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HomeMy WebLinkAboutzT-3961SetT f_0 LEGEND m co O RIGHT OF WAY rr F.- CONDUIT POST TOP LUMINAIRE AND POLE 0 MAST ARM MOUNTED LUMINAIRE JUNCTION BOX TYPE 1 m JJUNCTION BOX TYPE 2 0 JUNCTION BOX TYPE 8 ui STREET LIGHTING SERVICE CABINET > WIRE NOTE A O LUMINAIRE POLE NUMBER Q CONSTRUCTION NOTE n L c L *oP,- oP AS C-0� -d 4w OP ��47363 �� GIST �SIONAL V1� WIRING SCHEDULE NO. RACEWAY CONDUIT SIZE* CONDUCTOR COMMENTS 1 2" SCH40 2-#8 ILLUMINATION CIRCUIT A 2" SCH40 2-#8 ILLUMINATION CIRCUIT A 2 2" SCH40 SPARE (EMPTY WITH LOCATABLE MULE TAPE) 2" SCH80 2-#8 ILLUMINATION CIRCUIT A 3 2" SCH80 SPARE (EMPTY WITH LOCATABLE MULE TAPE) *ALL CONDUIT SHALL BE PVC AND SHALL CONTAIN A GROUND WIRE EQUAL IN SIZE TO THE LARGEST CONDUCTOR, UNLESS OTHERWISE NOTED. NOTE 1. SEE IL02 FOR GENERAL NOTES, LIGHT LEVELS, SERVICE BREAKER SCHEDULE, AND CIRCUIT DIAGRAM. 2. SEE IL03 AND IL04 FOR ILLUMINATION DETAILS. transpogroup A7r WHAT TRANSPORTATION CAN BE. 12131 113TH AVENUE NE, #203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 I� AS-BUILTS I RDM REVISION 1/26/181 1 SURVEYED: DESIGNED: RDM DRAWN: RDM CHECKED: RWP BY I DATE I APPR I APPROVED 0 0 DO In Em LUM HARE POLE SCHEDULE (THIS SHEET ONLY) LUMINAIRE MOUNTING ARM WATTAGE CIRCUIT LUMINARIE POLE LATITUDE LONGITUDE HEIGHT LENGTH (WATTS) N0. POLE COMMENT NO. (FT) (FT) NUMBER* ❑1 46` 52' 24.34" 126° 57' 28.92" 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 ❑2 46` 52' 24.26" 126° 57' 28.91 " 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 ❑3 46` 52' 24.24" 126° 57' 28.88" 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 ❑4 46` 52' 24.24" 126° 57' 28.77" 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 ❑5 46` 52' 24.25" 126° 57' 28.64" 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 ❑6 46` 52' 24.25" 126° 57' 28.52" 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 ❑7 46` 52' 24.26" 126° 57' 28.39" 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 ❑8 46` 52' 24.26" 126° 57' 28.24" 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 ❑9 46` 52' 24.33" 126° 57' 28.18" 30 8 135 A INSTALL ON PSE POLE PER PSE DIRECTION 10 46` 52' 24.13" 126° 57' 28.90" 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 11 46` 52' 24.20" 126° 57' 28.90" 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 12 46` 52' 24.21 " 126° 57' 28.84" 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 13 46` 52' 24.22" 126° 57' 28.72" 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 14 46` 52' 24.22" 126° 57' 28.60" 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 15 46` 52' 24.22" 126° 57' 28.45" 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 16 46` 52' 24.23" 126° 57' 28.30" 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 1© 46` 52' 24.24" 126° 57' 28.20" 14 - 44 A PER CITY OF RENTON STANDARD PLAN 116.1 18 46` 52' 24.20" 126° 57' 28.17" 30 8 135 A INSTALL ON PSE POLE PER PSE DIRECTION 19 11 46` 52' 24.10" 126° 57' 28.15" 30 8 135 A INSTALL ON PSE POLE PER PSE DIRECTION * NUMBER TO BE PROVIDED BY CITY OF RENTON DURING CONSTRUCTION PER CITY OF RENTON STANDARD PLAN 121. TO BE INSTALLED BY CONTRACTOR. �_o CONSTRUCTION NOTES Ln O INSTALL PRESTIGE SERIES 44W LED POST -TOP LUMINAIRE (CY17T4 VS3AR 3L 44W 4K 240V "JET BLACK" UNIVERSAL DRIVER) BY CYCLONE AT 14FT MOUNTING HEIGHT PER CITY OF RENTON STANDARD PLAN 116.1. o `} O2 INSTALL AUTOBAHN AT132 135W LED COBRA STYLE LUMINAIRE + (AT132 40BLEDE10 MVOLT R3 NL) BY AMERICAN ELECTRIC o LIGHTING (AEL) WITH 8FT ARM AT 3OFT MOUNTING HEIGHT ON PSE POLE. CONTRACTOR SHALL COORDINATE INSTALLATION AND T II 0 0 0 .: LA SCALE: 1 :40 ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY POWER CONNECTION WITH PSE. O3 INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, CITY OF RENTON STANDARD PLAN 119 FOR UNDERGROUND ILLUMINATION SYSTEM DETAILS, AND CITY OF RENTON STANDARD PLAN 120 FOR CONCRETE PAD DETAILS. ® INSTALL TYPE 2 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.10-04, CITY OF RENTON STANDARD PLAN 119 FOR UNDERGROUND ILLUMINATION SYSTEM DETAILS, AND CITY OF RENTON STANDARD PLAN 120 FOR CONCRETE PAD DETAILS. O5 INSTALL TYPE 8 JUNCTION BOX PER WSDOT STANDARD PLAN J-40.30-04, CITY OF RENTON STANDARD PLAN 119 FOR UNDERGROUND ILLUMINATION SYSTEM DETAILS, AND CITY OF RENTON STANDARD PLAN 120 FOR CONCRETE PAD DETAILS. © INSTALL 120/240 VOLT STREET LIGHTING CONTACTOR CABINET PER CITY OF RENTON STANDARD PLANS 122.1 AND 123. COORDINATE WITH PSE FOR FINAL POWER CONNECTION. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 0 CITY OF RENTON Planning/Building/Public Works Dept. RECORD DRAWING THESE DRAWINGS ARE AS -CONSTRUCTED, AND THE INFORMATION SHOWN ACCURATELY REFLECTS FIELD CONDITIONS AS OF THIS DATE: 11/15/2018 ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE AS -BUILT CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON INFORMATION PROVIDED BY THE CONTRACTOR AND SURVEYOR. CONTRACTOR AND SURVEYOR -PROVIDED AS -BUILT INFORMATION HAS NOT BEEN VERIFIED IN THE FIELD BY TRANSPO GROUP. THE ENGINEER HEREBY CERTIFIES THAT BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITION, PER CONTRACTOR AND SURVEYOR -PROVIDED AS -BUILT INFORMATION. TRANSPO G P CERTIFICATION BY DATE 11/26/2018 RECORD DRAWINGS T-3961 01 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MEADOWVUE_ILLUMINATION MEADOWVUE_PLAT ILLUMINATION -PLAN N • H co O T 0 O a J co T O O O T rr, 0- r if r.1 W > O 0 ,j DATE: 2017/10/10 FIELDBOOK: BOOK PAGE` PAGE DRAWING NO: L01 SHEET: OF: 1 OF-4 W-Nel • H T U co T 0 0 0 T■ L^L n a J W 0 r) Q W 5 W • H T U C'7 T C) C) C) T rr n W D O 0 Q W 5 I- Q n W O 0 W 5 IIr LU 5m G D Z F___I LU W �_ W✓ ) 48' c r Air r S€£ HINGE DET•AL j GROUND STUD (TYP) i 35' (SEE NOTE 4) . 1A- GAP tkikN LIDS � ,4 Ste. -._._._._ _._._. NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thicknesses are shown. Junction Boxes installed in sidewalks, walkways, and shared -use paths shall have a slip -resistant coating can the lid and lip comer plate and shall be installed with ft surface Rush with and matched to the grade of the sidewalk, walkway, or shared -use path. The non -skip lid shall to '(identified with permanent Imarkings an the underside, indicating the type of surface treatment (see Conitrad Documents for details) and the year of manufacture. The permanent marking shall be 10 (in) line thickness formed with a mild steel weld bead and shall be plated Prior to hot -dip galvantzirbg. 3. Lid support members shall be 311t3 (in) min. thick steel C. L, or T shape, welded to the 'frame. Exact configurations ovary among manufactarers. Z I 4. A 1M-20 NC x 3W (in) S. S. ground stud shall be welded to the botbom of each lid; include (2) S. E. nuts and (2) S. flat washers. 1 I SEE NOTE 8 I b. The hinges shall allow this lids to open 1800, 13_ Halls and nuts shall be liberally coated with anti -sere compound. 7. Connect Equipment Bonding Jumper to ground stud on lid. As an altemative to the ground stud connection, the Equipment ;� �f r► - --�� ---- --- � - l l �g Bonding Jumper shall be attached to the front face rt'fthe hinge prcketwith a tx116-20 NC x &*' (En) S. S. bit (2) each S, S, nuts, "�•:�' S r �I SEE HANDLE -- and (2) each $. S. fiat washers. DETAIL Equipment Bonding Jumper shall be #8 AWG min. x 4! (it) of tinned braided copper. I - 8. The System Identification letters shall be 1/8" (in) line thickness fiormaed by a mild steel weld bead. See Cover Marking detail. c Grind off diamond pattern before farming letters, Sao Standard Spelctllctt+on 9-0.2(4) for dete"1ls= 9. See the Standard Specifications for alternative reinfioroement and class of concrete. F----- ----------------- ------ 10. See Standard Plan �J- 46.10 for Welded Mrs Fabric and Headed Anchor Shear Stud attachment details. [ I i } ------- - J• e______a _p-1- ------------._�_________ LL--_-_-- -- 11. Capacity - Conduit diameter = 24" (in) J avL ~ 12. Ltd Bait Down Attachment flab provides a method of retrofitting by using a mac hanla1 pros In lieu of welding. Atachment Tab I - shown depicts a typical Component arrangement actual conjurations of assembly vdll vary among manufacturers. See approved ANCHOR SHEAR 1:11xLa - i I a I DIAMOND PATTERNmanufacturers' shop drawing for specifics.43W (IN) x Y (IN), 10 COUNT STUDS I J 3M0 1 112 I (S€€ NC1$E 2) I 15e L)nl ctlWerhvise noted in the plans or approved by the Engineer, Junction Boxes. Cable Vaults and Pull Boxes shall not be placed!€VENLY SPACED AROUND FRAME i i within the sidewalk. wrraIWmy, sheared use path, traveled way or paved shoutders. All Junction Boxes, Cable Vaults, and P0 Boxes _ 1� 49, i placed within the traveled way or paved shoulders shall be Heavy -Duty. ! i 1O Equipment Grounding 1" I 4 STUDS EVENLY SPACED 14. Distance between the flop of the conduit and the bottom of Pone Junction Box lid shall be 6" (in) mrim to 8'' (in) max for final grade of Conduclor MR now construction only, glee Standard Specification 8-203(5). Mere adjustments are to be made to existing Junction Boxes, 44> Kopper Sold+sliless Crimp PLAN VIEW or for Interim construction stages during the contract, the limits shall be from 6" (in) min. to 1(7" (in;) max. See Standard $peCtflrattfon 0.20.3(6). Connector LOCKING LID STANDARD DUTY JUNCTION BOX Equipment Banding Jumper 0 Foundation 43> See Contract for conduit size HEXCOUPLING NUT and number (TYP°) - & DETAIL "C' 30' OT Ills° 3' _ TOP OF (BASE COURSE 2(r TOP OF $OIL SURFACE INSIDE WIDTH OF FOUNDATION -< 4129 (Inq STEEL LIFT HOLE - 311W nwj , _ S COVEtI PLATE 1' nN) - 2' (LN) TOP OF PAWiEQ - R rJ (TYR.) DIM SURFACE GRQUNDSTUD P����O $TS�`��sV� VVELI)ED 4r K g {� lit r1p'_4i 1!6 HC10P Isp l.. A VNTOVE1iLAPN) In 1 ' ' I MIN. m HOOP WITH Q (SEE NOTE e} . Tad d l e" (IN) OVERLAP - q.� Ag�a25201filA9YA1 2 TIES 1" tT�a 2 TIES ' WIELDED 11MfS HOOP ' I• ` ` I�t I Ui - " I (s�EE'NOT'°iE� GrscQ L+L7GlI;1�1�a LSD STANDARD {� a DUTY JUNCTION BOX E x ;tl CRUSHDIRFACdNG ;t�; 2 LL m rb L _ _. (BASE COURSE OR MP COURSE) - ;;; � 1 __- STANDARD (PLAN J-40.30-04 gj H ; I; PERSTANDARD SriECIFICATION 9-0QJM ;:' � , SHEET 1 OF 2 SHEETS PVC CONDUIT GRS CONDUIT SWT= 0 APPROVED FOR PUBLICATION t:at�nlur.]air ��ti,$6A 1gPr26ptgrX2:15F41 �\ SECTM (f3 ] N ra �� Ash, #hLa�eir,plpn I[t�aimxm sd Tnp,xlpa,»n CONDUITS NOT SHOWN 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 paths shall have a'slip-resistant ooabng on the link and lip cover plate, and shall be installed with the surface flush with and matched to tie grade of Ile sidewalk, walkway„ or shared -use pant. The nonslip lid shall Ibe identified with permanent markings on the underside, indicating the type of surface treatment (see Conti ar3 Documents for details) and the year of manufacture. The permanent marking shall be 'Iff (in) tine thiclmess formed with a mild steel weld bead and shall be placed prior to hot -flip galvanizing. 3. Lid support members shall be 3116" [in) minimum thick stool C, L, or T shape, weldedto, the frame, 4° A 114-20 NC x 3W (in) stainless steel ground stud shall be ~,wedded to the lo€htlam of ft lid., include (2) stainless steel nuts and (2) stainless steel flat washers. 5. Bolts and nuts shall be liberally coated with ardi�seizls Compound. E ems' •) 6. Equipment Bonding Jumper shell be # 8 AVM min. x 4' (ft) of tinned braided copper. GROUND STUD ) DIAMOND PATTERN 3fir (IN) STEEL COVER 7. The System Identification ]t ore shall be 1,i8" (in) line thickness formed With a mild steel weld head. See � (SEE NOTE 4) -e 1,,- r, (SEE NOTE 2.) LIP PLATE (M.) Cover Markin detail. Grind off diamond pattern before forming letters. For System Identification details, t3 PN g COUPLING NUT:, FOR ALTERNATIVE 2 - I. SEE SHEET 2 LID LIFTING NOTCH - 114" (IN) x 3W (IN) HEADEDANCHOR S11EARti STUD-3W (mH) x 3' (IN)1D COUNT STUDL EVENLY SPACED AROUND FRAtdfE (PLACE TO SIDE OF U BOLT DOWN SUPPORTA-r NOLE WHEN USILNG I_CxCWt �1 ING DETAILALTERIVATJW= TAPER MADER ENDS TO MATCH INSIDE - TAPER OF BOA BOX INTERIOR (LENGTH -1118- Vir(IN')*1'(IN)S.S.._� _ 114 C OLIIJLING NUT fir18" nSET 1 A - ( :) (TYP.) '�R S. 10 GAGE GALVANIZIeo Dt DER LPLATIE STEEL ELEVATION VIEWW S1OE VIEW (FOR TYPE 2 JUNCTION BOX ONLY) A LID SUPPORT (fY 3) a [TOTE 8) C _ r JUNCTION BOX DIMENSION TABLE ITEM BOX TYPE TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 2r 33' S OUTSIDE WIDTH OF JUNCTION BOX 1r 22 lir C JINNIOE LENGTH OF JUNCTION HOC 19' -1a- 25--2r to INSIDE WIDTH OF JUNCTION BOX 13' -14' 1r -1S" E LID LENGTH 175M' 285W F LID WIDTH 12 SW 18118' CAPACITY - CONDUIT DIAMETER 12° LID SUPPORT 1(1YP.) see Standard Specificallem 9-29.2(4). I, L, WELDED FIBRE WIRE �) 9. When required in the Contract, provide a 1 tr (in) x 27112"1(in), 10 gage divider plate, complete, with 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 Speeif caffi m for alternative reinforcement and lass of concrete. c ■ 11. Headed Anchor Shear Studs must be welded to the Steel Cover Up Plate and wins tied in two places to -' the vertical Welded Wire Fabric when in contact with each other. Wire lye all other Headed Anchor Shear Studs to the horizontal Welded Wires Fabric. 1Z Lid Bolt Bourn Attachment Tab provides a method of retx-o'fitfing by usiM a Lmeohaniral press in lieu of welding. Attachment Tab shown depicts a cal Corn Irlg R t4vpf portent arrangement actual CDnfIgWlrne of assembly will vary among manufacturers. See approved manufacturers" shop drawings for specifics. 13. !Unless otherwise mated in the plans or approved by the Engineer, JuncVon Boxes. Cable Vaults, and 2) (SEE NOTt511) `HEADEDANCHOR Full Boxes shall not be placed within the afrlmalks,'wwalkways, shared use paths, traveled ways or paved - '' SHEAR STUD (rYP t 11N, shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes piawd within the traveled Way or paved 13WON) DIAM. HOLE WITH B r T (SEE NOrtE 11' btl� shoulders shall be Heavy-Outy, 112-13 3c 1 112 STAINLESS WIELDED WIRE HOOP (1 YP.) STEEL PENTA HEAD BOLT 1 1i4' C (rrP f 4' NOTE 40) wwF WIRE TD To 14, Distance between the top of the conduit and the bottom of the Junction) Box lid shall be 16" (in) min. to a" (in) FOR HOOrc RELEASE fIYP. ` HEADED ANCHOR max, for final grade of now oanstruction only. See Standard Specification 8-20.3(6), Where adjustments BOLT PLATE -'SEE DETAIL = SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim Construction during the contract, the LOCKING LID STANDARD SECTION l D) limits shall be from 6" (in) min. to 110' (in) max. Set; Standard Speclflaaldon "0.3ft 3Ma 314 DUTY JUNCTION BOX (TYP') 3M6 314 PERSPECTIVE VIEW (CONDLJrT§ (NOT SHOWN) TOP OF SOIL A 3EF ON STEEL GROUND STUD (SEE NOTE 4) SURFACE ED ` GROUNDING STUD COVFJ LIP PLATE Equipment Grounding B COUPLING NUT FOR ALTERNATIVE 2 - FINISHED t 4r2' IwI1N Conductor SEE DETAIL "E" ALTFJiNATiVE 2 OWN GRACE (SEE NOTE 4) TOP OF PAVED •.. 1 112 MIN t E 3t8" ON)STEEL 3MB" SURFACE � Copper Soldorless 318' (IN) STEEL" F '<' LDS SUPPORT (T Pj - -' COVER PLATE - TOP 12F BAS€ CrIMP C*nnodOr COV€RLIP PLATE -' I -� (SEE NOTE 3) T_" LID HOOK COURSE Equiprmnt Bonding V ) V W L ° L4V , Jumper (See Note 6) SHEAR STUL4 N) HEADED ANCHOR 4p 38H29 �� See Contract for conduit I -------- --�, � Y WIELDED WAARE �S 4 size and number FABRIC (Tire.) o w •° I+ M 494- MONWrt.9 LID HOOK t'---Fr:'NOTET I J >�. I Al LLI Q if I I .-+1 1 4y77I 1 F '- I 1 I (SEE NOTE s) I .il MAxI I 2 20 w T T U. I CRUSHED SURFACING PASE �+ ire,e' COURSSE OR TIP COURSE) - PER J` rW, w ;,�; fTANOARD9I�ECIF ATIDN'�03T <<•, 1v % G. &PVC ORE CONDUIT ' 1 --------------- --_--_ SEC'flt?N A ------ �� Op AS f `r' 63 w GIST ERti���� I�NAL �� r "�' t` T, (8 GAGE) (SEE NOTE 10) ] Ted ' Also Ted 931AM WELDED WIHOOP U"4 W19 (B GAGE) � LCIGRLILk O LID STANDARD ..;I - L (SEE NOTE 1Dj DUTY JUNCTIIDN BOX - C TYPES I Sw Z �� STANDARD (PLAIN J-MI-'10-04 SH€IET 1 OF 2 SHOTS APPROVED FOR PUBLICATION ' . A 6G3:12 FM SECTION Gm MATeP»IMIm w4m9ra3llan °Sidi I[fMW1Mrnl'R1 Try pR,la_6m (CONDUITS NOT SHOWN) 7rtranSPOGROUP 12131 113TH AVENUE NE, #203 (TEL) 425 821-3665 KIRKLAND, WASHINGTON 98034 (FAX) 425 825-8434 I� REVISION 3r1b Pit 1,2 r3M ZV FRAME -LI31WWOMx i 912'014x3116"(INj I LID SUPPORT - W16- (IN) MIN. THICK /- 11r 014) STEEL COVER PLATE Y 3M8 V q (TyP I e GROUND STUD WITH 2 NUTS 114 ! 2 WASHM (IYP.) (SEE NOTE 4 (SEE NOTE 7) Q VVW - TIED IN 2 K) PLACES TO HERDED Q ANCHOR SHEAR STUD (SEE NOTE 10) I q EQUIPMENT BONDING JUMPER •) No v a 3W ON) x '3° (WN) HEADED V ANCHOR SHEAR STUD - d WELDED TO LIP PLATE q v (SEE NOTE 10) 7 HEX COUPLING NUT - S. S. 5FW8 NC x 718° nN) WITH S. S. SMS INC x aW ON BOLT AND 4 EACH S. S. VMSHERS (TYP.) DETAIL 1, C ) r ATTACHMENT OF EQUALTERNATE IPMENT 3111 ) BONDING JUMPER 411' OR STEEL I, 6' _I HANDLE STOP WE NOTE NOTE 7) COVER PLATE j I- (I x 3 ON x 114° n LLD I I r 9W (IN) DIAM• I i HOLE (TYP.) ------------------- S. S. PIN NTH SNAP . RIND C3RC)iivE (11rP.) TOPVIEW S. S. FLAT AM�'SHER O YP°) HANDLE STOP MD S. a SNAP (RING (TYP.) � 112" (IN) STEEL HANDLE - BENT 1FZ' (IN) f� COVER PLATE STEEL ROD, FLUSH WITH LID (TYP. O' HINGE DETAIL (TYP•) V4 ,- nM x 1• 014x 1a' ON) C".) - ! 518' (IN) x 1" nN) FIiDNTwEYIr u VERTICAL SLOT HANDLE DETAL .L WILT PLATE CHANNEL 71f1 1f1 rs-.1,91$"� 2114° la- "13 x1 12 S. SPENTA HEAD BOLT 3Ms 111 I ' i .I. AND 1W (IN) S.S.FLAT WASHER 1� LID SUPPORT - 319E {iN) MIN. THICK i - -_ I HANDLE - SEE DETAIL® FRAME h L 1 314° pN x i 112 -13 x 1 112 S. S. PINTA fir ON) x 1" ON) 13N" (ITQ DUN. HOLE d� 1t2" nN) x 3Mir n1 I HEAD BOLT AND 1R' (IN} VERTICAL SLOT 1RY 014 STEEL COVER PLATE - 011 if w, S. S.A FLAT WASHER 112' (IN) STEEL COVER PLATE M? 3M® SHOWN CUT AMY FOR CLARITY r'r t I ! FRAME - L 1 SW (IN) x &1e 3M8 ,. In" nN) x 3M8' ON) � V BOLT PLATE Y . l LID SUPPORT - � �� 39e20� �. CHANNEL 1l4 3116" nNi MIN. THICKNESS �' GISTg�` q a (TYP. ,..,, F9RNDLE STOP - I Ot1TAL Me 1 f x 114" (IN) BOLT PLATE CHANNEL - - ' A 25 2016 5: 10 PM Q SLOTTED S S CHANNEL WELD TO STEEL COVER PLATES In WITH S. S. CHANNEL NUT +5 man ANDWRING - GWtiIGnIIItlso-iLaD STANDARD TIED IN 2 PLACES TO HEADED ANCHOR Zf nN) x T (IN) HEADED ` ' DUTY JUNCTION BOX SHEAR STUD ('SEE NOTE 10) Q ANCHOR SHEAR STUD - 1!4 q q WELDED TO LIP PLATE SW (IN)1" {IN) a TYPE A ( NOTE 10) Il (HORIZONTAL SLOT ♦. STANDARD (PLAN J-40.30-04 q SLOTTED S. S, CHANNEL SHEIri 2 OF 2 SHEETS WITH S. S. CHANNEL NUT AND SPRING APPROVED FOR PUBLICATION DETAIL (Ct a '0�..�' erATeeelta c"Nug DETAIL O ISE7METRIC1rlE 1v ; WMalxyax, ftft D"W-W a1Tra-pQA_-- ` 12 -13 x 1 112 S. S. PENTA HEAD LID LIFTING NOTCH -114 x SW 1W LID LIFTING NOTCH 2' 2112" BOLT AND 12' S, S. FLAT WASHER I 3M8' LID SUPPORT - L SHAPE SHOWN 13M" DIA11L IHOLE 3W STEEL CAR PLATE - 318" STEEL COVER 318" STEEL (SEE NOTE 3) 3Mtf 2' x IMI - 3 GAGE � � 1518 BOLT RATE C1#ANAtEL SHOWN CUT AW kY FOR CLARITY LIP PLATE COVER PLATE /;jEL SPACER - SEE DETAIL ) 31W STEEL PS -13 x 1 112 S. S. PENTA HEAD PLATELT AND 11r S. S. FLAT WASHER 77 3MS TyP.) x (TYP, 3MS 1 112 1B , ° a 1 3146 1 I HORIZONTAL 2'x1•-3GAGE LID SUPPORT Q. a 7 11871 � €T D� SLOT LID HOOK 01 -if - STEEL SPACER ' -(L SHAPE NOTE 3� OM 1" x j" x 3Mbl ANGLE S 1 1J2 SLOTTED STEEL CHANNEL • - SEE NOTE 6FIORI4NTAL SLOT 3118 `. H€xi COUPLING NUT VPM -WELDED LID SUPPORT - 3118 4 L SHAPE SHOWN WWVR-TIED IN 2 PLAf LID BOLT DOWN TO LIP PLATE . I , 6 ' (SEE NOTE 3) TO EACH HEADED 150 SLOTTED S. S, CHANNEL ATTACHMENT TAB d ANCHOR SHEAR SWO ams Me WITH S. S. CHANNEL NUT -SEE DETAIL OOP 1YWELDED RRE tom') a� HEX COUPLING NUT AND SPRING ( ) WWR4x4�NW2OxLrW2.+J 4 DETAIL { F) W2.9 iS GAGE) � (e E)'- SEE NOTE 10 1 `� S. S. NI S NC x TO MTH ALTERNATIVE 1 SHOWN -SEE TE 1 SECTION (C) S. S. rAC)MS x 3141 BOLT 31B' x 3' HEADEDANOHOIR LID IfC3LT DrxHWitil ATTACHMENT 8 (3 EACH) S. 5.6M8' PERSPECTIVE VIEW SHEAR STUD - WELDED TO TAB - SEE DETAIL FLAT WASHERS LID SUPPORT - , W LID LIFTING NOTCH LIP PLATE DETAIL ( IE ) LSHAPE SHOWN N- 1 ALTERNATIVE 1 (SEE NOTE 3) 311b" 3118 ALTERNATIVE 1 SHOIrIIN IJD BOLT DOM ATTACHMENT TAB 112 -13 x 1 U2 S. S. PENTA HEAD (SEE NOTE 12) 31W ,STEEL COVER LIP PLATE 112 -13 x 1 iR S. S. PENTA HEAD BOLT AND lir S. S. FLAT WASHER BOLT AND 118' S. S. FLAT VWASHER 1 318" DWk HOLE r ! LID LIFTING NOTCH - ipC x 3W- am1S" DIAM. 2' L 2" BOLT PLATE CR ANNI`L 1' HOLE 912' 4 SEE DETAIL 31B" STEEL COVER PLATE BOLT PLATE CHANNEL SHOWN CUT AWAY FOR CLARITY K SEE DETAIL SW x 1" 31W�VERTICAL TR - TIED IN 2 e SEE 140TE 6 (T7°P. 3Ms 3M8 1 912 � � 7�Tx 3W � � ` I i I SLOT (PLACES TO HEADED LID SUPPORT- L SHAPE r ANCHOR SHEAR STUD SHOWN (SEE NOTE 3) " WWR4x4-W2AxM.9e y EXPOSE LIDBDLTDI9WN �L1 QM Ems. �- SP. SUPPORTANQLE TO ATTACH EE NM 10 a LISOLT DOWN � �, � ALTERNATIVE x LI0 BOLT DOWN 2" x Y x 114- HEX COUPLING NUT ■■'' 3W x 3" IHFnrwFn S. S O x 7d�1" WITH ATTACHMENT TAB 31 ANGLEATTACHMENT TA9 1R' S $.HEX NUT ANGLE El ANCHOR SHEAR S. S. WIG N" BOLT -SEE DETAIL C x W'4Me" x 3141 SLOT STUD -WELDED 3 S. S. 5MIV IFLAT'WASHER LID BOLT DOWN SUPPORT SEE NOTE 11 BOLT PLATE CHANNEL TO LIP PLATE LID BOLT DOWN SUPPORT ANGLE - r x V x 1W ANGLE 112' & S. HEX NUT /*,, ANGLE -1 11r x 3" x IM ANGLE DETAIL l F 1 �'� ALTERRNATIVE 4IaHOWN �(T'YIP.) i0t4Lp DETAIL ( E ) (PERSPECTIVE VIEW 118 mE e ALTMMYM 2 3HDM ALTERNATIVE 2 112 -13 x 1 112 S. S. PENTA LID BOLT DOWN ATTACHMENT TAB � � Jill, HEAD BOLT AND 11r S. S. FLAT WASHER 3Me' 1 118' '+ 2" I 112 -13 x 1 112 S. S. PINTA HEAD BOLT (SEE NOTE 42) 3W STEEL COVER LIP IPLATE 1 11B' x r VERTICAL SLOT AND 10 S. S. FLAT WASHER VERTICAL SLOT 61 3F48 � - STEEL LN� UT °STEEL 114 STD PLATE `� "ANGLEC ��1 R��'� 0��� 3 115 AWAY FOR CLARITY J'diyAl. [4 d �P) ry 114" STEEL PLATE 3M6 1112 T �Y•lr 3118 1 112 I STEEL MOLE LID SUPPORT - 4' 3 314" whoa OCIUNG LID D JUNCTION BOX STANDARD WWWR-Tl®IN2 a LSHAPESHOWM 'v PLACES TO HEADED a w'1S 118' x WANGLE (S� NOTE TYPES 1 A 2 ANCHORSHEARSTUD 4 1WSTEELPLATE tT�-) •' a i " fT_ STANDARD PLAN J-".10-W WWYR 4x4-W2.9xW?_9 ' a . 0 IM" S. S. PLATE - ' (TYP.) i0 GACQ LID SUPPORT - L SHAPE SHOWN 3W RADIUS 11a SHEET Y OF 2 SHEETS - SEE NOTE 10 (SEE NOTE 3) 118' x Wr ;STEEL ANGLE 1W S. S. APPROVED FOR PUBLICATON =RIGHTANCaLESHC9lMN, HEX NUT Uffx314 BANGLE ANCHORSHEAR DETAIL F MIRRORIMAGE rNGLE ALTERNATIVE 8 -MIRROR IMAGE FDR p O� �fli LPN 3 �D- DETAIL U 0LEFTANCiLE RECORD DRAWINGS LID BOLT DOWN ATTACHMENT TAB TO LW PLATE ALTERNATIVES SHOWIOI ►tLTERNw't7iVE 3 Sl1C)wTl is W�1nylLx+ iS>�Li ID�almi�m ail hgnipu PPE V,E1 (SEE NOTE 12) T-396104 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: DESIGNED: RDM DRAWN: RDM CHECKED: RWP BY I DATE AP P R APPROVED: SCALE: NA ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. MEADOWVUE_ILLUMINATION MEADOWVUE_PLAT ILLUMINATION -PLAN T U C) T C) C) T Q J r W DATE: 2017/10/10 nELDBOOK: BOOK O PAGE' PAGE 0 DRAWING NO: L0 4 Lu SHEET: OF: 4 OF_4 5 G