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SE 1/4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M. <br /> 11 <br /> L <br /> NEW INSERTION POINTS <br /> 471 I POINT # FINISHED GRADE NORTHING EASTING DESCRIPTION <br /> \ <br /> ELEVATION <br /> I 901 573.73 342701.94 1290718.56 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> I 471\ l_`_ 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 /> s0 00 N 7 <br /> 905 573.42 342651.77 1290754.55 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> \ I I _�°33'29" ..,, \`3' \\-- .\\ 906 573.34 342638.77 1290763.87 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> 1 907 574.41 .342596.34 1290705.52 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> 0.2 3' 51 <br /> i 00 908 574.37 342589.84 1290710.18 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> i 1 CORNER SHELTER AND SIGN 909 574.33 342583.33 1290714.84 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> I ABOVE GRADE FEATURES ONLY <br /> i DEDUCTWE BID ALTERNATIVE. 910 575.74 342606.34 1290655.25 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> F , 911 575.79 342598.34 1290655.22 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> S? \\� 912 575.84 342590.34 1290655.20 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> R39.7' 00 FOR FRONTAGE IMPROVEMENTS & N 913 575.24 342471.75 1290690.53 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> 70 9 R28.4' CHANNELIZATIDN INFORMATION ON \\ <br /> -5(' STA <br /> ST SW STA 52+00-62+50 SEE FP1-FP2 \ <br /> N 5 914 575.03 342471.63 1290698.53 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> 6 ' 'pry & PV1-PV3. N� 915 574.82 342471.50 1290706.52 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> R5.O' 1,SR 635 7 �3.0 39 \\, 916 573.66 342519.22 1290760.14 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> N <br /> 1 • x N 917 573.58 342512.72 1290764.80 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> _. R2 .4' '<; ��. 6"SO 1-1 78'�9 j6�1 GO <br /> 'Sh 40 45 �. \\ <br /> L 1 �+ N <br /> 918 573.50 342506.22 1290769.46 CENTER OF PAIR OF COLUMNS SEE ARCH PLANS <br /> R4C.6' 16 .% . , i� - 633�® .51 •■, 41 �y \\ 919 573.73 342706.16 1290712.74 TRASH RECEPTACLE <br /> 506 I , `L6 ®6.5 e,1 4�Al- S \\ 920 573.76 342707.46 1290714.62 LUMINAIRE <br /> 77 <br /> 1 <br /> o. R75.0' 1767 <br /> 31J 16 h3.4. R57.OQ1 <br /> ' 200' �6}R/g0$'�o6 hN \�� pL3.0 0 <br /> 0 \S \\ \ 921 573.31 342633.13 1290767.90 LUMINAIRE <br /> E ! l''' i n �13.4' °, 28 A6 \ ♦•y09° � \\� >A \ <br /> 16 30 I rn it I 509♦ \ 6.0' CO VOO A, \ <br /> 0- ', I x ♦ s. SIDEWALK \ <br /> • <br /> 1 <br /> �6ti 159 0 6 06 Q \ <br /> a1 �90 �' <br /> 14.� I 1 FLOW LINES x O 156 \\ <br /> R 75.0' <br /> 3.5' `919 \ \ <br /> li PLANTER 1ST. <br /> \56 SEE BSP2 FOR • <br /> - <br /> _ 6 `� or:5 23 I 175 I 6O \\ x6,, SAWCUT LIMITS o \\ <br /> m 1V A • <br /> \ 158 NT _ \ <br /> 3 ®6ti2 I \\ a° p <br /> 9 \\ O <br /> a Vf 1i 12 ' h :i \ <br /> 161 � 'x--'r640 20' FACE OF CURB \\ <br /> m TO FACE SEAT WALL (y \o 6'S 66 A. 06 \ <br /> 3 <br /> 40' 67- X.. y11' V A <br /> e5�� I �� i 612° \\ ?. \\ LEGEND <br /> ` SEE BSP3 FOR \ 0 \ <br /> o` I + I I I I 96 \`-6'�670 SAWCUT LIMITS ` ,' c�1ti \\ \\ CONTROL POINT SEE POINT TABLE DWG CP3. <br /> - 12.8. ®6rLOF 111-` ig 0 669 .-. ` \ ♦♦♦ `k 16 cD1� 1° \\ \\\ <br /> r I I 91, ®66i 1861 x 1, \ GENERAL NOTES: <br /> o° 12 \ � \\\ 1. SEE SC1-SC2 FOR ADDITIONAL CONTROL INFORMATION. <br /> 9 ` <br /> 19Or3 .T 1 1-1I g0\R�168\. 5 �\49 00 \ <br /> a° SCALE <br /> 6%\9 8.5 i <br /> x• \\ 643 532 \ \ • • • • ■ <br /> Ri <br /> 4.1 12.8' 1 I 8.5' x 60 185 x 6 x 6Ak 531 \\ 1- \ 20 0 20 40 <br /> a 6y�5.8 I i I \ >� 163-�\` 50� 530� ' \\ `J \\ FEET <br /> r MATCHLINE SEE SHEET CP2 y <br /> 811 <br /> ® �088 <br /> U_ <br /> X <br /> Know what's below. I <br /> E °1 "A r,?,9 CaII before you dig. <br /> n 2/8/17 ADDENDUM NO. 1 MS DS k c ' Drawing No. <br /> \ 3/18/17 CHANGE ORDER NO.1-RESPONSE TO CITY PERMIT COMMENTS p E RTE ET =,` m Drown By Date SCALE COMMUNITY TRANSIT CP 1 <br /> !\ MMC 10/14/19 <br /> 7/19/19 RECORD DRAWING REVISIONS AY BC o r o n ,/ /•7,e %. Designed By Ho: <br /> 5 9/23/19 ADDITIONAL BUS SHELTERS MC MM COmmunItytransit 22,,.p54923 ' MM 10/14/19 <br /> SEAWAY TRANSIT CENTER _ <br /> -79 2707 COLBY AVENUE,SUITE 900 . 4.01570,, Checked By Vert Sheet No. <br /> EVERETT,WA 98201 fs/ONAI. EN\'\ BC 10/14/19 - / </ 10 <br /> v No. Data Revision 425.252.7700 I 800.615.9900 Approved By Project Number CONTROL PLAN Jv� 71 <br /> o By Appr. 20160067.001 1 <br /> of Total <br />