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HomeMy WebLinkAboutT-4199100- 00 0 LO N O N Q0 N 0 0 N N O N O N U 0 L D_ i L a) co U U) a� x 0 0- 0 C/) I— IM LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) 318" (IN) STEEL COVER PLATE - 3/8" (IN) STEEL 3/16" SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE (TYP.) - 3/16 L 3116 V 1 1/2 4 LID SUPPORT - p' 4 A - L SHAPE SHOWN 3/16 a .: (SEE NOTE 3) ', 4 a HEX COUPLING NUT WWF - WELDED 4 `LID BOLT DOWN TO LIP PLATE ATTACHMENT TAB - 4 SEE DETAIL WELDED WIRE f3a�W�1gr� ;�'nvetop_e Iv: 5;d3Ek8A'LA �Gi4n-48�=�623��A2$3'4S$�6`5t�'. I r : : Jp� I��(yy3r 4 'S A U&N RK MW N MNWK 9W mom CV 21. ,IS I'F&Mll ' l arm eawm Ili W mwgua C 4ma aw W 411 AM : 41. IWM2 TW tA 7— - . r: T / Ulm TO ,nw 56W"n= �'yyyy�� -- 1r"R!eF 4, i tiAk i� T ,ram ii PET `: " �� . • .I Pilll- 1/2 -13 x 1 112 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER 1 3/8" (IN) DIAM. HOLEcc 0 BOLT PLATE CHANNEL - O U_ SEE DETAIL U a3 J (TYP.) 3116 2" (IN) x 1/4" (IN) - 3 GAGE - STEELSPACER 0 P') 3116 - 1 518' (IN) SLOTTED S. S. CHANNEL WITH S. S. CHANNEL NUT AND SPRING HOOP (TYP.) DETAIL F W2 9 6 GAGE) LID SUPPORT - L SHAPE SHOWN 3/8" (IN) STEEL (SEE NOTE 3) COVER PLATE J 318" (IN) STEEL x COVER LIP PLATE I 3116 1 1 (TYP.) 1/8 LID HOOK -1" (IN) x 1" (IN) x 3116" (IN) ANGLE 3116 1 1/2 LID SUPPORT L SHAPE SHOWN WWF - TIED IN 2 PLACES (SEE NOTE 3) TO EACH HEADED ANCHOR SHEAR STUD WWF 04-W2.9xW2.9 (TYP.) _ O (6 GAGE) (SEE NOTE 10) (SEE NOTE 10) SECTION G (` /J `" " ALTERNATIVE 1 SHOWN PERSPECTIVE VIEW LID SUPPORT - __ -1/4" LID LIFTING NOTCH L SHAPE SHOWN (SEE NOTE 3) 3/16"I'- ' 3/16 3/8" (IN) STEEL y L, 112 - 13 x 1 1/2 S. S. PENTA COVER LIP PLATE teBOLT AND " (IN) S. S. FLAT WASHER 316 1 112 J WWF -TIED IN 2 PLACES TO HEADED - _4 ANCHOR SHEAR STUD 4 WWF 4x4-W2.9xW2.9 BOLT PLATE CHANNEL - SEE DETAIL (SEE NOTE 6) 3/8 (IN) x 3 (IN) HEADED ANCHOR SHEAR STUD - WELDED TO LIP PLATE 1/2 -13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER 1 318" (IN) DIAM. HOLE LID LIFTING NOTCH -1/4" (IN) x 3/4" (IN) BOLT PLATE CHANNEL - 3/8" (IN) STEEL COVER PLATE SEE DETAIL F SHOWN CUT AWAY FOR CLARITY (TYP3/16 (TYP.) (6 GAGE) 4 BOLT DOWN (SEE NOTE 10) ATTACHMENT TAB - 3/8" IN" HEX COUPLING NUT SEE DETAIL ( ) x 3(IN) ) S. S. 5/16-NC x 718" (IN) WITH HEADED ANCHOR S. S. 5/16-1 x 3/4' (IN) BOLT & THREE SHEAR STUD - EACH S. S. 5116- (IN) FLAT WASHERS WELDED TO LIP PLATE LID BOLT DOWN SUPPORT ANGLE - 1 1/2" (IN) x 3" (IN) x 1/4" (IN) ANGLE DETAIL a ALTERNATIVE 2 SHOWN 1/2 -13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER 1/8"113/8" (IN) STEEL 3/16" 1 VERTICAL SLOT COVER LIP PLATE 1 118. (IN) #' 2" (IN) VERTICAL SLOT (TYP.) 3/16 (TYR) 3/16 3/16 1 1/2 1/8" (IN) x 3/4" (IN) 4 STEEL ANGLE - 4 n� n — WWF - TIED IN 2 = 4 PLACES TO HEADED 4 3/16 1/8" (IN) x 3/4" (IN) ANCHOR SHEAR STUD ANGLE (TYP.) ' � 4 1/4" (IN) STEEL PLATE WWF 04-W2.9xW2.9 4` , 0 1/4" (IN) S. S. PLATE (TYP.) (6 GAGE) LID SUPPORT - L SHAPE SHOWN (SEE NOTE 10) (SEE NOTE 3) " 3/16 V 1 1/2 LID SUPPORT - L SHAPE SHOWN (SEE NOTE 3) a EXPOSE LID BOLT DOWN SUPPORT ANGLE TO ATTACH .. a ALTERNATIVE 2 LID BOLT DOWN 3 ?12" ANGLE ATTACHMENT TAB LID BOLT DOWN SUPPORT ANGLE - 2" (IN) x 2" (IN) x 1/4" (IN) ANGLE srs�_�j �5:�ti•1. '. F..?a%i}`•+'rtY�'}. :{§ `yk'} ];C'.�yi'�Y'��., '; 1- 2 � r3 IIII, tia.• .p`k"x� .4. `ice • MIAKACT= —7/0" 4_ 7/8" LOAD FUSE CUTTING FUSE KIT rnrtivv rrE i INLINE SPLICE rnr-,<v�v rtE i VV T t Z)r-L1i LINE , IA" SPLICE KIT FUSE KIT & SPLICE KIT DETAILS ADOPTED CITY OF I i9TON SRAMMIW PLANS L9T DATE: 04/04 r . IE ..r...,..,,.. .... ......,... r7WC: 11i.i 1qP PAr,F• .1i 3 1/4" LID LIFTING NOTCH 2" 2 1/2' 3/1B" 2" (IN) x 1/4" (IN} - 3 GAGE STEEL SPACER 1/2 - 13 x 1 1/2 S. S. PENTA HEAD ` BOLT AND 1/2" (IN) S. S. FLAT WASHER i N 5/8" (IN) x BOLT PLATE CHANNEL - 1" (IN) SEE DETAIL HORIZONTAL SLOT a ------------ SLOTTED STEEL CHANNEL - 4 3 (SEE NOTE 6) x HORIZONTAL ISLOT oo oo •4 3/16 3/16 4 4 HEX COUPLING NUT 1 S. S. 5/16-NC x 7/8" (IN) WITH S. S. 5/16-NC x 3/4" (IN) BOLT LID BOLT DOWN ATTACHMENT & (3 EACH) S. S. 5/16" (IN) TAB - SEE DETAIL FLAT WASHERS DETAIL OE ALTERNATIVE 1 ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB (SEE NOTE 12) 2" 9/16" (IN) 2' DIAM. 2" 1,. HOLE 1 11/2' " � 5/8" (IN) x - - i - - - 1" (IN) i 7/16" (IN) x " I VERTICAL 3/4" (IN) i SLOT -+ - I SLOT ....... 9/16" (IN) DIAM. HOLE 1/2" (IN) S. S. HEX NUT 2" x 1/4"" ( (IN)) A ANGGLL E �,+ 7116" (IN) x 314" (IN) SLOT BOLT PLATE CHANNEL 10 (IN) S. S. HEX NUT DETAIL OF o ALTERNATIVE 2 SHOWN 1/8 (TYP.) JosE,�� PERSPECTIVE VIEW ® p1r WA � ALTERNATIVE 2 � ��' LID BOLT DOWN ATTACHMENT TAB `�� 1/2 -13 x 1 1/2 S. S. PENTA HEAD BOLT (SEE NOTE 12) w'C AND 1/2" (IN) S. S. FLAT WASHER -10 39820 3/8" (IN) STEEL COVER 1/8" (IN) x 3/4" (IN) ��F S TO$O PLATE -SHOWN CUT STEEL ANGLE 1/4" (IN) STEEL PLATE ,S J, �G AWAY FOR CLARITY c�5 I ANAL 1/4" IN STEEL --------------- - ( ) Bailey,Ted 3/1fi 1112 ----' - - - PLATE 06w�, Apr2520169:33AM -' LID SUPPORT - 4" 3 3/4" 1/8 LOGKIIVG LID STANDARD m L SHAPE SHOWN " " - DUTY JUNCTION BOX (SEE NOTE 3) ? TYPES 1 & 2 ' STANDARD PLAN J-40.10-04 ° 3/4" (IN) 1/8 SHEET 2 OF 2 SHEETS 1/8' (IN) x 314" (IN) STEEL RADIUS APPROVED FOR PUBLICATION ANGLE •- RIGHT ANGLE 1/2" (IN) S. S. 1/8" (IN) x 3/4" (IN) STEEL Carpemer, Jeff 3/8 (IN) x 3 (IN) HEX NUT ANGLE -• MIRROR IMAGE � &,T. Apr 2820163:12 PM SHOWN, MIRROR IMAGE a , HEADED ANCHOR FOR LEFT ANGLE SHEAR STUD - DETAIL DETAIL F FOR LEFT ANGLE ALTERNATIVE 3 STATE DESIGN ENGINEER WELDED TO ALTERNATIVE 3 SHOWN LID BOLT DOWN ATTACHMENT TAB T Washington State Department of Transportation LIP PLATE ALTERNATIVE 3 SHOWN PERSPECTIVE VIEW (SEE NOTE 12) -„ CONSTRUCTION RECORD DRAWINGS THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE PREPARED FROM THE CONTRACTOR'S REDLINED CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY MARK-UPS OF THE CONSTRUCTION DOCUMENTS. THE CONSULTANT REVIEWING THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON THESE RECORD DRAWINGS HAS NOT WITNESSED SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY ALL THE ELEMENTS OF CONSTRUCTION AND IS ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF NOT RESPONSIBLE FOR ERRORS OR OMISSIONS AS OF 10/29/2024• 10/29/2024, IN DATA OR CERTIFY THE ACCURACY OF THE INFORMATION PROVIDED BY THE CONTRACTOR'S /l/f/��ae,Ileae,dot- Oaeaea Lrawa'alC AS -BUILT REDLINES. X X TAPER DIVIDER ENDS TO MATCH INSIDE - TAPER OF BOX BOX INTERIOR LENGTH -1/16" o " " 0 5/16 (IN} x 1 (IN} S. S. (IYP .} 7) 1/4 L, COUPLING NUT 5116" (IN) x 1 1/2" (IN) S. S. SET SCREW (TYP.) v (TYP.) 10 GAGE J GALVANIZED m DIVIDER PLATE STEEL SIDE VIEW ELEVATION VIEW (FOR TYPE 2 JUNCTION BOX ONLY) c A LID SUPPORT (TYP.) - J C (SEE NOTE 3) NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared -use s shall have a slip -resistant coating on the lid and lip cover and shall be installed with path sha p g p plate, the surface flush with and matched to the grade of the sidewalk, walkway, or shared use path. The non -slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and shall be placed prior to hot -dip galvanizing. 3. Lid support members shall be 3/16" (in) minimum thick steel C, L, or T shape, welded to the frame. 4. A 114-20 NC x 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers. 5. Bolts and nuts shall be liberally coated with anti -seize compound. - - E 3/16" (IYP.) 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper. GROUND STUD DIAMOND PATTERN 3/8" (IN) STEEL COVER SEE NOTE I P.) SEE NOTE 2 LIP PLATE"P.)7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See ( ) 3h6 1 1/2 I ( ) Cover Markin detail. Grind off diamond pattern before forming letters. For System Identification details _ 9 P 9 Y COUPLING NUT-' FOR ALTERNATIVE 2 •- SEE SHEET 2 LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) <A — HEADED ANCHOR SHEAR STUD - 3/8" (IN) x 3" (IN)10 COUNT STUDS EVENLY SPACED AROUND FRAME (PLACE TO SIDE OF LID BOLT DOWN SUPPORT A- NGLE WHEN USING LOCK- ING DETAIL ALTERN VE JUNCTION BOX DIMENSION TABLE be ITEM BOX TYPE TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22" 33" B OUTSIDE WIDTH OF JUNCTION BOX 17" 22 1/2" C INSIDE LENGTH OF JUNCTION BOX 18" -19" 28" - 29" D INSIDE WIDTH OF JUNCTION BOX 13" -14' 17" -18" E LID LENGTH 17 5/8" 28 5/8" F LID WIDTH 12 5/8" 18 1/8" CAPACITY - CONDUIT DIAMETER 6 12" LID SUPPORT (T1f1i see Standard Specification 9-29.2(4). WELDED WIRE 8. When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with FABRIC (TYP.) fNP•) 118 fasteners, in each Type 2 Junction Box where specified. 9. When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified. 10. See the Standard Specifications for alternative reinforcement and class of concrete. 11. Headed Anchor Shear Studs must be welded to the Steel Cover Li Plate and wire tied in two laces to � a m - P P L,, the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear Studs to the horizontal Welded Wire Fabric. 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of assembly mbl will varYa among manufacturers. See approved manufacturers' tur rs' shop drawings for specifics. -tcs. ~ 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and L HEADED ANCHOR Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved 2) (SEE NOTE 11) - SHEAR STUD (IYP.) 111 shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved 1 318' (IN) DIAM. HOLE WITH _ B D (SEE NOTE 11) MIN shoulders shall be Heavy -Duty. 1/2 - 13 x 1 1/2 STAINLESS WELDED WIRE HOOP (IYP.) STEEL PENTA HEAD BOLT 1 114" GAP (iYP.) 4" WWF WIRE TIED TO 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) FOR HOOK RELEASE (SEE NOTE 10) HEADED ANCHOR max. for final grade of new construction only.See Standard Specification 8-20.3 5 . Where adjustments BOLT PLATE - SEE DETAIL _ SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the LOCKING LID STANDARD SECTION V limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6). gyp) 3/16 3/4 DUTY JUNCTION BOX �---' 3116 314 (CONDUITS NOT SHOWN) PERSPECTIVE VIEW GROUND STUD SEE NOTE 4 TOP OF SOIL A 3/8" (IN) STEEL B - � 3®SEA� SURFACE OR - COVER LIP PLATE O Equipment Grounding COUPLING NUT FOR ALTERNATIVE 2 -• ®� of wAsy� FINISHED GROUNDING STUD 1 1/2" MIN Conductor SEE DETAIL "E" ALTERNATIVE 2 1 GRADE (SEE NOTE 4} TOP OF PAVED ®� �.�� 1 1/2 MIN. ' E 30' (IN) STEEL 3/16" SURFACE © Copper Solderless 3/8" (IN) STEEL F LID SUPPORT (TYP.) COVER PLATE TOP OF BASE Crimp Connector COVER LIP PLATE 311 L SHAPE SHOWN � �- LID HOOK - COURSE (SEE NOTE 3) < Equipment Bonding -� r Jumper See Note 6 / " I ) x 3" (IN) HEADED ANCHOR w " a P ( ) ) [9f32� I " SHEAR STUD (TYP. �,p �P� F, . 1 R 4� See Contract for conduit ------ -- -- --- WELDED WIRE ST size and number FABRIC (TYP.) ZONAL W o •.. - (WWF) 4x4-W2.9xW2.9 - -� F�=_-- ---- -�- I -� -- r _ --_—� — -- —-----1-------- —--'J L----- L LID I HOOK B - _ SEE ---- / -NOTE 7 C —--------L 1_______I_____ r____ J w 1" XtWi� _ MIN m0 3" r .2 w0 w - 3 (SEE NOTE 6) MAX • . MIN, m W w y CRUSHED SURFACING (BASE m COURSE OR TOP COURSE) - PER +, z O " W ;,%,' STANDARD SPECIFICATION 9-03.9(3) a,a, Q 0 PVC ® GRS CONDUIT , 1 CONDUIT 1 - ------------ SECTION O ' (6 GAGE) (SEE NOTE 10) valley, Ted Apr 25 2016 9:32 AM WELDED WIRE HOOP M' �., 3 (TYP.) W2.9 (6 GAGE) LOGKING LID STANDARD MIN.'�, r (SEE NOTE 10) DUTY JUNCTION BOX ° TYPES 1 & 2 STANDARD PLAN J-40.10-04 o SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION i.i�L' P Apr 28 20 Jeff f/�'\\ Z C2, Apr 2R 201G 3:12 PM SECTION 1 G / STATE DESIGN ENGINEER Washington State Department of Transportation (CONDUITS NOT SHOWN) -„ SMR Architects 117 S. Main St., Suite 400 Seattle, WA 98104 PH: 206.623.1104 FX: 206.623.5285 RENTON HOUSI NG AUTHO'tl:,RITY �1 -� Transportation Solutions :NN ❑NATIVE I PRACTICAL I EQUITABLE 16932 Woodinville -Redmond Road, Suite A206 Woodinville, WA 98072 (425) 883-4134 1 www.tsinw.com I Know what's bekw Call before you dig. SUNSET GARDENS 2900 NE 1OTH ST, RENTON, W/ 98056 CONSTRUCTION RECORD DRAWING REVISIONS / NOTES NO DATE DESCRIPTION Al 2/18/22 ADDENDAII O� a� WA l� >U) zz 25799 �Y �";6 ��CISTER�� c1 �SSIONAL ENC� 11 /20/24 VLS STAMP ILLUMINATION NOTES & DETAILS PERMIT # DRAWN CHECKED ISSUE DATE JPKH 02.25.22 JOB NO. 220049 SHEET NO.: L06