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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 /> v p FEET <br /> I 25' I 661 t 11 8189 x�gq� 6py 4, \ O \\ <br /> 6 1 �v (0/6'/ R5.O' 1 663 R5.0' 6y ® 4, �o \\ �., \ <br /> 6\ 6 61 %. �.:'I°' 1060" 80�.� ®6` 6'I \,s s�. k6R64�y1 \\ <br /> • <br /> .y�, /.h SEE BSP3 FOR Z y� 4 \ .U.1 <br /> y'L6 10 R110�' 10' 83 87 4 :\\\ SAWCUT LIMITS 52 x s4 \ V,1 lSt \ <br /> 617 6\y 192-\95 AN• 6� 0A 66 69 ®66 ``� ` \ ,4 y\y° \ // \\ _ <br /> 5}' R2.0' y R 1.0' 90 y\y�� \� <br /> 1 ( yy�� 6601 I. R7.0' 6 6 0 R2.0' x ,, \ • \ <br /> .14 I 97 i4 R194.3• 124 \tip .6 11.0`.` © j\.\ , \60 \ <br /> J <br /> 1 1.5' ry _ 1 65 9\01 164 x y'•6 y \\ <br /> t �yo -Oil ` 6.011s \x e '$ LEGEND <br /> I _,1 I 657I 99\ ��2�, 122 9,' \184- 6�� �yy 6 \\\ ,% CONTROL POINT SEE POINT TABLE DWG CP3. <br /> p R6.b'���� 8� V.y0 „ < 6 x x R15.0' 0 \ <br /> 4 :5_6-.:43120:6,,c;')Rc3.51.R906.:0_\R6'2.°-°. <br /> ' 114R .o �� \\- 6 GENERAL NOTES: <br /> .. <br /> 1931 105 \6':; \a 152 \ \\ 1. SEE SC1-SC2 FOR ADDITIONAL CONTROL INFORMATION. <br /> O\rTR6.D'. 00 112 R2.0' \ \ `� \ \ <br /> ey ALL � \ 69 533 \y 1,"'- \ FOR FRONTAGE IMPROVEMENTS 8c \60 R2. 102� �11' /k X g \ CHANNELIZATION INFORMATION ON 75TH \ <br /> 6y6 \� R6.0, R2.0' '10 165J `�`� \�` 649 \Q ` ST SW \\ <br /> a ^� y'I,+ 59 103 • 1"* r � 651�®-a- 1\ \7`' 648 � \ STA 53+37-62+50 SEE FP1-FP2 & <br /> 14' -S 1 h \Op ` J 08 - e6y�Ty®6y� ` J 1 4 I, <\ PV1-PV3. \ <br /> '2 yti \3 yti R20.0' -- /-- � \ . . 1ti R20.0' R2 p' 55 \ <br /> I 3 673 6 19 158 5g R6.0' 11 783J 71 __- . --- ` 54 21.0' <br /> 1 674 j I 57 I 18 � 5 18 182 R30:Q' \\ \ <br /> -x <br /> I 1I55 R12. SEE BSP3 FOR �- - 172 -/,-- <,y y\\ \ 1� <br /> SAWCUT LIMITS \\ <br /> J SrI7, M". <br /> 1 I I _ _ 5T _ - FLOW LINE 15.0' _ \ <br /> �y,,_ FLOW LINE r N S� <br /> a I1 --F1 I --i- I - 7.5' - _ <br /> 1y O 1 <br /> 7.9 __ 604 \ry6 611 - ,--_ R92.0' 7.5' \aO9 \ ; 5.5, \\\ O' <br /> o .�_ 60 130 O`L �� V 5 -- -, ���� 60c3 �17 • _ _ 1,'I ®6 \\ <br /> 1 p ��' p6 1•\3 O 3y '60 1S6 �•, - �yi 606 \h0 6\ry \71 60� 154��\Qy 60_.@.� '� \ \ \ <br /> > 536 537 538 e \ \a u- R99.5' yy\ \ \ <br /> 1 1 � 535 520 _i 610 � \ \\ <br /> m �t 539 540 3.5' <br /> ol <br /> 1 1t 11' FACE OF CURB 1 - - - - - - - - _ \\ ''� , <br /> - 3 L _ - - - TO FACE OF WALL 22' 20• - • <br /> 542 \ <br /> $ y CA _� - 1. LINE \ <br /> • <br /> 534 <br /> I <br /> g NARROW SHELTERS (2) <br /> IC <br /> ABOVE GADE FEATURE ONL <br /> cV I - DEDUCTIVE BID ALTERNATIVE.Y *.< <br /> S I <br /> • <br /> F •\\ <br /> • <br /> E \ <br /> U I \\ <br /> I \\ <br /> •\ <br /> 0 <br /> T <br /> E 81 U <br /> 811 ' <br /> _ iNAVD88 <br /> X <br /> IS OgERr Know what's below. ' <br /> s F`oe WA H y Call before you dig. <br /> € 9 COMMUNITY TRANSIT <br /> A 2/8/17 ADDENDUM NO. 1 MS DS k Drawing No. <br /> Drown By Dote SCALE <br /> 2/13/17 ADDENDUMGE NO. 2 KC DS p E RT E E T _. e . _ MMC 10/14/19 C P 2 <br /> 3/18/17 CHANGE ORDER NO.1-RESPONSE TO CITY PERMIT COMMENTS MC DS o� 1p p / •I /'. Designed By Horde <br /> I. 7/19/19 RECORD DRAWING REVISIONS AY BC c©mmunitytrans1t / O g54923 0 c, MM 10/14/19 1•-20• SEAWAY TRANSIT CENTER - <br /> Fi /\5 9/23/19 ADDITIONAL BUS SHELTERS MC MM 2707 COLBY AVENUE,SUITE 900 ` '`3). DIsT5P Get Checked By Vert <br /> Sheet No.a <br /> EVERETT,WA 98201 NNAL £' BC 10/14/19 - 1 1 <br /> 71 o Approved By I Project Number CONTROL PLAN ,�� ,Tote, <br /> No. Date Redaloa BY APPr. 425.252.7700 800.6I5.9900zotsooBzoot <br />