Laserfiche WebLink
ON IN <br />3.48 3.50 3.51 3�53 3,f,58 3.62 3.67 3.71 3.73 3.79 4 <br />168'-6" <br />91f 191-101IF I I ill 1 1 1 1 16il <br />5141 2 'Il 191-10j" 191-1 <br />2 2 19'-10-21" V2 2 <br />9 ----------- ------------------- -------------------- <br />If <br />-7-7-777 —/ 7—/ -77 —,7 <br />��,r7_,-77 7 —7 <br />ILL > <br />9 <br />0 0 F 0/'/'�" <br />F-------- <br />_7 - ----- <br />I <br />7 <br />f if <br />U.8 9 9 L/ <br />0 0 <br />0 <br />2 <br />Z" f <br />C? <br />A <br />PANEL WASH SECONDAM NDI CELL Qf�HW <br />4 <br />77-- 777-- <br />'Y <br />< > >/ <br />/77�77 <br />cp <br />7_71 <br />�Z' 7 7 7 <br />X x''', ,, /' , /" ''­/-�\ "' ' I I /' I/ , / , <br />/ , � �:7 />77 <br />7/ 3,,__�' '�<77 -7 -7 7/ 7' 7, 7, 7 --/, _7 7 <br />Z-1 <br />77-77/7777" '77 77", <br />F7 F -9 7,77, <br />N F- <br />2 3 <br />-T— <br />T- 1 T_ T <br />_H t <br />ILT 4 <br />4-L <br />jl� 4 <br />TH 7 <br />-4, <br />- _'r FE - F-11 <br />L �m F1 <br />C? <br />(P11w) <br />-XISTING RAWL �,W` H EGONDAI YNDI ELL# ___r '17 <br />-1-4 J <br />CN I ffiaj�-Llj'-4 -H 1-1- <br />t <br />T F_ <br />'j, <br />17 <br />T-, F _'F IF <br />±14 _T <br />I - i I I P f --- —, -]- <br />+ 4'. 4-�- --1 3, -1- T� <br />7 <br />Ell FT I H_!-� r-[ I FI-1 FT­ <br />_Ti <br />+ <br />4 T-1, I T! 7 H "J'J, <br />j- ft <br />T j T 77 <br />�H 4 ll- 14- <br />_�44 7 <br />T <br />L' Al 1 4 <br />T-t <br />H-f -T <br />FFT <br />Tp <br />4 <br />2 J2 L: If <br />2 77, <br />7, <br />T__ <br />f- F <br />+ <br />+ <br />1 14- <br />P1 X11"Jitf, G VAN --L I�KIIVIAKY DI (PHN <br />1,- -1,1- 1,- -1- r_! j <br />F <br />_14 4 <br />T E�' 'll FPr_ -:1 1 1 �41 <br />�-T <br />H <br />L -1. F <br />­4- <br />41- 1-T <br />- RIP"o- F � j ; �� , , <br />41 4 4-i <br />7 T -i <br />4- <br />4-J-41 4- P:: L-LEE, 11211-1 <br />F '4_ <br />7T -- ---- <br />jl�_ <br />9 <br />I t <br />-7- <br />77; 1 <br />7-1-� <br />1- F7 <br />7_ i <br />­r, T-11 4-i <br />r 177 - 11 _I_ J__ ­J­ -I_ I <br />p <br />FT 1 -1-- <br />jT <br />:r Ti -I ItTr l i �k4 <br />-I- I j �11 -_� __ - <br />_1 t LTr- - -1 t <br />t 1 �j <br />IHN <br />'j- <br />-T�11 ]]q 'M G PANEL F DI 41,11" <br />_i4 _i4' �T F <br />7- <br />t I_A_f <br />t <br />1H 4 t <br />4 q 4+t 4-H <br />'--j- _±14 <br />Jlt: <br />:11 T __jl ]--I- <br />Lt L4 LP� 4� <br />-r IN -T <br />11 `1H 1-ILIF <br />R j_' I - ----- - <br />Lit E <br />[I-J! �_FT <br />j"I <br />x <br />4 <br />F49 I <br />h <br />J.58 Iti T <br />EXISTING PANEL POST PAI <br />3.67 3.71 <br />- _� � 7L/_ - - <br />FIE <br />P <br />L <br />F L:71 <br />J.85 __T 7 __j <br />SCALEA/8" = l'-O" <br />REMOVAL- <br />900 SW16th Street Suite 307 /0 <br />Renton, Washington 98057 David P. Balawajder <br />WA PE 28184 <br />RAW <br />SAW -CUT AND REMOVE EXISTING SLAB <br />CHIP AWAY EXISTING SLAB WITHOUT DAMAGING <br />EXISTING Z-BARS OR EXISTING ARMORED JOINT <br />SAW -CUT AND REMOVE SOUTH TRENCH WALL <br />CHIP AWAY TOP 11/2" OF EXISTING SLAB, PROVIDE ROUGHENED SURFACE <br />ET:> EXISTING FOUNDATIONS (TYP) <br />F-2 '-- EXISTING MONORAIL SUPPORT COLUMNS (TYP) <br />EXISTING CORRUGATED WALL PANELS AND GIRTS <br />L2__,-` <br />D:> DOWELED CONSTRUCTION JOINT, DO NOT DAMAGE PLATE DOWELS <br />WHEN REMOVING EXISTING SLAB <br />EXISTING TRENCH TO REMAIN. SEE SECTION ON SHEET S506-6 FOR <br />CONTINUATION OF TRENCH, <br />DEMO SLAB UP TO EXISTING ELECTRICAL PANEL <br />CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />0' 4' 8' 16' 24' <br />