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HomeMy WebLinkAboutT-319504a 4 s� a Q KITS - S.E.C. OR EQUAL t jj TYPICAL DESIGN "B„ p JUNCTION BOX 1/4" MINIMUM SPLICE KIT SPLICE KITS GROUND LUG DRAIN HOLE -=..I 0 :z LEAR K S ON ALLYTHRUCE 2" MIN. GROUT W F- WIRE RUNS UNDER POLE VrOF OUNDATION TO TE C� Q 4" T BASE Z CONCRETE E LEVEL WITH PAD OP OF SIDEWALK 5 R C URB. ►. ZD 1II� Fill =111= DIAMETER -- 7/8 -j #8 BARE =1111= I 111 11111111101 om COPPER �1= 1II =1= T11 ,� rr GROUND VYIRE 1 ITEM P OX d- �t EPDXY FILL Lid Support LIGHTING & JUNCTION BOX Box Outside length 22 M22w 33Box Reinforcement Outside Width 17 All dimensions are minimum. Exact configurations vary among different manufacturers. The noted lid thickeners overall minimums. The Diamond Pattern for Type 1 Type 2 22 1/2" • Box Inside Length 18 19 28 ��■= . or r 17 IM Lid Length 1810 18 26 1 2 50. C.H. 2P 100 AMP MAIN (BAB2100) Boxes shall be 28% minimum of overall thickness. 7 13 17 Box Depth 12 12 a INLINE SPLICE Lid support members shall be welded to the frame. ID ID o i o ° 5 16 5 16 5/16 Wall Thickness Min. 4000PSI concrete is allowed if box reinforcement consists of 6 X 6 - W3 X W3 welded fabric to the frame. 4 '00V ' a p p v 1 1 2 N Mlire Reinforcement W-3 wire welded N 0v o o 4 ° v ►v 53. C.H. 1P 20 AMP BREAKER (BAB1020) Le end I See Detail See Detail When noted in the contract. Type 2 and Type 3 Boxes shall be provided with 12" deep -A°4 ° vo o 4 i d 54. C.H. 1'P 15 AMP BREAKER (BAB1015) EPDXY FILL extension boxes. o z When noted in the contract. Type 2 Boxes shall be provided with a 10 X 27 1/2* 10 " o PLAN VIEW 0 vp 0 F 3 WAPh 1, wn, I gage divider plate complete with fasteners. eo d 5 56. HUBBELL SWITCH (CS1201-1) FUSE KITS '• . Non - concrete Boxes may be submitted for approval. Evaluation will include on H -20 Load Test. ► o o o ti p o 0 0 0 • A D 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I) QUICK DISCONNECT ► by o v ov ► O �J 10 AMP IN LINE FUSE TO LUMINAIRE WYE SPLICE JUNCTION BOX DIMENSION TABLE Q KITS - S.E.C. OR EQUAL t jj TYPICAL DESIGN "B„ p JUNCTION BOX 1/4" MINIMUM SPLICE KIT SPLICE KITS GROUND LUG DRAIN HOLE -=..I 0 :z LEAR K S ON ALLYTHRUCE 2" MIN. GROUT W F- WIRE RUNS UNDER POLE VrOF OUNDATION TO TE C� Q 4" T BASE Z CONCRETE E LEVEL WITH PAD OP OF SIDEWALK 5 R C URB. ►. ZD 1II� Fill =111= DIAMETER -- 7/8 -j #8 BARE =1111= I 111 11111111101 om COPPER �1= 1II =1= T11 ,� rr GROUND VYIRE 1 I I STREET LIGHT POLE JUNCTION BOX Ll 1' PLAN NEW SIDE VIEW v b v v° b o 4" DEEP � °O• a °b = 0 0 bb O o v vO A e e e 4 -7 /g b °v0 0 1 - #8 GREEN GROUND �v„TION VIEW o e e k 1, CLAMP r LOAD LINE 4 FUSE 2- (SIZED AS REQ'D) PVC CONDUIT 1/4 1 /4 e LIGHTING SYSTEM SYSTEM 1/8 © 1/8 WIRES TO CONTACTOR CONCRETE e 5 /8 "x8' FOUNDATION II 3" SO. I CUTTING RINGS •j ° ham- - a-' C PP R ITEM ITEM P OX TYPE 1 TYPE 2 Diamond Plate Steel - A786 Lid Support 1 Thick Steel L a T. - A36 Box Outside length 22 M22w 33Box Reinforcement Outside Width 17 22 1/2" � Box Inside Length 18 19 28 ��■= Box Inside Width 13 14w 17 IM Lid Length 1810 18 26 1 2 50. C.H. 2P 100 AMP MAIN (BAB2100) Lid Width 13 13 17 Box Depth 12 12 a 12 Lid do Frame Depth 5 16 5 16 5/16 Wall Thickness Min. 1 1/2* 1 1/2n 1 1 2 N Mlire Reinforcement W-3 W-2.5 W-2.5 53. C.H. 1P 20 AMP BREAKER (BAB1020) Le end I See Detail See Detail ISee Detail I I STREET LIGHT POLE JUNCTION BOX Ll 1' PLAN NEW SIDE VIEW v b v v° b o 4" DEEP � °O• a °b = 0 0 bb O o v vO A e e e 4 -7 /g b °v0 0 1 - #8 GREEN GROUND �v„TION VIEW o e e k 1, CLAMP r LOAD LINE 4 FUSE 2- (SIZED AS REQ'D) PVC CONDUIT 1/4 1 /4 e LIGHTING SYSTEM SYSTEM 1/8 © 1/8 WIRES TO CONTACTOR CONCRETE e 5 /8 "x8' FOUNDATION II 3" SO. I CUTTING RINGS •j ° ham- - a-' C PP R ITEM MATERIALS P OX 6000 PSI concrete See Notes rame Diamond Plate Steel - A786 Lid Support 1 Thick Steel L a T. - A36 Lid Diamond Plate Steel - A786 Anchors Steel Wire or Tee Plate Reinforcement ASTM A -82 Steel °vD ex ION comw 6 GRAVEL INDIVIDUAL JUNCTION BOX GROUND ROD DIA. a o v o 0 0 o v o •' ° GALVANIZED STEEL o Tau ,UNCTION Box INSTALLATION DETAILS o m •C' D v c Q o E FUSE KIT o e ° b oe °a NOTE: CLASS 'B' CONCRETE E Q LEGEND DETAIL (M� L) -� I� -'"�; W m TYPE Y Box Z p TO BE USED IN Li TYPICAL SIGNALS o TYPE 'Ir sox e i pe0 CONSTRUCTION OF PAD w a' LIGHTING FUSE KIT &SPLICE KIT DETAILS LIGHTING �"" c� C TS -LT 8s DETAIL PLAN SYMBOLS d J o D 4 0 UNDERGROUND TELEMETRY TRAFFIC SIGNAL SYSTEM LEGEND o o D b e i SYSTEM ADOPTED 1 CONCRETE PAD DETAILS a-'o E ♦ CrrY OF P42MN JUNCTION BOX DETAILS o b o ba' v a' b E ADOPTED Smdard p� Lff DATE: 11/5/96 -Form Letters with 1 /e" Wald ADOPTED 1 •c ` . CITY OR 1tENT°N Bead. Grind off Diomond \ ADOPTED 48 oil C * cater of RENTON PLAN VIEW e 0 v Standard Pis Pattern before forming DWG. NAME: JR -12 SP PAGE: 01 letters. Standard plans J 3 Standard plans a. LIST DAre:1 2/96 ILJuMINATI,4N SYSTEM LEGEND LST DATE: 1 1 8 9 K / LST DATE: 10/30/96 REVISION BY pR DWG. NAME: JR -06 SP PAGE: JOO7 DATE REVISION Y PR DATE REVISION Y PPR OWG. NAME: JR -36 SP PAGE: J016 DAB REVISION Y PPR DWG. NAME: JR -07 SP PAGE: J008 o � 3)9S OA METER TO gq� PHOTO CELL N � ��� MAIN 15A r 9 TEST �Z SWITCH 50A 20A SIGNAL LIGHTING A 20A 20A LIGHTING D LIGHTING B Q_ one e w BREAKER SCHEDULE «. SEIrYNCE VOLTAGE- 20 • r 20n NOTES: 2%LAMP CONNECTION: LOCATION r �..• � � ucHnNC c 49. 225 AMP COPPER BUSSING 18 PLC PANNEL ``•' • ' ��■= -gym 49. 225 AMP COPPER BUSSING 18 PLCS PANNE •►• • IM 0 50. C.H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE 50. C.H. 2P 100 AMP MAIN (BAB2100) __� ■� C.H. 2P 20 AMP BREAKER (BAB2020.) 51. C.H. 2P 20 AMP BREAKER (BAB2020) TO VERIFY METER O51. w 52. C.H. 1P 50 AMP BREAKER (BAB1050) N 53. C.H. 1P 20 AMP BREAKER (BAB1020) m �G � 52. C.H. 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT 54. C.H. 1'P 15 AMP BREAKER (BAB1015) 55. MILBANK METER ENCLOSURE (MS- 24 -TB) WAPh 1, wn, I GROUND BAR o 0 0 0 0 0 o a 54. C.H. 1P 15 AMP BREAKER (BAB1015) 56. HUBBELL SWITCH (CS1201-1) 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I) 55. MILBANK METER ENCLOSURE (MS- 24 -TB) MEETS EUSERC REQUIREMENTS 58. SQUARE D LIGHTING CONTACTOR (981 ODPA32VO2UI) 56. HUBBELL SWITCH (CS1201-1) APPROVED BY: ���� ■`fie ■ ■ ■�� 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I) PUGET SOUND ENERGY • • ' 58. SQUARE D LIGHTING CONTACTOR TACOMA POWER s� so (981 ODPA32 V02UI ) KS A BUS a TC)TAL LOAD COMMOM 11040 76W 18720 VIA VIA VA ,, LOCATION TOP FEED SOUR FEEDER CE- .0 PHASING swGLE 51 61. SOUTHCO S.S. HINGE (F6-3-1) e w «. � 20n NOTES: p . NOTES: � ucHnNC c 49. 225 AMP COPPER BUSSING 18 PLC PANNEL 49. 225 AMP COPPER BUSSING 18 PLCS PANNE 0 50. C.H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE 50. C.H. 2P 100 AMP MAIN (BAB2100) C.H. 2P 20 AMP BREAKER (BAB2020.) 51. C.H. 2P 20 AMP BREAKER (BAB2020) TO VERIFY METER O51. w 52. C.H. 1P 50 AMP BREAKER (BAB1050) N 53. C.H. 1P 20 AMP BREAKER (BAB1020) m �G � 52. C.H. 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT 54. C.H. 1'P 15 AMP BREAKER (BAB1015) 55. MILBANK METER ENCLOSURE (MS- 24 -TB) GROUND BAR o 0 0 0 0 0 o a 54. C.H. 1P 15 AMP BREAKER (BAB1015) 56. HUBBELL SWITCH (CS1201-1) 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I) 55. MILBANK METER ENCLOSURE (MS- 24 -TB) MEETS EUSERC REQUIREMENTS 58. SQUARE D LIGHTING CONTACTOR (981 ODPA32VO2UI) 56. HUBBELL SWITCH (CS1201-1) APPROVED BY: e w «. � 20n NOTES: p . � ucHnNC c 49. 225 AMP COPPER BUSSING 18 PLC PANNEL 0 50. C.H. 2P 100 AMP MAIN (BAB2100) CONTRACTOR IS RESPONSIBLE 51. C.H. 2P 20 AMP BREAKER (BAB2020) TO VERIFY METER m �G � 52. C.H. 1P 50 AMP BREAKER (BAB1050) ARRANGEMENT 1 53. C.H. 1P 20 AMP BREAKER (BAB1020) GROUND BAR o 0 0 0 0 0 o a 54. C.H. 1P 15 AMP BREAKER (BAB1015) o 55. MILBANK METER ENCLOSURE (MS- 24 -TB) MEETS EUSERC REQUIREMENTS 56. HUBBELL SWITCH (CS1201-1) APPROVED BY: 57. GFCI. RECEPTACLE 20 AMP (LEVITON 6898 -I) PUGET SOUND ENERGY • • ' 58. SQUARE D LIGHTING CONTACTOR TACOMA POWER s� so (981 ODPA32 V02UI ) 51 61. SOUTHCO S.S. HINGE (F6-3-1) 51 ^DOOR e 0 61. SOUTHCO DOOR S.S. HINGE (F6- -3--1) © 64. STAINLESS STEEL HANDLE 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626) 66. SQUARE D TERMINAL BLOCK 67. SQUARE D END CAP 70. 1"X.252" GASKET CONTRACTOR IS RESPONSIBLE c TO VERIFY METER ARRANGEMENT MEETS EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY TACOMA POWER 0 o 51 64. STAINLESS STEEL HANDLE 0- --�- �' 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626) 21 16 49 66. SQUARE D TERMINAL BLOCK A� Am 67. SQUARE D END CAP JOB NAME: CITY OF RENTON 70. 1 "X.25" GASKET DISTRIBUTION: o 0 10• 4. CONTRACTOR: IL • S7 O 8• PURCHASE ORDER: 1.00 • ' 11 ' • MATERIAL. 0 TYP 2.00 MATERIAL: .125 5052 -H32 ALUM. ❑�p COATING TYPE: •.75x1.25 TYP COATING TYPE: 1 DRAWN BY: MEKKI AL -AZADI g' TYP 1600 DRAWN BY: INEKKI AL -AZADI HARDWARE: QUANTITY: HARDWARE: QUANTITY: • 0 0 58 o FINISH: FI . 0 13. IWSH. MILL COLOR: COLOR: • • DATE: OCT 24 200 PAGE: OF: PATE: •O�C1 24 2002 PAGE: OF: 41 ROLL 1 �9�� it 0 • w «. . 00 :. p . 0 61. SOUTHCO DOOR S.S. HINGE (F6- -3--1) © 64. STAINLESS STEEL HANDLE 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626) 66. SQUARE D TERMINAL BLOCK 67. SQUARE D END CAP 70. 1"X.252" GASKET CONTRACTOR IS RESPONSIBLE c TO VERIFY METER ARRANGEMENT MEETS EUSERC REQUIREMENTS APPROVED BY: PUGET SOUND ENERGY TACOMA POWER 0 o 51 64. STAINLESS STEEL HANDLE 0- --�- �' 65. DEAD BOLT LOCK "BEST" (5L7RL2 -626) 21 16 49 66. SQUARE D TERMINAL BLOCK A� Am 67. SQUARE D END CAP JOB NAME: CITY OF RENTON 70. 1 "X.25" GASKET DISTRIBUTION: o 0 10• 4. CONTRACTOR: IL • S7 O 8• PURCHASE ORDER: 1.00 • ' 11 ' • MATERIAL. 0 TYP 2.00 MATERIAL: .125 5052 -H32 ALUM. ❑�p COATING TYPE: •.75x1.25 TYP COATING TYPE: 1 DRAWN BY: MEKKI AL -AZADI g' TYP 1600 DRAWN BY: INEKKI AL -AZADI HARDWARE: QUANTITY: HARDWARE: QUANTITY: • 0 0 58 o FINISH: FI . 0 13. IWSH. MILL COLOR: COLOR: • • DATE: OCT 24 200 PAGE: OF: PATE: •O�C1 24 2002 PAGE: OF: 41 ROLL 1 �9�� it 0 •