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SE 1 /4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M. <br /> SCALE <br /> • <br /> MATCHLINE SEE SHEET CP1 20 0 20 40 <br /> \ \ U,o FEET <br /> r i .I 25' I 661 I 6189 Y��g 42 6p5 4,4 `` \\ O \\ <br /> 6\6 1 �8 R5.O' 6� 663 R5.0' p665 ® k6 4�,'' \ • �, \ <br /> +.50,�r E- - - -`�-t `•� l9 6 80 6i ```� SEE BSP3 FOR �t N6y\rt • ; .� \ <br /> 51'6 ,20 II RI& 10' 83 87 �6q `� SAWCUT LIMITS 52 x �4 \ CJ1. �; \\\ <br /> 617 I ®6\5 192 �95 �.6 62 6q 66 69 •6 `.`\ \ ��6\go \\ // \ <br /> 51' R2.0' R 1.0' 65 66 R 1.0' q0 \ x 5\5%� \ <br /> 25 660I 0 R2.0' ,4 \ \ <br /> w5 1 97 i4 R794.3, 124 N9,'S^6 11.0\` © j� \ ,60 \ \\ <br /> 11�5' 614� 9\ �. 164 xc>16 <br /> , \\ <br /> -5°2 I'- - - -0 1 . . 6.0119 sss �\`\:a \ LEGEND <br /> iI . T5 I657 96\ �� R2�, 122 • 0\... \784� e'l 155 �� \\ .* CONTROL POINT SEE POINT TABLE DWG CP3. <br /> P I R6.b'�99 6K (TYP) R6.0' �. \20 66 x x R15.0' O0 \\ <br /> R�10 106 R2.0' \\'5 114 \\° \ GENERAL NOTES: <br /> �� 1931 20.0' \ <br /> 105 \\6 \\6 152 \ CONTROL INFORMATION p + 65492112 R2069 \533 :\ "',, \ FOR FRONTAGE IMPROVEMENTS & \ <br /> 8 1 60 .R2. 6102 \Q 109 \O� R2.O' 11 /k ski 649 \p,9 \ CHANNELIZATION INFORMATION ON 75TH \\ <br /> ��0 5I9 103 • I"*9`'Sr9\ \608 R1.0' �' R6.0' 651�®"*' Ip 165J `. 1\ ,Q• 648 ` \ STAST S53+37-62+50 SEE FP1-FP2 & <br /> E 14, 2.5 2M I sp;` L_ J _ ,p 06 T ®691 J 148 �\ PV7-PV3. <br /> 5 - -T t - - �'1� \\ '12 R20.0' R2'1o5' 150 55 \\ \ <br /> R20.0' <br /> o 3J 673 6 58 56 R6.0' 183J .. _ 71 54 \ <br /> i 1 19 57 180, R3e.q. 21.0' \\ <br /> j 674 Ii 1 %-I 5 181-t 182� R10.0' \ )N\ \ <br /> d i \ 2. SEE BSP3 FOR 1 /X \\ , <br /> f 172J "` <br /> y I 155 R12• SAWCUT LIMITS - <br /> 1 cz, - - ,s>,,s,*\ <br /> 57 _ - FLOW LINE 57' 15.0'-x, „"` `_` \\ <br /> '2 I__ <br /> I FLOW LINE 21.0' \\ s) <br /> 66_ _ J -- - - 1 - - 28 �i./ O <br /> I _ - 5 <br /> a 35.0' {�25 --1- <br /> 9 1 I 604 7.5' - - _ R92.0' 7.5 1�p9 ` 5.5' <br /> 6p0. I\2 1 \26 h 61 1 _�� 517 _ 2� f 6 \ <br /> Pc I /i -I 130 ,. .w602 1 \ 1 5 \ 6p,f\'SN' 6p5 �6p ,'S6 606,'Sg `2 k'l._O� - ,� \\ <br /> i _ \� 3� \6 k 154 \ <br /> v p -! \ • 4\'S ��•\0 - 6 \,,,Net � 6 I 1 R99.5' \ \ <br /> 1 J �� ♦ �535 536 537 538 520 610 ��s 0b - - \ \\ <br /> �n CO 1( 1 539 540 3.5' <br /> tt 1 11' FACE OF CURB_ \ \ <br /> m I Q ♦ - _ - TO FACE OF WALL _ -22' ZOT 1 - - - 542 N \\ <br /> a 3 - _ 30' PROPE" \ <br /> 4 I 1a 1 i. - - - - - - - - 1. LINE -� \\\ <br /> \ <br /> 534 <br /> N <br /> 1 <br /> a,;, I I NARROW SHELTERS (2) <br /> ci I Y <br /> -+ DEDUCTVAOVE EB D FA TER A IURE VE <br /> I \ <br /> U • <br /> 8!1 . wsa <br /> 9 <br /> IF <br /> og E R T Know what's below. I <br /> E Q of WAS,_ Call before you dig. <br /> k " �" COMMUNITY TRANSIT Dra"i° Na <br /> 2/8/17 ADDENDUM N0. 1 MS DS �,-�T e <br /> E T/IS/17 ADDENDUM N0. 2 KC DS \l21jl+IC/ m Drawn By Date SCALE <br /> 3/16/17 CHANGE ORDER N01-RESPONSE To CITY PERMIT COMMENTS Mc DS pE RTE ET (, - .. uw,c 1o/ta/19 CP2 <br /> � / / eommunitytr�nsIt '' A - Des9"ed By "aril <br /> 7 19 19 RECORD DRAWING REVISIONS AY 13C ' �'p q 54923 0 �� um to/14/19 1'=20 SEAWAY TRANSIT CENTER <br /> io 2707COLBYAVENUE,SUrrE900 Ecls¢a Checked By Vert Sheet No <br /> s\ 9/23/9 Ar It;'.-L v �fs� 6v <br /> EVERETT,WA 98201 ANAL EH BC 10/14/19 - 1 1 <br /> 425.252.77001800.615.9900 Approved By Project Number• CONTROL PLAN - . <br /> No. Date Revision By Appr 20160067.001 of Total <br /> O <br />