Laserfiche WebLink
, <br /> SE 1/4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M. <br /> . y <br /> 1 t_ NEW INSERTION POINTS <br /> 11,71 1 FINISHED GRADE <br /> POINT # NORTHING EASTING DESCRIPTION <br /> ' ,cw I I LEVATION <br /> \� �� �,� j I 901 573.7E3 342701.94 1290718.56 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> 1 1 902 573.65 342688.94 1290727.88 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS_ <br /> 903 573.57 342675.93 1290737.20 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> \\ 904 573.50 342664.78 1290745.23 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> \50 00 N 7g. \\ ' \ 905 573.42 342651.77 1290754.55 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> \ 1 - 33'2g" 3. 906 573.34 342638.77 1290763.87 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> 1 7 Q 23 Si \\ 907 574.41 342596.34 1290705.52 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> i 00 908 574.37 342589.84 1290710.18 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> / CORNER SHELTER AND SIGN 909 574.33 342583.33 1290714.84 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> ABOVE GRADE FEATURES ONLY <br /> / I DEDUCTIVE BID ALTERNATIVE. 910 575.74 342606.34 1290655.25 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> �� 911 575.79 342598.34 1290655.22 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> \ <br /> I a52 \ 912 575.84 342590.34 1290655.20 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> 0 FOR FRONTAGE IMPROVEMENTS & \ <br /> 10 9 RR28r4' 0 CHANNELIZATION INFORMATION ON \\\ 913 575.24 342471.75 1290690.53 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> 75TH ST SW <br /> y6 \ 5 914 575.03 342471.63 1290698.53 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> �• STA 52+00-62+50 SEE FP1-FP2 \ <br /> 6 , �$ & PV1-PV3. \\\ 915 574.82 342471.50 1290706.52 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> R5.O� \'SR 635 �- �`3.O 39 \\ 916 573.66 342519.22 1290760.14 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> p <br /> I *I , 8NAJ 178 179 \' 1 __.__ y' \ 917 573.58 342512.72 1290764.80 CENTER OF PAIR OF' COLUMNS SEE ARCH PLANS <br /> R2d.4' : 178k„o_i_lo__I�9 �6}9" _ v40 45 �' \ \ <br /> -- t .(�,• 918 573.50 342506.22 1290769.46 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> 1 R4C.6' ll\y • "53, � 633-'® 'y�\■, 41 vry \\\ 919 573.73 342706.16 1290712.74 TRASH RECEPTACLE <br /> 506 -' I ',.16 _ �' ®bya 0 4�ati S \\ 920 573.76 342707.46 1290714.62 LUMINAIRE <br /> �- 177�/� II ` 636 ••?`6go a3 \ R31 • .3.0 O Q \\ 921 573.31 342633.13 1290767.90 LUMINAIRE <br /> o. I R75.0' 176/ 1 h3.4'-� R57.00 20.0' ya�//y06;,� as ` �` PLANTER O \� \\\31-- y ` <br /> E �6ry0 m I 28 a" D •'gV9" � \\ �'V)e \\ <br /> �6 30 rya / I 'u,. 'S I \09 N - \�\ 6.0' co, V Q V, \\ <br /> I I . N. SIDEWALK -�O \ <br /> 16ryy 1591 • • <br /> •y 0° \\ Q A \ <br /> PPP . 1 Q,S7,, \\ <br /> a R75.0" 74 FLOW LINE�� .LO \ 156 \ <br /> U <br /> I 3.5' I I \`,919 \ 0 5 \. \\ <br /> p I w 4 PLANTER I I g SEE BSP2 FOR 1ST. _\ <br /> > y •I6ry'5 23 I 175 6p \` x6a�2 \1 SAWCUT LIMITS 0 \ <br /> d 6 <br /> CO \,` 156 !y S� \\ <br /> \\ \ <br /> a N Ia \Lie <br /> V x6 <br /> U 6175 29 1,1 R10.\' .90a ly \\ <br /> d <br /> I 4 ',6 it 2v I A• \ <br /> `� -14'-'I -toil <br /> I ` CP \ \\ <br /> 12' �-- I y�® I R20.OI6a 6y 187� \61 \ "x- 640 20' FACE OF CURB <br /> o I '.\ TO FACE SEAT WALL !y \\ <br /> >, I I tC5 �671 66 \ 906 1 \\ <br /> �� 62 x e.i V <br /> Ia ti° \ ` \ LEGEND <br /> 11.65f,-I <br /> 6 ` SEE BSP3 FOR \ `' o A A <br /> 0 1 "S I r I rl _ 6 670 -SAWCUT LIMITS R x4\ \ \\ .* CONTROL POINT SEE POINT TABLE DWG CP3. <br /> y 0 ti 9 669 ���, �-�,- ! 62 yN�o \\ \\ <br /> 12.6' ®6' 1�7 E kvv3 v <br /> E I gv, ®66���� 186� :.� xy s vv GENERAL NOTES: <br /> cEE 1 I l 1ry \6 K �� \ 1. SEE SC1-SC2 FOR ADDITIONAL CONTROL INFORMATION. <br /> 9 <br /> 19.T I L_ `'°�+9�188`. 5 �\49� 0 \\ <br /> �0 • SCALE <br /> �9 B.5' I �\ r643 532 \ <br /> ry •6I 1 8.5' 8.5' 6 54 6a'` ! �a \ ■ ■ ■ ■ ■ � <br /> 12.8' x 6 185 �\ x. x 6a 531 \ v \ 20 0 20 40 <br /> 16y-528 16350 530 . A\ \\ FEET <br /> 1 1 1 <br /> E MATCHLINE SEE SHEET CP2 811 . NAVDJ <br /> Og E R r is Know what's below. I <br /> E /i 2/8/17 ADDENDUM NO. 1 MS DS k�°F A ,9� Cali before you dig. Drawing No <br /> 3/16/17 CHANGE ORDER NO.1-RESPONSE TO CItY PERMIT COMMENTS MC DS - �, Drown By Dote SCALE COMMUNITY TRANSIT <br /> MMC 10/14/19 <br /> ry 7/19/19 RECORD DRAWING REVISIONS AY BC P E RTE E T -o+ } o} 4 ' e,, += Designed By Horf¢ SEAWAY TRANSIT CENTER C P 1 <br /> 9/23/19 ADDITIONAL BUS SHELTERS MC MM communi\y L ra n s it �'p R 5494} o. MM 10/14/19 1"=20' <br /> 2707COLBY AVENUE,SUITE 900 '�fs�ci�Ea�G\� Checked By Vert Sheet No. <br /> oEVERET'E WA 98201 NNAI E� Approved By 10/14/19 Project Number 10 of]1 <br /> • No. Dote Revision App. 425.252.77001800.615.9900 20160067.001 CONTROL PLAN Total <br />