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HomeMy WebLinkAbout1.8-7166 - UP 1] /I 1 BOOK 301 F I 177 Q)N 7 w 14'-' A WATER., MAlt4 14 �1:1 m 111FAIll w 14 b, A Im w w 44 V E N U F ycv, G EXISTING LIBRARY PARKING LOT Prl,\hrEl 0r MAP I 10A ' I � P.M, BOOK 3' �I c 5 71 4 g'52""w"' J .56 W7 f PROPOSED PARKING ;PANSION 41X)(P 44 SPACE GAIN P.47 AC � i L lIi MASONRY—f Lu I m WALL r CA 20' WIDE FLOWAGE & DRAINAGE EASEMENT i i � moo 10' WIDE FLOWAGE & DRAINAGE EASEMENT a � iii x i c � � i r � ko COMMUNITY GARDEN OR �% � ' � RESIDENT R.V. PARKING OR _j ; ; z OTHER USE TO BE DECIDE � � � � --' 1, �� LANDSCAPE LOT "M" 368.86 FG X- .367. �r FG X 0 DRAINAGE BASIN X qq OL V UME REQUIRED.- 3.08 ACYT. 3.70 AUT 0 cq LUME PROVIDED: D ELEV: 365-98 Z B TTOM OF SUMP.- 357.98 S RIING HGL ELEV: 361-98 < D PTH OF SUMP: 8 FT. X 0 <c 2:1 uj < D Fr, N n 5 ,8- ITEMS TO BE CONSTRUCTED 2e STOCKDALE HIGHWAY 7' 0 w exist < z EXISTING STREET LIGHT ED)USRNG [� PAD MOUNTED FUSED SWITCH __<c>_ z 0 CURS & GUTIER Q 0 CATV SAND FLL 1 1/2 r 5800 LUMEN STREET LIGHT CONDUT ol PAD MOUNTED TRANSFORMER 16 GAS R OjEC AVENUE T AV UE .: - .. . 9500 LUMEN STREET LIGHT SAND FU :` SITE z n SUBSURFACE TRANSFORMER ENCLOSURE Dan- Cm me COX CABLE TV SPLICE BOX 1 1/2- CA7V TELEPHONE X GUTER < CO6IDUIT WADING (SAND) 0 0 01 LL. 111 17 30" X 18" SECONDARY SPLICE BOX BRIGHT HOUSE TV SPLICE BOX PRIMARY SECONDARY cr_ 10 W w 0 0 3: IKT Q 24" X 36" X 18" SECONDARY SPLICE BOX TO BE LOCATED 3' TO THE R LOT LINE 36" X 60" X 42" PRIMARY SPLICE BOX LS2A SUT. CONNECTION POINT c. I ........... SUBSURFACE FUSED SWITCH IN A 3' X 5' BOX u__ EXISTING UTILITY TRENCH PLAN VI EW SIDE VIEW— WHITE LANE < 0 z W. STREET LIGHT PULL BOX (NO. 3 1/2) DISTRI.BUMN TRENCH AS NOTED w CATV TRENCH CUT—OUT TRAFFIC CONTROL SPLICE BOX (No. 5) SERVICE TRENCH AS NOTED nD EXISTING No. 3 1/2 PULL BOX PT 36" X 60" X 36" SBC SPLICE BOX PANAMA LANE ELECT-RIC METER PEDESTAL 48" X 78" X 48" S13C SPLICE BOX El 4'-6" X 8'-6" SPLICE BOX SCALE: 1 "=50 -02 2 EACH 2'* CONDUIT STUB-OUTS (SEE PG&E LAYOUT FOR DETAILS) 19' FUTURE *HOUSE METER LOCATION 0 BOLLARD LIGHTS @1 1 EACH 2" CONDUIT STUB-OUTS (SEE PG&E LAYOUT FOR DETAILS) "EC EXISTING CONDUIT NO SCALE < ii j o 0 0 CQ V 0 cn LL 0 nn OL 00 0 z T. 114-- w Q; r OLM M 1�CHUNE WL S E' SHEET 2 i � � FOR dNTINUATION �x 1 G IX X X 'Y x I � 0 i i I r C� i I ' i t � I I Fl no eft oft (7)961 0 f DESIGN CHANGE COMPONENT.- ANY CHANGES TO THIS DESIGN MUST BE APPROVED BY: SIGNED (PG &E GAS ADE). DATE SUBSTRUCTURE VERIFICATION STAMP DEVELOPER PLEASE NOTE AND SIGN ALL P.G.& E. ENCLOSURES AND BOXES HAVE BEEN SET 70 GRADE ACCORDING TO GRADE STAKES PROVIDED BY THE DEVELOPERS ENGINEER. ALL COSTS TO RELOCATE OR RE- ADJUST BOXES AT ,4 LATER DATE WILL BE BILLED TO THE DEVELOPER. PLEASE HAVE YOUR JOB SUP. VERIFY THE CORRECTED GRADE OF ALL ENCLOSURES AND BOXES AND SIGN AND DATE DRAWING. SIGNED DATE MMLML X930 "' + r owe 4ft I (13)56 if C 1 t) 46 1 r (27 2 1 • '`• �'� .679 10 679931 `- -.._- - - ..•,- W ;ill 0 nary 160 9 9 *67 - + W 102 # 44 # 145 � 161 �� � 159"-1 # 1 0 146 7 ) 94 If to ! ! f679942. 56 j � ,. _. � + Ar d- ----- --fi-h- ( 48 ).31 If J. �,. 067 100 4 • f C 27) 27 If ( 1 t) 46 If 3 163 - 162 �� i 9998 r 148 J 147 M I + 4 If (13 56 if 00 46 � i (27 9261 r f I '' 6799 7 t fi7993 9 3 + Vk 151 �, 167 *67 9 5 -98 r 150 E ; �- 1 � 52 ;� �6 165- + r ! ' { 7 } 94 If 3 �f (27 ) 27`r ' 11 46 If 79936 3 (,� 168 # # 1 #6799 37 67993 ��►�. 154 155 153 of 1t 4 { ) 2 If (11) 46 I r { 24 2 I 1 ....__ 1 --- '- � Jl4 � *67 91-94 � r L DRIVE � �f i 2 _. _ - _ �, 173 17 171 + C 3) 56 If (4 ) 73 If ( 9 ) 3t If ;��`��- C 7 } 94 If + 0 67 + 185 s 98s �t84 ._ � 79 174 � # # � . � + g \# r `{ 175 ,. (48) 32 If r N c �t4 32 If N pn 1t 2i if s � 15) 86 180 �, C 13 } s0 If C } r (24) 26 f r 9981 --8 j 3 *fi .. ......_.w.. low 6 9990 1 1 *67.89 -90 679988 r 178 913 679988 �. t i �- ' 177 7 181 r + + soft Im r LEGEND TRENCH.. DATA ITEMS TO BE CONSTRUCTED SEE dHE.ET 1 PAD MOUNTED FUSED SWITCH exist - EXISTING STREET LIGHT MA PAD MOUNTED TRANSFORMER - -- 5800 LUMEN STREET LIGHT c SUBSURFACE TRANSFORMER ENCLOSURE ��-- 9500 LUMEN STREET LIGHT Q 17" X 30" X 18" SECONDARY SPLICE BOX No. COX CABLE TV SPLICE BOX U LENGTH d BRIGHT HOUSE TV SPLICE BOX [11 24 "- X 36" X 18" SECONDARY SPLICE BOX 0 TO BE LOCATED 3' TO THE R/O LOT LINE n 36" X 60" X 42" PRIMARY SPLICE BOX LS2A ST.LT. CONNECTION POINT TR EN C.H . SUBSURFACE FUSED SWITCH IN A 3' X 5' BOX -' EXISTING UTILITY TRENCH STREET LIGHT PULL BOX (NO. 3 1/2) DISTRIBUTION TRENCH AS NOTED D TRAFFFIC CONTROL SPLICE BOX (No. 5) -- - - - - - - SERVICE TRENCH AS NOTED X EXISTING No. 3 1/2 PULL BOX PT 36" X 60" X 36" SBC SPLICE BOX TRENCHING AND SHADING BY CONTRACTOR. ELECTRIC METER PEDESTAL PT 48" X 78" " B X48 SBC SPLICE BOX Q 4' -6" X 8'--6" SPLICE BOX 106- 2. 18" 02 2 EACH 2" CONDUIT STUB -OUTS (SEE PG &E LAYOUT FOR DETAILS) T,G,W,D,SVC FUTURE HOUSE METER LOCATION 3. CABLE TV ITEMS. FURNISHED AND INSTALLED BY CABLE CO. 7. 12" BOLLARD LIGHTS Q1 1 EACH 2" CONDUIT STUB --OUTS (SEE PG &E LAYOUT FOR DETAILS) 3746 -EC EXISTING CONDUIT MMLML X930 "' + r owe 4ft I (13)56 if C 1 t) 46 1 r (27 2 1 • '`• �'� .679 10 679931 `- -.._- - - ..•,- W ;ill 0 nary 160 9 9 *67 - + W 102 # 44 # 145 � 161 �� � 159"-1 # 1 0 146 7 ) 94 If to ! ! f679942. 56 j � ,. _. � + Ar d- ----- --fi-h- ( 48 ).31 If J. �,. 067 100 4 • f C 27) 27 If ( 1 t) 46 If 3 163 - 162 �� i 9998 r 148 J 147 M I + 4 If (13 56 if 00 46 � i (27 9261 r f I '' 6799 7 t fi7993 9 3 + Vk 151 �, 167 *67 9 5 -98 r 150 E ; �- 1 � 52 ;� �6 165- + r ! ' { 7 } 94 If 3 �f (27 ) 27`r ' 11 46 If 79936 3 (,� 168 # # 1 #6799 37 67993 ��►�. 154 155 153 of 1t 4 { ) 2 If (11) 46 I r { 24 2 I 1 ....__ 1 --- '- � Jl4 � *67 91-94 � r L DRIVE � �f i 2 _. _ - _ �, 173 17 171 + C 3) 56 If (4 ) 73 If ( 9 ) 3t If ;��`��- C 7 } 94 If + 0 67 + 185 s 98s �t84 ._ � 79 174 � # # � . � + g \# r `{ 175 ,. (48) 32 If r N c �t4 32 If N pn 1t 2i if s � 15) 86 180 �, C 13 } s0 If C } r (24) 26 f r 9981 --8 j 3 *fi .. ......_.w.. low 6 9990 1 1 *67.89 -90 679988 r 178 913 679988 �. t i �- ' 177 7 181 r + + soft Im f + r a TRENCH.. DATA MAT HLINE SEE dHE.ET 1 Z C TRENCH DATA o � ri0 TRENCH NOTES: TRENCH TRENCH CODP CA c TRENCH TRENCH Z 1. PG&E CONDUITS AND STUBOUTS TO BE FURNISHED AND No. S ZE U LENGTH LL NO. SIZE 0 INSTALLED BY CONTRACTOR WITH PULLROPE. SAND TRENCHING AND SHADING. PG &E TO FURNISH & INSTALL BOXES SERVICE TRENCH DISTRIBUTION TR EN C.H . 2. PG&E GAS ITEMS FURNISHED AND INSTALLED BY GAS CO. . .. 1. 18" X 60" P2,S, T, G, W, D 468 TRENCHING AND SHADING BY CONTRACTOR. 2. 18" X 60" T,G,.W,D,SVC 106- 2. 18" X 60" T,G,W,D,SVC 165 3. CABLE TV ITEMS. FURNISHED AND INSTALLED BY CABLE CO. 7. 12" X 32" D 3746 3. 18" X 60" P2 , T, G, W 484 - TRENCHING AND SHADING BY CONTRACTOR. 11. 18" X 6 0" S, T, G, W, D 1067 a° v 4.. 18" X 60 P 2, T, G, W, D 190 12. 18" X 60" T,G,W,SVC,SVC 753 5. 18" X 60" P2,S,S,T,G,W,D 107 4. TELEPHONE ITEMS TO BE FURNISHED AND INSTALLED BY AT&T 13. 18" X 60" S, T, G, W 522 >, TRENCHING AND SHADING BY CONTRACTOR. 14. 19. „ 18 X „ 60 T, G,1W,SVC 1378 6. 8. 18 18 X X 6 0 0 60 P 2, S, T, G, W, D, S VC P2,S,T,G,W,SVC,SVC 4C) 57 5. DEVELOPER CONDUIT TO -BE FURNISHED AND INSTALLED 24. 12" 18" X X 32" 60" D,D S,T,G,W,D,SVC 104 183. 9. 18" X 6 0" P 2, S, T, G, W 1116 WITH WIRE BY CONTRACTOR. 27. 18" X 60" S,T,G,W,D,SVC,SVC 423 10. 18 X „ 6019- P2,S,S,T,G,W,L,SVC 6- 6. IRRIGATION CONDUIT TO .B -E-= FURNISHED- AND -INSTALLED 48. „ 18 X 60"' T, G, W, D, D, S -VC 461 11. 18 X ,, 60 S,T,G,W,D 161 BY CONTRACTOR 53. 18" X 60" TG, WD, SVC, SVC 28 12. „ 18 X „ 60 T,G,W,SVC,SVC 89 7. TRAFFIC SIGNAL CONDUIT & BOXES TO BE FURNISHED AND- 54. 54. 18" X 601' T, G, W, S VC, S VC, S VC 11 13. 18 X 60 1; S,T,G,W 524 INSTALLED BY CONTRACTOR WITH PULL ROPES. 55. 18" X 60" T,G,W,O,D,SVC,SVC 461 14. 1 8p%r X 60" T,G ,.W,SVC 46 56. 12" X 32" 6 "IRR, 4 "IRR 270 15. 18" X 60" S,T,G,W,SVC 108 WHERE 8. HERE PG&E AND TELEPHONE AND OTHER BOXES OCCUR NEAR SAME LOCATION, CONTRACTOR SHALL ARRANGE BOXES 57. 12" X 32" 6"IRR,T,0 90 16. 18" X 60" P2,S,T,G,W,SVC 152 AND TRENCH TO ALLOW CONDUIT TO TRANSITION TO PULL 58. 12" X 32" 0, 0, 0, T, M 48 17. 18" X 60" P2,S,S,T,G,W 29 BOXES. 59. 12" X 32" 4,O,T,M 10 18. 18 X 60 P2,T,G,W,SVC,SVC 38 TRENCH DATA LE G E N 60. 12" X 32" 0,M 12 20. 18" X 60" P2,P2,T,G,W,D 33 „ P2 = PG&E PRIMARY 2 CONDUIT 61. 12" X 32" O,O,M 39 21. 18 X 60" P2,P2,S,T,G,W,D 120 P4 ' PG &E PRIMARY 4" CONDUIT 22. 18" X 60" P2,T,G,W,SVC 8 S = PG &E SECONDARY 3" CONDUIT 23. 18" X 60" S,S,T,G,W,D 28 SVC = ELECTRICAL SERVICE 3" CONDUIT 24. „ 18 X 60 S, T, G , 10o G = PG&E GAS T =SBC TELEPHONE TOTAL LENGTH 9712 25. 18" X60" P4,S,T,G,W,D 97 W - BRIGHT HOUSE NETWORKS 26. 18" X 60" P4,T,G,W,D,SVC 33 D - STREET LIGHT 1 1/2"' CONDUIT WITH 2 EA. #8 WIRE 28. 18" X 60" T,G,W 407 @2 = 2 EACH 3" CONDUIT STUB -OUTS 01 - = � 1 EACH 3" CONDUIT STUB -OUTS . 29. 18" X 60" P2,P2,P2 77 30. 18" X 60" P2,P2,P2,T,G,W 55 IRR = IRRIGATION SLEEVE (SCHED. 40) SIZE AS NOTED 31. 18" X 60" P P P 2, 2, 2, TGW, D - 0 = GATE OPERATER 3/4" CONDUIT , , WITH 3 EA. 12 WIRE S 32. 18 X 60 P 4, P2, T, G, W, D 44 - - M - LANDSCAPE LIGHTING 3/4 „ CONDUIT 33. 18" X 60" P4,P2,T,GX D,SVC 70 WITH 3 EA. #12 WIRES 34. 18" X 60" P4,P2,P2,T,G,W,D,SVC 52 35. 18" X 60"" P 4, P 2, P 2, S, T, G, W, S VC, S VC 7 36. 18" X 60" P 4, P 2, P 2, S , T, G, W 42 37. 18" X 60" P4,S,T,G,W 398 38. 18" X 60" P4,S,T,G,W,SVC,SVC 92 39. 18" X 60" P4, S, T, G, W, D, SVC, SVC 7 40. 18" X 60" P4,T,GrW 421 41. 18" X 60-11 P 4, T, G, W, S VC 89 42. 18" X 6 0" P 4, T, G, W, S VC, s Vc 16 43. 18" X 60 is P 4, T, G, W, D 113 44. 18" X,60 P 4, S, S, T, G, W 35 45. 18" X 60" P 4, S, S, T, G, W, D 73 46. 18" X 60" P4,S,T,G,W,D,SVC 56 47. 18" X 60" To G, W, D 155 49. 18" X 60 it VC, S VC 6 50. 18" X 6011 P 4, S, S, T, G, W, D, S VC 7 51. 18" X 6 O" P 2, P 2, S, S, T, G, W .9 52. 18" X 60" S, S, T, G, W, Svc 16 62. 18" X 60" T, G, W, D, 0, 0, M 5 TOTAL LENGTH 6451 f + r a MAT HLINE SEE dHE.ET 1 Z C NTINUATI-ON-. o � ri0 � CODP CA c i �� Z 000 LL 0 f + r a � o ! Z 00 + � I o � ri0 0 n %, + + 0 1l SCALE: 1 " =50' I (,-- P-L -e-) ], Lo L 0 0 0 LLI w z W W V) m i Z LL 0 0. C w Q3 � a 00 GO a° v 0 4a Q 0 1 CJ LL 0. C C0. Q3 � a 00 GO a° v 0 4a Q N I (A um 0 CONSTRUCTION NOTES: 1. TRENCH EXCAVATIO THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN --CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S -39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR .CONSTRUCTION. UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S -39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 2. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY' SUSPEND ALL WORK*.' COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT TO THE' ENGINEER A DETAILED PLAN, DRAWING -THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE. PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 3. TRENCH BACKFILL ALL WORK SHALL CONFORM TO THE APPLICABLE -SECTIONS 'OF THE STANDARD SPECIFICATIONS, DATED JULY, 2002. BEDDING CLASS SHALL BE AS SPECIFIED. IN THE PIPE OPTIONS. UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD S -39, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90 BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED. 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. UP TO THIRTY INCHES (301p)- FROM FINISHED GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE- (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. INITIAL BACKFILL. "'BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321 -8 SHALL BE USED 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 MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA- HAMMER WILL NOT BE PERMITTED. SUBSEQUENT ,3AQKF LL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND /OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND /OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND /OR ROLLING BEFORE. SUCCEEDING LAYERS ARE PLACED. 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 STREETS, THE BACKFILL WITHIN TWO AND ONE -HALF (2 -1/2) FEET OF FINISHED. PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90 COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING. THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. %) RELATIVE IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET, WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON- STREET AREAS. BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6--311 "TESTING ", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD SW-39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90 RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 2319 OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET TH SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE- EXCAVATED AND RE- -COMP &ED. 4. CONDUIT AND PULL BOXES CONDUIT SHALL CONFORM TO THE PROVISIONS IN SECTION 86- -2.05, "CONDUIT ", OF THE STANDARD SPECFICATIONS. AND THESE CONSTRUCTION NOTES. PUL BOXES SHALL CONFORM TO THE PROVISIONS OF SECTION 86 -2.06, "PULL BOXES ", OF THE STANDARD SPECIFICATIONS AND THESE CONSTRUCTION NOTES. A PULL ROPE CONFORMING TO SECTION 86-- 2.05C, "INSTALLATION ", OF THE STANDARD SPECIFICATIONS SHALL BE INCLUDED IN ALL INTERCONNECT- CONDUIT FOR INSTALLATION OF FUTURE CONDUCTORS. CONDUIT SEALING PLUQS. EXCEPT AS OTHERWISE NOTED, ALL EMPTY CONDUITS SHALL HAVE THEIR ENDS SEALED WITH COMMERCIAL PREFORMED PLUGS WHICH PREVENT THE PASSAGE OF GAS, DUST AND WATER INTO THESE CONDUITS. SEALING `PLUGS SHALL BE INSTALLED WITHIN EACH SPLICE VULT OR PULL BOX. SEALING PLUGS SHALL BE REMOVABLE AND REUSABLE. SEALING PLUGS USED TO SEAL CONDUIT SHALL BE CAPABLE OF WITHSTANDING A PRESSURE OF 5 psi. A SEALING PLUG THAT SEALS AN EMPTY CONDUIT SHALL HAVE AN EYE OR OTHER TYPE OF CAPTURING DEVICE (ON THE SIDE OF THE PLUG THAT ENTERS THE CONDUIT) TO ATTACH ONTO THE PULL ROPE, SO THE PULL ROPE WILL BE EASILY ACCESSIBLE WHEN THE PLUG IS REMOVED. CONDUIT INSTALLATION. CONDUITS MAY BE INSTALLED BY EITHER JACKING /DRILLING OR OPEN TRENCH METHODS. INSTALLATION USING JACKING OR DRILLING SHALL CONFORM TO SECTION 86-- 2.05C, "INSTALLATION ", OF THE STANDARD SPECIFICATIONS. OPEN TRENCH INSTALLATION IN PAVEMENT SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: 1. CONDUIT SHALL BE RIGID NON- METALLIC TYPE. CONDUIT SHALL BE PLACED UNDER EXISTING PAVEMENT IN A TRENCH NOT TO EXCEED 12 INCHES IN WIDTH. TRENCH SHALL BE CUT USING A ROCK SAW OR BACKHOE AND ALL LOOSE UNCOMPACTED MATERIAL SHALL BE REMOVED FROM THE BOTTOM OF THE TRENCH PRIOR TO PLACEMENT OF CONDUIT. THE TRENCH SHALL HAVE A MINIMUM DEPTH OF 24.INCHES BELOW FINISHED GRADE. 2. THE CONDUIT SHALL BE PLACED IN THE BOTTOM OF THE TRENCH AND THE TRENCH SHALL BE BACKFILLED WITH A TWO (2) SACK SLURRY CEMENT BACKFILL. SLURRY CEMENT BACKFILL SHALL BE PLACED TO WITHIN 0.20 FEET BELOW THE PAVEMENT SURFACE. THE TOP 0.20 FEET SHALL BE BACKFILLED WITH ASPHALT CONCRETE PRODUCED FROM COMMERCIAL QUALITY PAVING ASPHALT AND AGGREGATES. 3. PRIOR TO SPREADING ASPHALT CONCRETE, PAINT BINDER SHALL BE APPLIED AS SPECIFIED IN SECTION 39 -4.02, "PRIME COAT AND PAINT BINDER", OF THE STANDARD SPECIFICATIONS. SPREADING AND COMPACTING OF ASPHALT CONCRETE SHALL BE PERFORMED BY ANY METHOD WHICH WILL PRODUCE AN ASPHALT CONCRETE SURFACE 4. ALL EXCAVATED AREAS IN THE PAVEMENT SHALL BE BACKFILLED EXCEPT FOR THE TOP 0.20 FOOT, BY THE END OF THE WORKING DAY. THE TOP 0.20 FOOT SHALL BE PLACED WITHIN THREE (3) WORKING DAYS AFTER TRENCHING. TEMPORARY ROADMIX OR OTHER ACCEPTABLE TEMPORARY SURFACE WILL BE ALLOWED ON THE TOP 0.20 FOOT UNTIL SUCH TIME AS THE PERMANENT ASPHALT SURFACE IS PLACED. PERMANENT ASPHALT SURFACE SHALL BE PLACED WITHIN FIFTEEN' (15) WORKING DAYS OF TRENCH 5. TRENCHES - PERPENDICULAR TO TRAFFIC THAT ARE- GREATER THAN.' SIX (&) INCHES IN WIDTH SHALL BE PLATED UNTIL PERMANENT ASPHALT IS PLACED IN TOP 01.20 FOOT. TRENCHES PARALLEL TO TRAFFIC THAT ARE GREATER THAN SIX (6) INCHES IN WIDTH SHALL BE PLATED UNTIL TEMPORARY SURFACE IS PLACED IN TOP --0.20 FOOT. - 6. NO TRENCH SHALL BE OPENED IN ANY STREET FOR THE PURPOSE OF LAYING PIPES OR CONDUITS MORE THAN SIX HUNDRED (600) FEET IN ADVANCE 'OF THE.. PIPE. OR DEPENDENT UPON ADVERSE SOILM. CONDITIONS OR OTHER "CIRCUMSTANCES ENCOUNTERED AT THE TIME OF CONSTRUCTION, THE ENGINEER MAY SPECIFY WHICH OF THE ABOVE METHODS MAY BE USED. ALL CONDUITS SHALL HAVE PULL ROPE INSTALLED. PULL BOXES. PULL BOXES SHALL CONFORM TO THE PROVISIONS IN SECTION 86-2.06, "PULL BOXES", OF THE STANDARD SPECIFICATIONS AND THESE CONSTRUCTION NOTES. ALL PULL BOX ASSEMBLIES USED IN TRAFIC SIGNAL OR TRAFFIC SIGNAL INTERCONNECT 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 INSTALLATION OF CONDUIT. SHOULD AN APPROVED ALTERNATE MULTI --DUCT CONDUIT ASSEMBLY BE CHOSEN NY THE CONTRACTOR, THE KNOCKOUT FOR FOUR (4) INCH MULTI -DUCT CONDUIT AT EACH END MAY BE SUBSTITUTED BY A LARGER SIZE TO ACCOMMODATE THIS RECESSES FOR SUPPENSION OF BALLASTS WILL NOT BE REQUIRED. PULL BOXES FOR THREE (3) INCH TRAFFIC SIGNAL CONDUIT AND TWO (2) INCH INTERCONNECT THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS, MATERIALS, AND EQUIPMENT NECESSARY FOR STREET LIGHT INSTALLATION PER THE STANDARD SPECIFICATIONS, THE CONTRACT PLANS, AND THESE CONSTUCTION NOTES. ALL WORK NECESSARY TO PROVIDE STREET LIGHTS COMPLETE AND READY FOR USE SHALL BE PERFORMED AND FULL COMPENSATION SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICES PAID FOR THE VARIOUS ITEMS OF WORK. ATTENTION IS DIRECTED TO SECTION 86, "SIGNALS AND LIGHTING" AND SECTION 7.1.11, "PRESERVATION OF PROPERTY ", OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH AND -INSTALL STREET LIGHT ASSEMBLIES PER CONTRACT PLANS, COMPLETE WITH STTREET LIGHT, LUMINAIRE, BALLAST, IGNITOR, PHOTOCELL AND LAMP. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL 1-1/2" DIAMETER RGID NON- METALLIC CONDUIT, IN -LINE FUSES, FUSE HOLDERS, WIRE, GROUND ROD AND CLAMPS AND ALL OTHER APPURTENANCES THAT GO WITH SUCH TO MAKE STREET LIGHTS OPERABLE. THE IN -LINE FUSES, FUSE HOLDERS, GROUND RODS AND CLAMPS REQUIRED FOR THE STREET THE CONTRACTOR SHALL FURNISH AND INSTALL NO. 3-1/2 CONCRETE PULL BOXES AT STREET LIGHT LOCATIONS AS INDICATED ON CITY OF BAKERSFIELD DETAIL SL -1 AND AS SHOWN ON THE CONTRACT PLANS. ANY DEVIATION FROM SAID LOCATION WILL NOT BE ALLOWED WITHOUT THE CONTRACTOR SHALL COORDINATE INSTALLATION OF CONCRETE APRONS AROUND STREET LIGHT SPLICE BOXES WITH SIDEWALK CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING STREET LIGHT FOR CITY OF BAKERSFIELD AND ENGINEER'S ACCEPTANCE. A GENERATOR AND PHOTOCELL BLACKOUT WILL BE REQUIRED FOR THIS. PROCEDURE. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL CONTACT, INSPECTION AND APPROVAL. WITH THOSE UTILITIES AND /OR PRIVATE COMPANIES WHICH WILL BE AFFECTED BY STREET LIGHTS SHALL NOT BE PLACED CLOSER THAN FIVE (5) FEET TO A FIRE HYDRANT. THE CONTRACTOR SHALL UNCOVER AND LOCATE ALL UNDERGROUND AND CONCEALED FACILITIES IN ADVANCE OF ACTUAL EXCAVATION OPERATIONS, IN ORDER TO DETECT ANY CONFLICTS AND AVOID REEXCAVATION FOR CHANGE OF GRADE AND ALIGNAMENT. THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS, MATERIALS, AND EQUIPMENT NECESSARY FOR UTILITY TRANCHING, SUBSTRUCTURE AND BOX INSTALLATION PER THE STANDARD SPECIFICATIONS, THE CONTRACT PLANS, AND THESE CONSTUCTION NOTES. ALL WORK NECESSARY TO TRENCH, EXCAVATE, BORE, BACKFILL, COMPACT AND PAVE FOR THE JOINT UNDERGROUND FACILITIES INCLUDING VAULTS, BOXES, ETC. SHALL BE PERFORMED AND FULL COMPENSATION SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICES PAID FOR THE VARIOUS ITEMS OF WORK. ATTENTION IS DIRECTED TO SECTION 86, "SIGNALS AND IIGHTING", AND SECTION 7.1.11, "PRESERVATION OF PROPERTY "> OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE A FORMAN, LABORER AND BACKHOE FROM START TO COMPLETION OF JOB. UTILITIES WILL BE READY TO OOCUPY TRENCHES WITHIN SAID PROJECT SEVEN (7) CALENDAR DAYS AFTER CONSTRUCTION START DATE. THE CONTRACTOR SHALL HAVE UNDERGROUND EXCAVATIONS OPEN AND READY FOR THE INSTALLATION OF GAS AND /OR- ELECTRIC FACILITIES - BEFORE P.G.&E. BEGINS ITS FIELD WORK. AFTER P.G. &E. COMMENCES ITS WORK, THE CONTRACTOR SHALL CONTINUE TO EXCAVATE WITH SUFFICIENT LABOR AND EQUIPMENT TO ALLOW P.G. &E, AND OTHER JOINT TRRENCH OCCUPANTS TO COMPLETE THE INSTALLATION OF THEIR RESPECTIVE FACILITIES WITHOUT INTERRUPTION. FOLLOWING THE INSTALLATION OF FACILITIES OF ALL THE TRENCH OCCUPANTS AND UPON NOTIFICATION BY P.G. &E.'S INSPECTOR OR CREW FORMAN, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE BACKFILLING (OR SHADI•NGOF) TRENCHES AS DIRECTED. THE CONTRACTOR SHALL FURNISH AND INSTALL P.G. &E. CONDUITS , PADS AND BOXES AS SHOWN NO BACKFILLING SHALL BE PERFORMED UNTIL ALL FACILITIES ARE PLACED THEREIN (OR ON A PARTICULAR LEVEL) AND INSPECTED BY THE PERSPECTIVE TRENCH OCCUPANT TO ENSURE PROPER SEPARATION AND /OR REQUIRED COVER ACHIEVED. IF ANY BACK.FILUNG IS PERFORMED BY THE 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 THE PADDING AND BACKFILL MATERIAL FOR JOINT TRENCH OR SUBSTRUCTURE EXCAVATION IS TO BE SUPPLIED BY THE CONTRACTOR AND SHALL BE SAND, FINE EARTH, OR IF ALLOWED. BY THE. P.G.&E. INSPECTOR AND AGENCIES HAVING JURISDICTION, EXCAVATED SOIL FREE OF ROCKS. BACKFILL 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 FOR THAT PORTION OF THE TRENCH MORE THAN SIX (6) INCHES ABOVE THE UPPERMOST UTILITY FACILITY MAY BE OF NATIVE SPOIL, CRUSHER RUN, CRUSHED ROCK, GRAVEL, SAND OR A MIXTURE OF THESE PROVIDING SUCH MATERIAL MEETS WITH THE APPROVAL OF THE ENGINEER. THE CONTRACTOR SHALL BACKFILL BEHIND CURB AND SLOPE 1/4`0 PER FOOT TO THE RIGHT -OF- WAY. FINISH GRADE SHALL BE MORE MORE THAN THREE (3) INCHES BELOW TOP OF CURB. ALL TRENCHING SHALL BE PERFORMED IN ACCORDANCE WITH P.G. &E., SO. CAL. GAS, PAC - -BELL, AND BRIGHT HOUSE CABLESPECIFICATIONS, OR AS DIRECTED - BY SAID UTILITIES. EXCAVATION SHALL BE MADE PROVIDE THE ULTIMATE MINIMUM COVER SPECIFIED REGARDLESS OF FIELD CONDITIONS. ATTENTION IS DIRECTED TO "SPECIFICATION FOR TRENCHING BY 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 P.G.&E. AND /OR OTHER UTILITIES FOR PLACEMENT OF ITS FACILITIES. THIS INCLUDES THE EXCAVATION FOR SUB - STRUCTURES AND SUPPLY OF COARSE ROCK (GRAVEL) FOR PLACEMENT OF SUBSTRUCTURES AS DURING THE PERFORMANCE OF WORK THE CONTRACTOR IS RESPONSIBILE TO MAINTAIN THE EXCAVATED TRENCH IN SATISFACTORY CONDITION AND MAINTAIN TIME FACILITIES IN THEIR APPROPRIATE THE BOTTOM OF THE TRENCH SHALL BE CLEARED OF ROCKS OR OTHER HARD SUBSTANCES OR A SAND 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 PADDING (GRAVEL) FOR SUBSTRUCTURES SHALL BE SUPPLIED BY 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 DRWING 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 THEREFORE. 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 OT THE TRENCH UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBILE FOR COORDINATING AA CONTACT, INSPECTION, AND APPROVAL WITH THOSE UTILITIES AND /OR PRIVATE COMPANIES WHICH MAY BE AFFECTED BY HIS 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 WELL- BE ALLOWED. ANY QUESTIONS REGARDING MATERIALS OR UTILITY CODES SHALL BE DIRECTED TO THE UTILITY COMPANIES DIRECTLY. -CONTACT PEOPLE: ARE:. E. -- JERRY MOORE - (661) 398 -5938 P,A,Q -10Q ,T„ELEPHONE. -- BRIAN FRANTZ - (661) 63t# 3440 BRIGHT HOUSE NEIWORKS -- MARK BAIZE - (661) 327 -9949 CALIFORNIA MATER SERVICE_ :CQ. - BRIAN SANFORD - (661) 201 -5296 SOUTHERN CALIFORNIA GAS -- MIKE BOWLING - (661) 393 -0858 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. AROUIND JUNCTION BOXES, SPLICE BOXES, SWITCH ENCLOSURES AND PAD MOUNTS. 8. LANDSCAPE ITEMS THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT AND PERFORM ALL OPERATIONS REQUIRED TO FURNISH AND INSTALL COMPLETE, ALL IRRIGATION SLEEVES- AND ELECTRIC METER PEDESTALS SHOWN ON THE CONTRACT PLANS, ALL IN ACCORDANCE WITH THE CITY REQUIREMENTS, PG &E REQUIREMENTS, THE STANDARD SPECIFICATIONS AND THESE CONSTRUCTION NOTES. THE CONTRACTOR SHALL FURNISH AND INSTALL 3/8" PULL ROPE IN ALL CONDUIT, WHICH SHALL BE INCIDENTAL TO AND CONSIDERED A PART OF THE WORK FOR INSTALLING CONDUIT AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 9. PERMITS. ANY PERMITS REQUIRED ARE THE RESPONSIBILITY OF THE DEVELOPER. NOTES_ A. 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. PG&E BOX SIZE 13OX AND VAULT INSIDE DIMENSIONS FINISHED GRADE IN PARKWAY ITO TOP OF ROCK 11- 13"X - 24 "X 18" DEEP 1.8" #2 17 "X 30 "X 18" DEEP 18" #3 24 "X 36'"X 18" DEEP 18m 6' 30 "X 4$ "X 1$ ". DEEP t8" #5 S -0'"X 5' -0" SPLICE BOX 55" T.E. 3' -0 "X 5' -0" 'TRANS. ENCL. 67 #7 V -6"X 8' -6" SPLICE BOX 84" MINIMUM COVER AND CLEARANCES MIN. SEPARATION FROM j -F--- -LONG SECONDARY TO G T C S P MIN. COVER G GAS 6' 6" 12" 12" 30 T TELEPHONE 6" - 1" 1" 12" 30" C CABLE TV 6" lit - t" 6" 30" . S ELECT. SECONDARY 12" 12" 12" -- 6" 24" 30" IN STREET P ELECT. PRIMARY 12" 12" 12" 12" - 24" 30" IN STREET VALUES SHOWN ARE TYPICAL, BUT SHOULD BE VERIFIED WITH LOCAL TOR C ENGINEER. w �I �,_ OF TRENCH 'IS...0.5" STREET -SIDE -OF PROPERTY LINE, EXCEPT Ok TRENCH IN 6.5' LOT SIDE OT PROPERTY LINE ON WATER LINE SIDE OF STREET. TYPICAL DI ST'tRIBUTION TRENCH N.T.S. FINISH GRADE ..... 24 WIDE ; (COMMON.) � t N4 L z G T C C TTY See 6» s � G 5" STREET LICH 6" P P D S 7'� S 1) 2" SAND SHADING AROUND GAS & ELECTRIC IF SOIL IS NOT ROCK FREE 2) ONLY PARTIES PARTICIPATING IN U.S.A. ARE ALLOW IN JOINT TRENCH 3) ANY PARTY EXCEEDING ITS TRENCH ALLOTMENT 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 FACILITIES, EXCEPTION: WITH MUTUAL AGREEMENT WHEN 4" DIAMETER OR SMALLER GAS PIPE IS INSTALLED, THE SEPARATION MAY BE REDUCED TO NOT LESS THAN 6 ". PLAN VIEWS TYPICAL SERVICE TRENCH N T CZ N-- --POSSIBLE. 2 ": SHADING 1) 2" SAND SHADING AROUND GAS & ELECTRIC IF SOIL IS NOT ROCK FREE 2) SEE OTHER DETAIL IF MUNICIPAL STREETLIGHT IS IN TRENC14 3) ONLY PARTIES PARTICIPATING IN U.S.A. ARE ALLOW IN THIS TRENCH ' 6 GAS REQUIRES 12" SEPARATION FROM- TELEPHONE OR TV TYPICAL TRANSFORMER DETAIL. Tl NON -WATER SIDE OF STREET P/L i EXCAVATE AN AREA 2 FT. BELOW GRADE FOR GROUND ROD i INSTAIJ AMONl. MAINTAIN 8 FT. SEPARA7101N FROM OTHER GROUhID i ROD. i CAME W o FACIUMIM o0 MOAL. OR 4/0AL -YRX - �---IN 1 -%' SEC. CONDUIT PIL I in d- i PROPOSED CURB dc GUTTER. i STREET j -- ---- -G S'ECQND�IRY TYPICAL TRA4S.Fvw(4RMER. DETAIL FOR WATER SIDE OF STREET. I'�IE;GREI p/ 22.E L OIEt�EE I BENID _►�I.�.h�. Syr +.h�.h�N.r...►s.i/I�I/..r.11 _....h�._h.. -...� � h.+...r i1�.. .�.- EXCAVA7E AN AREA 2 FT. BELOW ! /r 350A1, OR 4 /OAL 1PX GRADE FOR GROUND ROD � I / 4- F-- -�I 1--30 SEC. CONDUIT INSTALLJAVOK MAINTAIN 6 FT. _ r Ld SEPARATION FROM OTHER GROUND! ROD. \, r s � n SBC J!c CARD TV o FACIUTIE7; GRD.ROD .� . 1 PIL -- y -- --I- I in � j -F--- -LONG SECONDARY TO LONG SIDE vicES m BE ;r PA 2 P/L ACR D PROPOSED SI I EWALK OSED SIDEWALK I a PROPOSED S11 EWALK 117S I d- 1 -w -SECOND CONDUITS i PROPOSED CURB dc GUTTER. i STREET j -- ---- -G S'ECQND�IRY TYPICAL TRA4S.Fvw(4RMER. DETAIL FOR WATER SIDE OF STREET. I'�IE;GREI p/ 22.E L OIEt�EE I BENID _►�I.�.h�. Syr +.h�.h�N.r...►s.i/I�I/..r.11 _....h�._h.. -...� � h.+...r i1�.. .�.- EXCAVA7E AN AREA 2 FT. BELOW ! /r 350A1, OR 4 /OAL 1PX GRADE FOR GROUND ROD � I / 4- F-- -�I 1--30 SEC. CONDUIT INSTALLJAVOK MAINTAIN 6 FT. _ r Ld SEPARATION FROM OTHER GROUND! ROD. \, r s � n SBC J!c CARD TV o FACIUTIE7; GRD.ROD .� . 1 PIL -- y -- --I- I in � PROPOSED CURB. & GUTTER. ` 1 ' STREET w a O RY SPLICE BOX DETAIL. - r-­� C-"- I F�\ I- /--"\ r- C' -F F­) I- F- --F ME Lq o. 0 0 I P'L a 3 a 4 3" SERVICE CONDUITS a I i i qwm I SERM E CON WT"S - ----�I $ BEYOND PROPERTY LINE. = f C•SPLICE BOX ZE AS SHOWN) SBC GROUP CONOUtTS FATIES. T+OGE7HER. r SEC. CONDUIT 3' SEC. CONDUIT w TO LONG SIDE vicES m I 3w � PA c� P/L ACRO'.S�S` PROPOSED SI I EWALK OSED SIDEWALK t ------ SEf�t!3. C©NDUITS jam-- SERVICE COND 1 117S PROPOSED CURB. & GUTTER. ` 1 ' STREET w a O RY SPLICE BOX DETAIL. - r-­� C-"- I F�\ I- /--"\ r- C' -F F­) I- F- --F ME Lq o. 0 0 I P'L a 3 a 4 3" SERVICE CONDUITS a I i i qwm I SERM E CON WT"S - ----�I $ BEYOND PROPERTY LINE. = f C•SPLICE BOX ZE AS SHOWN) SBC GROUP CONOUtTS FATIES. T+OGE7HER. r SEC. CONDUIT 3' SEC. CONDUIT w PROPOSED CURB & GUTTER STREET TYP. SECONDARY SPLICE BOX DETAIL. FOR WATER SIDE OF STREET. Lo AI PROPOSED CURB & GUTTER., STREET a LONG SIDE vicES m co i BE OFFSET 3' ACROSS P/L � PR OSED SIDEWALK jam-- SERVICE COND 1 117S PROPOSED CURB & GUTTER STREET TYP. SECONDARY SPLICE BOX DETAIL. FOR WATER SIDE OF STREET. Lo AI PROPOSED CURB & GUTTER., STREET a