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SE 1 /4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M. <br /> SCALE <br /> MATCHLINE SEE SHEET CP1 20 0 2° 40 <br /> I `t I • 'ss, �� 1 R' ,Bs \ ``, A... f� �♦ y • \ ,l t \ FEET <br /> 1 25' ` 6\ 6 14 lik‘ \ O O <br /> x <br /> \6 1 ' 6 1 R5.0' 1 663 c 5/ fi.y6h \ \ 6 e 10 • \ ]. CA \ \\\ <br /> -1 J g1 19 66 I j _i.>�'8♦ r` y1 , �� Lei�'-., x 6�` k♦�51 - `` Q ,\. \\co` \\\\ <br /> 'I _ ].h �\� SEE BSP3 FOR 1 ♦ \` `y <br /> g I>yrl6 • t ' R,Ok }p' egg 87 6A \ SAWCUT LIMITS .\ 52 x y ,♦ f`7"', `, -\\ \ - �0,!�;• '�\\ <br /> 1 I 617'('` I \h 192 i 6 64' 6n 66 69^- ` �, 5°1 \ \ '. p <br /> 5}' R2.0 h 6 Ij1.0' 90 5\y��; �. \, :% "s> 506 <br /> ry I660� ,I R2.0' ! '` ` ♦\ •. .,� T,. \P \ <br /> i I h 6 I 97 94 R194.3 124 1. \2h.,6 11.0`. © 1 •g\6° \ ;::,,,,,,s.:77 <br /> 11.5' �, 02 '_._�--'-------- \� t ��i 6.0' \.,9\1' � r,'' ,\.- ? .\ _ ,� 1� `��,, KL 7 5 d5 \ m- - - �;��` y - I `' :. \F: \ 1 LEADLEGEND <br /> h P r I ,)� m © 6576 ' }� Q\0_ `184 ,';' h� t fi tI9 9 6' �� z♦ - , ,� `'\` •�,n`r �,1� \ O \ \� CONTROL POINT SEE POINT TABLE DWG CP3ly w 61' `'\ \ice. <br /> • <br /> * yp I ID <br /> R6ib�j 1r9 r. •)` -R6�' \`1.0 �*. 60 'aa.\ , \ R15.0• `� � \ \ \� <br /> I I I I R�'° �, `°6 N. Rj ti \3 „4 \\y 1 `. GENERAL NOTES: <br /> I. 40a 193 ,7\ ` O D'` \ 152 '�t \:\,` \t i t- , R6.0'• 10 `s�`""R6,0�, ✓ A\6'�'�\\6 �� `'\ _'�`\' �\ `'\ , , �\ . 1. SEE SC1-SC2 FOR ADDITIONAL CONTROL INFORMATION. <br /> -I 0�1 }1 i00 654. 112 R2.0 _ \y IJI , ,\ 92 69 k 533 \y\ rG \ FOR FRONTAGE IMPROVEMENTS& \ <br /> 11 elI60I RZ6102 \0 \\\� y10jE <br /> .' , R20' CHANNELIzATIONINFORMATIONON75TH \\\ <br /> i R60' �q=- -- 165J \'> 648'-- t \.0' / 651�T \ -\T .► \ • STA 53+37-62+50 SEE FPt-FP2 &y` 5 ' 10 l i 3J� <br /> �I IP1 rM It� 6i` 66tii 48 s\ PV1-PV3. <br /> E Fli tih' •, _ tih _ ' 1_. ...,tii �--+enz �'S.. 0---..,,_� r6� R 0 .i 150 c `5-�\ -a \`:�,; x w-��\. <br /> z ' h \h R20.0• I .. JJS, a •�r1 ��_,� 20. ' _,R2-hp - 55 `*"" \ \\ \ e \ \\ <br /> 1 3 II ,3 6 -.:.19 Jr--,, I S• 57J�56 8 IR6.0• 183 C 71�C- --- ---- - -- R30 Q' S4 21.0' -'-'> \\ �\\ N \ \ ��� <br /> +NLY 674 I I� 5 18� 182 `R10.0', \ a, wv .� ` <br /> I- 4, I SEE BSP3 FOR <br /> 155 R12. s SAWCUT LIMITS I - 15 <br /> \ \\x \\ \ <br /> $ I I Gw s - �- �v v \ v� <br /> j _ _ �- I 5T C -r- FLOW-LINE , 57. 15.0'' _ \\ :11. <br /> •` \\ \\ "�c�\ s <br /> a <br /> 5 I .. �- - - - - I - I . ] I FLOW UNE i 21.0'` \ G4- \\ , Om ,, \60 \fit I -Q. ��1T1 t � I \10k35'.. - - - LI I I 1 1 i 7.5 r PIriE R92.0' 't a" \ k5 \iel 1'%: \2y0" I ��_- p6--,,-,:. 04 26 t, 6 1 517 a 7.5' r,60z/ '.� \ \0 1 - 6O0 __' ...K,. ,III y„ •11�. _N- _ - 6. 0:1 = ® i;k- \ `.OUi.� ♦`T6 h _b_yy1 Jp60\g 1�.660I",\g SIP.- 60 \-S9'• 6\ 4`L-601 ,.,,�-ta r�ac c 4 k3s,,,_606 �:� l \ \\ n/ I - -,V S38 52♦ �i 61. <" �_ �_ r <br /> m .''s:2' <br /> / 535 536 '537 539 540 t5' <br /> m ± iI. 1 _ 11 ,F.}tFE_.OF,CURB '��_._>_ _ - - - - - `- ::":\ <br /> \\ <br /> L I TO-FACE OF WALL Y0' - 330 1..\ \ \\ <br /> A' 1 r ! 542 <br /> ,:. <br /> 1 I - - - UNEP �v \ <br /> -- ' <br /> a. <br /> '�" ! GRAVEL . iPPED V+!itt BARB,'4- �;: -- �' 1 C"II •L <br /> q �� _ 534---END OF ' _ m BP I; �' ~�`-O P e_ ®i i,.. <br /> Iw BRocE I ,�: <I: ® t./ <br /> w `I L t t I NARROW SHELTERS (2) t \, <br /> �e= I LARGE HIGH "� b WI' ,�s�:. <br /> I T I VOLTAGE POLE 1; ABOVE GRADE FEATURE E ONLY r•-1 '�, `.. <br /> ��..J�:1�� 1 a ^ e DEDUCTIVE BID ALTERNATIVE. I. <br /> 2 I ¢ Elk- -�- .� PAW CCN_C.)P BP��_�r�� �---P- h I I� \,`Y/ <br /> r I 'og, N. { I' ELECTRIC SUBSTATION ' N` `. <br /> E �� \\ V T1 I <br /> E"RSAPLE <br /> \ SURVEY I GTES: rq 0 <br /> 0 <br /> E i t I \ I '�\ of 1 .b4- LIGHT POLE J Cl POWER PULL BdX I' 6'CHAJHUde /// <br /> U III1U \ `\ \ Ye/Pv k6ED TOP/ / <br /> 111 IC ,\ \\ k', HAG NAIL i0� SiORk!rL,,,:,.;T HORIZONTAL DATUM:R'A�HINGTON MATE PLANE COORDINATE SYSTEM,NORTH ZONE i»60t}, Htc63(1[•97i, US - / <br /> R _�j /-` [�i\^ y�\ ti �_ SVfi/E1 FOOT, PER FRONDED CONTROL FROM PERTEET. `.0Ei <br /> �``1.. CONTRACTOR i IO R ) r//tL I P I FOYER VAJ T "=,:j0 / a'F4FlPLE Q`� <br /> >� �" 2. VERTICAL DATUM: SAVORS, PER PROVIDED CONTROL FROM PERTEET. IFENCE "V c `.``51eY, MA;;''''E. �'.// <br /> 7 <br /> 811 . AllVD88, <br /> U <br /> 9 gER T Know what's below. I. <br /> �o + Call before you dig. <br /> E 9"+ COMMUNITY TRANSIT DrowITg No. <br /> A 2/8/17 ADDENDUM NO. 1 MS DS <br /> E Drown By pate SCALE C P 2 <br /> 2/13/17 ADDENDUM NO. 2 KC DSMMc 10/14/19 <br /> 3/16/17 CHANGE ORDER NO.1-RESPONSE TO CITY PERMIT COMMENTS MC DS PERTEET or`� `"o o i ,-f Designed By Horn <br /> 7/19/19 RECORD DRAWING REVISIONS AY BC cammunitytranslt O 54923 . \l MM 10/14/16 1•=20 SEAWAY TRANSIT CENTER <br /> 9/23/19 ADDITIONAL BUS SHELTERS MC MM 2707 COLBYAVENUE,SUITE 900 '�f•sf015T£R \ Checked By Vert Sheet No. <br /> EVERETT,WA 98201 sn!,:e F•t' IQNAL ENS' BC 10/14/19 - 11 <br /> s No. Dote Revision 425.252.7700 1800.615.9900 Approved BY Project Number ' _ 71 <br /> BY ADP, r v//,4h�11 20160067.001 CONTROL P LAN ��/ of Total <br />