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HomeMy WebLinkAboutT-384709L0 52 O CL 0 0 In r- Q D Z cr) 00 z 0 W �114 1 _6j L;j CL (A (X w -n 0 CL 0- C 0 hoops E-4 ------ #4 her earn coater CzD -13 rry -D rM < M-M—En q 0 > 9 x ;P �•--3/8` clorneter plost;c drain, Im L;j CD M z M 0� 00 C) C C: 0.11B8 WALL BRACKE7 ALUM. ALLOY 160613--16 1/2" BNIC LOCKBOLT LU S ILI' J 0 1 N T lie 4-1/2" 0'0� 1 __9 -'1. 1 'AD'I ED ALUM. POLE 6 T6' 'WAI ALL S'4T !IN 1G"7R'0U.N-3' FINISH '151 HANDHOLE. 4 " x 6 " 0 PE N1 N C AND S,S. SCREWS BASE FLANG�"_ ALLOY 356—T6 W1 "-I 801-T COVERS & S.S, SCIEWS SIZE AS REQUIRED — --- - ------------ - - ---- - -- - i 1; 4 —1 0. 0, L RADIUS 2 P S L I P F"Il ! "ER 40 2 1_3 3) - - as 3 SHAF-7 GRO U N 0, L L J1 G _111'-6" --- - 1 11 — 1 "I " I I SQ. . 1 1.- -r 0 12" DI k BOLT C,l R P\1 L, E 1 4 1i OF BOLT ABOVE 4" CONCRETE 7 -AD I NLI SH �EU R AOEL 'IT '77 1 J4'4"I"x42" 18NC r3AI V. STEEL ANICIHC:F' 901 T!3 WI ITH NU AND WASHEPS a 01 57 it PUBLIC WORKS STANDARD 2& - 40' DAVIT` POLE DEPARINEXT 2* CONDLQ'! T EN "FIR, AREA - - -- ------- - -- - ---- 4 SIZE TO OF SIZE TO RT CASINET CAME-; J ----Grade Level 4 j 4 FRONT VIEtti 2DE--vt mv STREET LIGHT CONIA-CTOR FOUNDAI.]Og — shim to ' alumb See Note 3 #4 hoops 1:Lcr each rorr"er MIN, 1 " to 2" diameter piostic aaln SQE VIE V! -- — ---- C I� - LO IN + #4 bir each rarr.er to "'lunrlb -n 0 /,--Shirr M o -See Note 3 +i hoops LL. MMM 0.11B8 WALL BRACKE7 ALUM. ALLOY 160613--16 1/2" BNIC LOCKBOLT LU S ILI' J 0 1 N T lie 4-1/2" 0'0� 1 __9 -'1. 1 'AD'I ED ALUM. POLE 6 T6' 'WAI ALL S'4T !IN 1G"7R'0U.N-3' FINISH '151 HANDHOLE. 4 " x 6 " 0 PE N1 N C AND S,S. SCREWS BASE FLANG�"_ ALLOY 356—T6 W1 "-I 801-T COVERS & S.S, SCIEWS SIZE AS REQUIRED — --- - ------------ - - ---- - -- - i 1; 4 —1 0. 0, L RADIUS 2 P S L I P F"Il ! "ER 40 2 1_3 3) - - as 3 SHAF-7 GRO U N 0, L L J1 G _111'-6" --- - 1 11 — 1 "I " I I SQ. . 1 1.- -r 0 12" DI k BOLT C,l R P\1 L, E 1 4 1i OF BOLT ABOVE 4" CONCRETE 7 -AD I NLI SH �EU R AOEL 'IT '77 1 J4'4"I"x42" 18NC r3AI V. STEEL ANICIHC:F' 901 T!3 WI ITH NU AND WASHEPS a 01 57 it PUBLIC WORKS STANDARD 2& - 40' DAVIT` POLE DEPARINEXT 2* CONDLQ'! T EN "FIR, AREA - - -- ------- - -- - ---- 4 SIZE TO OF SIZE TO RT CASINET CAME-; J ----Grade Level 4 j 4 FRONT VIEtti 2DE--vt mv STREET LIGHT CONIA-CTOR FOUNDAI.]Og — shim to ' alumb See Note 3 #4 hoops 1:Lcr each rorr"er MIN, 1 " to 2" diameter piostic aaln SQE VIE V! -- — ---- C I� - LO IN + #4 bir each rarr.er to "'lunrlb -n 0 /,--Shirr M o -See Note 3 +i hoops MMM ------ #4 her earn coater CzD -13 rry -D rM < M-M—En 6" NMN iLJ11 to 2 0 > 9 x ;P �•--3/8` clorneter plost;c drain, Im z CD M z M 0� 00 C) 111111 > CA ru 40 0.11B8 WALL BRACKE7 ALUM. ALLOY 160613--16 1/2" BNIC LOCKBOLT LU S ILI' J 0 1 N T lie 4-1/2" 0'0� 1 __9 -'1. 1 'AD'I ED ALUM. POLE 6 T6' 'WAI ALL S'4T !IN 1G"7R'0U.N-3' FINISH '151 HANDHOLE. 4 " x 6 " 0 PE N1 N C AND S,S. SCREWS BASE FLANG�"_ ALLOY 356—T6 W1 "-I 801-T COVERS & S.S, SCIEWS SIZE AS REQUIRED — --- - ------------ - - ---- - -- - i 1; 4 —1 0. 0, L RADIUS 2 P S L I P F"Il ! "ER 40 2 1_3 3) - - as 3 SHAF-7 GRO U N 0, L L J1 G _111'-6" --- - 1 11 — 1 "I " I I SQ. . 1 1.- -r 0 12" DI k BOLT C,l R P\1 L, E 1 4 1i OF BOLT ABOVE 4" CONCRETE 7 -AD I NLI SH �EU R AOEL 'IT '77 1 J4'4"I"x42" 18NC r3AI V. STEEL ANICIHC:F' 901 T!3 WI ITH NU AND WASHEPS a 01 57 it PUBLIC WORKS STANDARD 2& - 40' DAVIT` POLE DEPARINEXT 2* CONDLQ'! T EN "FIR, AREA - - -- ------- - -- - ---- 4 SIZE TO OF SIZE TO RT CASINET CAME-; J ----Grade Level 4 j 4 FRONT VIEtti 2DE--vt mv STREET LIGHT CONIA-CTOR FOUNDAI.]Og — shim to ' alumb See Note 3 #4 hoops 1:Lcr each rorr"er MIN, 1 " to 2" diameter piostic aaln SQE VIE V! -- — ---- C I� - LO IN + #4 bir each rarr.er to "'lunrlb -n 0 /,--Shirr M o -See Note 3 +i hoops O > ------ #4 her earn coater CzD -13 rry -D rM < M-M—En 6" NMN iLJ11 to 2 0 > 9 x ;P �•--3/8` clorneter plost;c drain, #4 �,�v each car ner PLAN VIEW ELAN VILW PAID MLOW4T PAD MOUNT Ct ER Z-AIINE1 FOUbMA719N BATTERY, SA P YA tffl_$� FWNPATI -ON STD. PIAN PUBLIC 'WORKS CABINET FOUNDATION DETAILS ROVEI� I)FPARTMENT fff - .Y D "COFf A;_'�t K*£ M*11�. Al"I"R11F.SS ' I& M4 VAL ON WF + NA,*-'tJ'� li WiTi AN A/ .................. *"L,_" --'--""-----""""""""""-""-"L"--'-"-"--"'* .................. rx.......... fEE I# ................... 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I'RE'AK I C.0n.6,ilk 6ar V-'* conkrohw Ono uonwtor cob;nub shW b.&, irsstof: o P L the <ontract plons, Rk" D*.).- 2' Vw. -i .............. ....... 01300e'� Out Ow, tbt i*Vadoft%. .......................................... . ...... .... 6. Concxztu %&* 1.6 002'& 30w. ENCLOSURE CONSTRVPI" NQ .... 7. z' conduit sn-410 bs. plare, Yf*M the 0s#.• %'Drnbined r Eco) <:Wn01 F'ho$f mve 0 4 JgOM'j�tet P�"tjrL 'If.2in pipe, .............. . ................. .... ften a4 threl* to I'm. �rssWied and 'Jpw�e 00wq, 0 U im a12* 1. oi. K A"�II(W K-3ASE 1"JAN 1 Z R = 384754 0 OWNER/DEVELOPER: CrTY OF R1ffC_.-;NT0N IKEA PROPERTY INC CEPA NT OP` �C WG7�IMCS C14 to 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 C3 6 A R: X WA.SA M*4ATM PLAN z z f •. CONTACT: DWIGHT E. SLATON C���l FOR U 4V Z z J'� 0 CONSTRUCTION MANAGER DE7AJLS 0 0 CITY OF RENTON, NAVD 88 TO CITY Y STANDARDS :'< - 0'. P: (610) 834-0180; C: 303-549-4623 r12 Yzz r -0: 0 Fn Fn Approved by: Date E: DVKNT.SLAT0Nd1KEA.CQM 'PTENW IKEA REDE"��LOPMEiNT, NTONI, WA. r CALL2 W0RK01 61003' DAYS 0% �, 3 0: E�j EJll 8EWC*#AAW: ;1\ % ENGINEER: Transportation Engineering NorthWest ,a 0-1s. Im-` ^-. TDR CITY OF RENTON CONTROL Approved •by: Date -1 LOWS &.'2 IS, TRANSPORTATION ENGINEERING NORTHWEST Transportation Planning I Design I Traffic Impact & Operations DA7E 8 w.U15001266 .2_Z 10/2015 KA Yw POINT NO. 1864 WAS HELD ✓ a ONAL 11400 SE 8TH STREET, SUITE 200 DIN TDR - Approved by: Date BELLEVUE, WA 98W4 cNeam GMD — 0 FOR ELEVATION, BEING CONTACT: GLEN DuSREUIL PIRD MOCK PAGR_ z 8fl 19.488 FEET (NAVD88) Approved by: Date P: (425) 250-0582; C: (206) 295-6776 84W 9 crio I E: Lww&wMEbK&Qk 1011111111111MM OF PY" warms z -n 0 M o z ir ir O > C CzD -13 rry -D rM < M-M—En 0 > 9 x ;P 00 Im z CD M z M 0� 00 C) En > En -n 0 O > CzD -13 rry -D rM < M-M—En 0 > 9 x ;P 00 m CD -C 0� 00 C) U rn Ln ii CA ru En -n 0 O > M-M—En m CD -C 0� 00 C) rn Ln ii CA ru En ti -n 0 y0Mc 0M 9 M-M—En ti