Laserfiche WebLink
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 /> J I Ilfb <br /> Ii 1 \" -189 ' ,\ \r25' 661A I 1 8\` �, 642 6h5 � \ Q \ <br /> t 61 :1,��9 R5.0' I @88� 6631 R80. e68y ``�` ® 6t*8 ♦ 1t"o \ • �' \\ <br /> •y21 0 - -'1 \��++ �� X:31 SEE BSP3 FOR `�l N get �♦ \ • \ <br /> b.8 'L l.. R7J0\' 10' 83 87 p \ SAWCUT LIMITS 52 x �♦ \ �� C�� \ <br /> 617 6�5 192�i\95. 8 82 8b 88 09 •86 \ \ 5�50 \\ / \\ <br /> �58 54' 660J I R2.0' R1.0' 8 �" .0 R2.0' • x <br /> 614� I 97 iq R194.3• 124�� \9,'S9\� 1 1.0\``© \ \ y,80 \ \\ <br /> 11.5' Oti _ I 659 • 91'I `` 164 X5\6 \\ <br /> �� I I - - 6.o11s 6 : \ 9 a s • LEGEND <br /> f I 657 46N �.� R2;�' 122 ,84-I 8p1 •\5� O \\ .k CONTROL POINT SEE POINT TABLE DWG CP3. <br /> p I R6.b' (TYP) R6.0' 114' �� O <br /> R3\.0' 06 R2.0'il <br /> \\3 114 \\5:< 68 R1s.o' GENERAL NOTES: <br /> �. 193 20.0' 152 \ <br /> h I *NO° <br /> ' 105 A\8 \\8 `\�\ \ \ 1. SEE SC1-SC2 FOR ADDITIONAL CONTROL INFORMATION. <br /> 6 0\ I 654 R6.0' 112 R2.0' ` \ r` \ \51 � 92 69 k533 \5 '- \ FOR FRONTAGE IMPROVEMENTS & \ <br /> 60 R2. 0p1 98 1 11' / X g J \ CHANNELIZATION INFORMATION ON 75TH \ <br /> \0 R2.0' p 5_ ` ` \A 649 N \ <br /> 5p/0I0 rw 9\�B\R 9Ab R7.0' R6.0' 651 = 1 16 1 A. 648 ` ST SW \ <br /> 59 10 - �-J 08 858IT 85.1, ~® v � ,_ 148 �� �\ �i STA 337-62+50 SEE FP1-FP2 & <br /> E -_14'_ bry3 ' 8�N R20.0' . - .r •J r15• \\\ ._ 1ti R20.0' R2t1t5. 150 55 \\ <br /> I 3 673� e •19 158 56 R6.0' 11'- 183- 71 R30� 54. 21.0' .. \° 57 <br /> 3 I 674 i !; 180� 5 1817 1827 <br /> Q R10.0• )� <br /> 17zJ ::,.\\\\ <br /> raI i, SEE BSP3 FOR I 155 R12. SAWCUT LIMITS - _ 1./ /j \I <br /> _ _ J I 57' _ - FLOW LINEI 57• 15 0 \ <br /> �, Iti I LIIFLOW LINE U 21.0'` �. \ tr S� <br /> I I - - - lo <br /> I11 * \8 \10 �� 11\ Ii <br /> a 35.0' 8- - - L'i I 0 l 604 7.5' - _ - R92.0' \p,A9 \ \tF5 5.5' <br /> o p \ OO �ti \�-8 611 517 1 7.5' ®60 \ <br /> 5 /�'-_ _. 8 130 o� _'S '�M '60h _mi _ Ati \ <br /> • <br /> • <br /> > 537 538 -.- \ R99.5' 8�\ \ <br /> 535 520 610 \ <br /> �+ CO �( 539 540 3.5' \ <br /> r I' 1t 11' FACE OF CURB_ _ _ _ _ _ _ _ _ \\ <br /> 3 TO FACE OF WALL 2 20• 30• PROPE\----r04c\--542 \\ <br /> 1 - - - 1. - LINE \\ <br /> m 1 <br /> 534 <br /> I <br /> NARROW SHELTERS (2) <br /> U I ABOVE GRADE FEATURE ONLY <br /> o - _ _ _ ___I <br /> DEDUCTIVE BID ALTERNATIVE. <br /> I •` <br /> I \\ <br /> • <br /> E \ <br /> DNIY <br /> o <br /> rIII <br /> E r811 . �088 <br /> II <br /> Know what's below. I <br /> E /\ z/e/n ADDENDUM No. 1 �p-oe WR r 4'9c CaII before you dig. <br /> 13 17 ADDENDUM NO. 2 KC DS m v Dote SCALE Drawing No. <br /> Drawn B COMMUNITY TRANSIT <br /> MMC 10/14/19 <br /> J,%i7 CHANGE ORDER NO.1-RESPONSE TO CITY PERMIT COMMENTS MC DS p E RT E E T o-----a c '� .:_ C P 2 <br /> / / communitytranslt t DesignedMBy "°"� SEAWAY TRANSIT CENTER <br /> 0 {` 7 19 19 RECORD DRAWING REVISIONS AY BC p ,p 54923 ,. MM 10/14/19 1'=20' <br /> m /\ 7,;. __-...._, f IsTER \* Checked'- /,_ _.AL BUS SHELTERS MC Id:' 2707 COL8Y AVENUE,SUTTE 900 '�' fc By VertI <br /> Sheet No. <br /> EVERETT•WA 98201 ----- S'ONAL EN BC 10/14/19 - <br /> o No. Dote Revision 425.252.770E 800.615.9900 Approved By Project Number CONTROL PLANS �/ 11 of 71 <br /> Total <br /> By Appr. 20160067.001 <br />