATERIAL ELECTRIC CONDUIT OR OTHER FACILITIES CAN REST. SUCH PADDING SHALL BE COMPACTED PRIOR TO SHALL BE REMOVED FROM THE BOTTOM OF THE TRENCH PRIOR TO PLACEMENT OF INSTALLATION OF FACILITIES. ROCK PADDING (GRAVEL) FOR SUBSTRUCTURES SHALL BE SUPPLIED BY CONDUIT. THE TRENCH SHALL HAVE A MINIMUM DEPTH OF 24 INCHES BELOW FINISHED THE CONTRACTOR. GRADE. IN A MULTI -LEVEL TRENCH, UPON INSTALLATION OF FACILITIES ON EACH LEVEL, THE CONTRACTOR SHALL SHADE THE TRENCH TO THE NEXT LEVEL AS SPECIFIED ON THE COMPOSITE DRAWING AND THEN ALLOW P.G.&E. AND /OR OTHER JOINT TRENCH OCCUPANTS TO INSTALL THEIR RESPECTIVE FACILITIES BEFORE BACKFILLING THE REMAINDER OF THE TRENCH. UNLESS OTHERWISE SPECIFIED, BACKFILL MATERIAL SHALL BE COMPACTED IN TWELVE (12) INCH MAXIMUM LIFTS TO 90% RELATIVE COMPACTION (ASTM D 1557). THE METHOD OF ACHIEVING SUCH COMPACTION MAY BE LIMITED BY PARAGRAPHS BELOW OR BY LOCAL AGENCIES HAVING JURISDICTION THEREFOR. COMPACTION METHODS COMMONLY ACCEPTABLE ARE HAND- TAMPING WITH PNEUMATIC OR VIBRATING EQUIPMENT OF EACH BACKFILL LIFT. THE CONTRACTOR SHALL NOT USE ANY COMPACTION METHOD THAT MAY CAUSE DAMAGE TO. P.G.&E. AND /OR OTHER JOINT TRENCH OCCUPANT'S FACILITIES. COMPACTION OF THE BACKFILL MATERIAL SHALL NOT BEGIN UNTIL A MINIMUM OF SIX (6) INCHES OF COVER IS PLACED OVER THE FACILITIES. 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. THE CONTRACTOR SHALL BE RESPONSIBILE FOR COORDINATING CONTACT, INSPECTION, AND APPROVAL WITH THOSE UTILITIES AND /OR PRIVATE COMPANIES WHICH MAY BE AFFECTED BY THE CONTRACTOR'S WORK. ANY DAMAGE RESULTING FROM THIS CONSTRUCTION WHICH IS DEEMED THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. CONTRACTOR IS TO OBTAIN APPROVED PLANS FOR EACH UTILITY FROM EACH UTILITY COMPANY PRIOR TO COMMENCEMENT OF TRENCHING. PRIOR TO TRENCHING OPERATIONS THE CONTRACTOR SHALL CALL USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN FIVE (5) FEET HORIZONTAL DISTANCE OF THE PROPOSED UTILITY TRENCH. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICTS EXISTS, THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY BY THE ENGINEER, THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION, THE CONTRACTOR SHALL BE COMPENSATED FOR SAID REVISION. IN THE EVENT A UTILITY IS DAMAGED, THE CONTRACTOR SHALL BE WHOLLY RESPONSIBILE FOR ITS REPAIR. WITH RESPECT TO THE EXISTING FACILITIES OR STRUCTURES, THE CONTRACTOR SHALL BE RESPONSIBILE FOR BARRICADES OR ANY PROTECTION REQUIRED TO COMPLETE THE WORK. ANY DAMAGE TO STRUCTURES AND /OR FACILITIES OF OTHERS WILL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. CAUTION SHOULD BE EXERCISED BECAUSE OF EXISTING FACILITIES INCLUDING CURB AND GUTTER, PAVING, P.G. &E. TRANSMISSION LINES. LANDSCAPING, SPRINKLER SYSTEM, SIDEWALK, WALLS, STORM DRAIN, AND SANITARY SEWER. 7. P.G. &E. SUBSTRUCTURE THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT AND PERFORM ALL OPERATIONS REQUIRED TO FURNISH AND INSTALL COMPLETE, ALL SUBSTRUCTURAL COMPONENTS IN COMFORMANCE WITH P.G. &E.'S SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALL PROVIDE ANY GRADING REQUIRED BY P.G. &E. AROUND JUNCTION BOXES, SPLICE BOXES, SWITCH ENCLOSURES AND PAD MOUNTS. APPLICANT TRENCH NOTES 1. CALL "USA" 2 WORKING DAYS BEFORE EXCAVATING. UNDERGROUND SERVICE ALERT 1- 800 - 227 -2600 2. SPECIFIC CONDITIONS REQUIRED BY PG &E FOR JOINT TRENCH WORK ARE OUTLINED IN PG &E'S UTILITY OPERATIONS STANDARD S5453. 3. BACKFILL MATERIAL REQUIREMENTS ARE DETAILED IN U.O. STANDARD S5453 EXHIBIT B. 4. PG &E INSPECTOR TO APPROVE ALL EXCAVATIONS AND TRENCHES (LOCATION AND BACKFILL MATERIAL) PRIOR TO BACKFILLING. 5. TRENCHING AGENT TO DISPOSE OF ALL SPOIL. 6. MIMIMUM COVER FROM FINAL GRADE REQUIRED FOR ALL FACIL111ES IN THE STREET AREA. 7. TRENCHING AGENT TO SECURE ALL PERMITS. 8. CONTRACTOR IS RESPONSIBLE FOR CROSSING EXISTING WATER, SEWER, AND STORM DRAIN LINES, EITHER UNDER OR OVER, AS REQUIRED TO MEET PG &E COVER AND CLEARANCE REQUIREMENTS, REFER TO G.S. STANDARD 463 -4. 9. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE TRENCH SPOIL WITH 100% SELECT BACKFILL AS REQUIRED BY PG &E SPECIFICATIONS, AND WITH ANY LOCAL CITY, COUNTY, OR STATE REQUIREMENTS. 10. THE CONTRACTOR WILL BE REQUIRED TO PLACE TEMPORARY AND /OR PERMANENT PAVING IN ACCORDANCE WITH ANY LOCAL CITY, COUNTY, OR STATE REQUIREMNENTS. 11. APPLICANT TO PROVIDE AND INSTALL ANY PROTECTION EQUIPMENT (BARRIER POSTS, FENCES, ETC -) REQUIRED BY PG &E. 12. THE APPLICANT /CONTRACTOR WILL ACCEPT RESPONSIBILITY OF MAINTENANCE OF THE TRENCH (E.G. COMPACTION, PAVING, ETC.) FOR A PERIOD OF TWO YEARS OR AS SPECIFIED IN THE PERMIT, WHICHEVER IS LONGER. 13. TRENCHING AGENT TO MAINTAIN THE REQUIRED DISTANCE OF FIVE (5) FEET BETWEN GAS AND THE WET UTILITES. NOTES A. TYPICAL TRENCH SECTIONS ARE DESIGNED FOR INSTALLATIONS WHERE EACH OCCUPANT IS UTILIZING HIS ENTIRE SPACE ALLOCATION. OTHER SECTIONS, OR REDUCED DIMENSIONS, MAY BE USED PROVIDED THAT MINIMUM COVER AND CLEARANCE ARE MAINTAINED AS LISTED. B. TRENCH MAY BE LOCATED UNDER, PARTLY UNDER, OR CLEAR OF SIDEWALK. C. ALL DEPTHS MEASURED FROM FINAL GRADE. INCREASE COVER TO 30" IN STREET AREA. D. USE SELECT BACKFILL IF REQUIRED TO ACHIEVE COMPACTION. E. IF SOIL IS NOT ROCK FREE, ADD 4" TO DEPTH OF TRENCH FOR SAND BEDDING. F. COVER ON GAS SERVICE FACILITIES MAY BE REDUCED TO 18" WHEN INSTALLING STEEL SERVICES. G. REFER TO ENGINEERING STANDARD DRAWING 040686 FOR THE CURRENT ELECTRICAL TRENCH INSTALLATION REQUIREMENTS. H. ADJUST TRENCH (OR STREET LIGHT) AS NECCESSARY TO AVOID EXISTING WATERLINE. APPLICANT INSTALL CONTRACTOR CONSTRUCTION REFERENCES 1. REFER TO GAS STANDARDS A -90 & A -91 FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION, DRAWING #'S 283429 & 283430. 2. REFER TO GAS STANDARDS A -90.2 & A -91.2 FOR TYPICAL PLASTIC GAS MAIN AND SERVICE INSERT CONSTRUCTION DRAWING #'S 283725 & 283431. 3. REFER TO GAS STANDARDS A -90.2 & A -90.3, D -12, D -13.1 & D -14 FOR TYPICAL ANODE AND LOCATING WIRE INSTALLATION ON DIRECT BURIAL PLAC11C GAS MAIN AND SERVICES DRAWING #'S 283752, 283753, 282650, 283593, & 283975. 4. REFER TO GAS STANDARDS A -91.3 & A -91.4 FOR TYPICAL GAS SERVICE RISER INSTALLATION DRAWING #'S 284193 & 283967. 5. REFER TO GAS STANDARD A -34 FOR TEST CRITRIA ON GAS MAIN AND SERVICES. 6. PACIFIC GAS AND ELECTRIC TO PERFORM ALL HOT TIE -INS AND PURGING OF GAS PIPING PER GAS STANDARD A -38. 7. CONTRACTOR IS RESPONSIBLE FOR CROSSING EXISTING WATER, SEWER, AND STORM DRAIN LINES, EITHER UNDER OR OVER, AS REQUIRED TO MEET PG &E COVER AND CLEARANCE REQUIREMENTS. REFER TO INTERIM STANDARD PRACTICE 463 -4. 8. THE LOCATION OF ALL EXISTING OR NEWLY INSTALLED WATER, SEWER, AND STORM DRAIN OR OTHER LINES, SHALL BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT RELY ON PG &E TO LOCATE FACILITIES. (PG &E WILL LOCATE FACILITIES UPON PROPER USA NOTIFICATION). CALL USA AT (800) 227 -2600. 9. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE TRENCH SPOIL WITH 100% SELECT BACKFILL AS REQUIRED BY PG &E SPECIFICATIONS, AND BY ANY LOCAL CITY, COUBTY, OR STATE REQUIREMENTS. 10. THE CONTRACTOR WILL BE REQUIRED TO PLACE TEMPORARY AND /OR PERMANENT PAVING IN ACCORDANCE WITH ANY LOCAL CITY, COUNTY, OR STATE REQUIREMENTS. 11. SPLICE BOXES OR EQUIPMENT TO BE INSTALLED NO CLOSER THAN 1' LATERLALLY OVER GAS FACILITIES. 12. DEVELOPER TO PROVIDE AND INSTALL ANY EQUIPMENT PROTECTION (BARRIER POST, RETAINER WALLS, ETC.) REQUIRED BY PG &E. aal TYPICAL DISTRIBUTION TRENCH � I r FINISH GRADE z Z N tul 00@ C Lo '2• co G "' 3" MIN. _ was 1. 2" SAND SHADING AROUND GAS & ELECTRIC IF SOIL IS NOT ROCK FREE. 2. ONLY PARTIES IN USA ARE ALLOWED IN TRENCH. 3. ANY PARTY EXCEEDING ITS TRENCH ALLOCATION SHALL MAKE ARRANGEMENTS TO ENSURE THAT TRENCH WILL ACCOMODATE ADDED FACILITIES. 4. GAS TO GO ON SIDE OF TRENCH NEAREST STREET. 5. WHEN COMMUNICATION DUCTS ARE INSTALLED, A MINIMUM OF 12" RADIAL SEPARATION SHALL BE MAINTAINED FROM GAS FACIALITIES. EXCEPT WITH MUTUAL AGGREMENT, WHEN 4" DIAMETER GAS PIPE IS INSTALLED, THE SEPARATION MWY BE REDUCED TO NOT LESS THAN 6 ". ADDED FACILITIES. 6" GAS REQUIRES 12" SEPARATION FROM TELEPHONE OF TV. 6. STREET LIGHT CONDUIT SHALL BE INSTALLED IN A SEPARATE TRENCH PRELIMINARY NOT FOR CONSTRUCTION MINIMUM COVER AND CLEARANCES MIN. SEPARATION FROM QUANTITY BOX AND VAULT INSIDE DIMENSIONS G T C S P MIN. COVER G GAS - 6" 6, 12" 12" 24» T TELEPHONE 6" - 0" 0" 12" 24", 30" STREET C CABLE TV 6" 0" - 0" 12" 18 S ELECT. SECONDARY 12" 0" 0" - 6" 24" 30" IN STREET P ELECT. PRIMARY 12 12 12 6" 1 - 30" 36" IN STREET VALUES SHOWN ARE TYPICAL, BUT SHOULD BE VERIFIED WITH LOCAL T OR C ENGINEER. PLAN VIE�N SEG. Si�L I G� BOX DETAIL FOR NON4NATER SIDE OF STREET. --------------------------------------------------------------------------------------------- - - - - -- P/L 1 C.L. TRENCH 3' i EXTEND SERVICE CONDUITS i 5' BEYOND PROPERTY LINE. SEC.SPLICE BOX i (SIZE AS SHOWN)- � A.T. &T. & GROUP CONDUITS TOGETHER. j CABLE TV. CONDUIT SIZE = 3 ",4" AND /OR 2" SL CONDUIT SIZE = 3" 0 4" SERVICE CONDUITS II PROPOSED SIDEWALK E II ilLONG SIDE SERVICES TO BE OFFSET 3' FROM P/L ACROSS PROPOSED PLANTER STREET STREET 10' P.U.E. 12' R/W TYPICAL SERVICE TRENCH FINISH GRADE 1. 2" SAND SHADING AROUND GAS & ELECTRIC IF SOIL IS NOT ROCK FREE. 2. ONLY PARTIES IN USA ARE ALLOWED IN TRENCH. PG &E BOX SIZE QUANTITY BOX AND VAULT INSIDE DIMENSIONS FINISHED GRADE IN PARKWAY TO TOP OF ROCK 5 S I D EWALK Q I W n I 4 0 C � z 0 ! PG &E #2 5 17 "X 30 "X 18" DEEP 18" PG &E #3 1 24 "X 36 "X 18" DEEP 18" T.E. 2 3' -0 "X 5' -0" TRANS. ENCL. 67" PLAN VIE�N I `rF I.GAL TRANSFORMER IMF I A I L FOR NON4NATER SIDE OF STREET. APPLICANT TO PROVIDE & INSTALL 52 "x 36 "x 18" BOX PAD. PG&E CODE: 36 -0001 P/L EXCAVATE AN AREA 2 FT. BELOW i GRADE FOR GROUND ROD INSTALLATION. MAINTAIN 6 FT. ! SEPARATION FROM OTHER GROUND i ROD. GRD.ROD 36" A.T. &T. & 10' P.U.E. GRD.ROD N CABLE TV. a b ~ a 22.5 22. ~/ FRONT 4tj �. DEGREE DEGREE BEND ~ s BEND p' ��� P I CONDUIT SIZE AS SHOWN CURB PROPOSED 1.11 I SIDEWALK PROPOSED PLANTER STREET SERVICE CONDUITS -� --LONG SIDE SERVICES TO BE OFFSET 3' FROM P/L ACROSS STREET A' SEC. SPLICE BOX DETAIL FOR WATER SIDE OF STREET EXTEND SERVICE CONDUITS 5' BEYOND SPLICE BOX -------------------------------------------------------- GROUP CONDUITS �- TOGETHER. SEC.SPLICE BOX (SIZE AS SHOWN) 10 P.u.E. WATER MAIN PROPOSED. 9' R/W PROPOSED .aai�aw��iMsM■MEKI -A__ STREET p�z 3 -------------- !--- - - - - -- 4Q --- - - - - -- - - -- � vet i 0 a � I 2 ! I 0 I WATER MAIN 1' FROM BACK OF SIDEWALK 12' R/W 0 I � I I 5 S I D EWALK Q I W n I 4 0 C � z 0 ! w< U V) . I U• 0 W I � I 0 PLANTER w G�NEER � N� (� U t`7 Q W n I 4 0 C � z U O w< w V) 0 m V) _0 Ld w 0 0 N N I- 00 d- Q0 N z C/) �_- X f� O co U W D O CL 0 PRELIMINARY NOT FOR CONSTRUCTION Maximum Voltage Drop: �' 5 '�• c_4 .- Transformer Size (I0KVA etc.): > U CL t� O z w 20 KVA Cj) 0n O Item No. Item Total Number Watts Each Vn 1. F- OQW 100 2. � >. wC � F= 3. a� 4. v V N D V �e Total Current Draw: 0.00 Amps w Total Amperage Available: 166.67 Amps SERVICE OK *Total Amperage available must exceed 125% of Total draw. Q RUN VOLTAGE DROP CALCS. Unit 9 z Run Item No. (per chart above) No. Lights on run Length (FT) Current (Amps) Wire Size (AWG) Circular Mils: Voltage Drop (volts E -s133 1. 6 5 6.90 10 10380 0.07 sl33 -sipb 1. 5 67 5.75 10 10380 0.79. slpb -sl34 1. 3 176 3.45 10 10380 1.25 sl34 -sipb 1. 2 213 2.30 10 10380 1.01 slpb -sl35 1. 1 51 1.15 10 10380 0.12 s1pb -sl36 1. 1 332 1.15 10 10380 0.79 sipb -sipb 1. 2 200 2.30 10 10380 0.95 s1pb -sl 1. 1 60 1.15 10 10380 0,14 sipb -sl 1. 1 300 1.15 10 10380 0.71 TOTAL VOLTAGE DROP: 5.84 RUN VOLTAGE DROP CALCS. Unit 6 Run Item No. (Per chart above) No. Lights on run Length (FT) Current (Amps) Wire Size (AWG) Circular Mils: Voltage Drop (volts E -sl01 1. 5 93 5.75 6 26250 0.44 s101 -slpb 1. 4 76 4.60 8 165,10 0.45 slpb -sl02 1. 1 41 1.15 10 10380 0.10 s102 -slpb 1. 3 300 3.45 10 10300 2,13 slpb -sl03 1. 1 52 1.15 10 10380 0.12 slpb -slpb 1: 2 340 2,30 10 10380 1.61 IV SCALE: 1 " =50' DIG ALERT Go 11: TOLL FREE 1- 800=w221-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA whars belouk bae dl O') O K to ry � Q � O z 00 U ct� d- O z � � Q J W to W 00 _I W c0 O ch N ry W Q M 0 N CD z w w z CD z w C) r � z w V) 0 z Q PO t'7 N O \ 00 L CU 0 Z 0 ch �= m M o w 3 v v 0 1' SNEER �' '�• c_4 .- W ►'7� > U CL t� O z w Cj Cj) m GCS � z w -' Cj) 0n O �GoJ Vn w F- OQW � >. wC � F= a� v V N D V �e w Q z J W w L. C) N o d- W J Q 0 Q W co I W I N e� U. GCS � Cj) �GoJ cv m F- OQW � ac � F= a� v V N D �e W J Q 0 Q W co I W I N e� U.