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<br /> LEGEND:
<br /> \M IIt\1>\\.
<br /> \ \\\• \ \\\ \\\\• \N\\ `\\ \\ N`� \`\ 12r3UN. \\N\� _ ■ CB TYPE 1/INLET
<br /> •
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<br /> \` \\ \\ \\ N. \` N. \\ \\• \ \\ \\ CB 83 N.
<br /> • C8 TYPE 1L
<br /> p \ •\ `\ `\ `\ •NCB-66 •\ `•\N. �\ �\\\k&th,...`. 02 �CB-82 CB-61 I C8 TYPE 2
<br /> 8 CO 1 Ii \
<br /> \\ \� 0 \\\ `•-& `12" SD '\\\ e„--N—c y\�, � � •
<br /> —.�\\ N.r\ E=3292809?6 15_SD P_ e
<br /> \ 1 \
<br /> N ii
<br /> F • 'his ` ` e ` ` \ \ 15” SD N so STORM LINE
<br /> N p ` ` ` �• �. �� •`� _ ` tpli«� MM. ?UZfrr �1: �� \ 1\\, N P21:1::',':1034-. 92 0o UNDERDRAIN
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<br /> \cc) \ �\ cB—�� 1 `\ SD,CONNECT TO M.-.6.1.1 \\ - :,,, �' CONSTRUCTION NOTES:
<br /> N \ \ \ \ \ N 3439iT Z1 \ 12"SD •\ `\ `\ \ `\ `\ `\ \ \ \ ` ;, `\
<br /> 7 \ \ \\ \ ,N=343911:71
<br /> E`=�2992519.0\ .\\\ \\ \ \\ \\\ \ ` �\\ \\\ \\ \\\ \\ `�\ ` Ot REMOVE EXIST CONCRETE TRENCH DRAIN. SIZE
<br /> \ \ \ •\ NN
<br /> • \ \ \• \ N. \ \•N N \ \ LL, VARIES 7"OR 11" WIDE. SEE NOTE 12 ON SHEET
<br /> •
<br /> g 16
<br /> ,,
<br /> ` �\ `\ �\ `\ `\ \ \ `\ \ \ \ •
<br /> . * I O SEE DEETAICT LRI3,CSHDEETISDD03.N TO EW CATCH BASIN,
<br /> •
<br /> •
<br /> N ` ` N ` ` ` `\ `• N
<br /> N N ` ` r'i ® REMOVE EXIST CATCH BASIN.
<br /> ` .
<br /> N. • \ `� N �; 0 RECONSTRUCT WATERLINE AS NEEDED TO AVOID
<br /> N ____ \ •\ z CONFLICT WITH STORM DRAIN.
<br /> ii \ '1 yf _ © COORDINATE WITH PUGET SOUND ENERGY TO
<br /> \ RELOCATE GAS TO AVOID CONFLICT WITH STORM
<br /> N I, .II, — DRAIN.
<br /> CO 1 1 t 7'i 1: ;.r ii Q VERIFY ELEVATION AND LOCATION OF POWER AND
<br /> N _ .. =;1 j�- j,, i 7 COMMUNICATIONS CONDUIT CROSSINGS WITH STORM.
<br /> cT
<br /> -=--F11---- it -.4 .-.`511- -"-;,- n _._. h.
<br /> If� 7. cola- COM ;,a �. RELOCATE CONDUIT AS NECESSARY.
<br /> N —e L�/ p 1, L 8 CLEANOUT, SEE DETAIL 20, SHEET SDDO4.
<br /> g
<br /> N
<br /> �......... ........... ti�j I = GENERAL NOTES:
<br /> 1. CONTRACTOR SHALL VERIFY GRADES FOR
<br /> DRAINAGE BEFORE CONSTRUCTION BEGINS.
<br /> 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL
<br /> UTILITIES AND DOCUMENT PRIOR TO BEGINNING
<br /> CONSTRUCTION.
<br /> PH 3 PH 2
<br /> 450
<br /> 450
<br /> O W 5
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<br /> 3v 3" 3„ 3v.. z 3,v_`�v
<br /> 3 0 0 „o c� m �.�- ^ .^ $D10 SD08
<br /> 445 o r �c t- 06� _ .-
<br /> in a^ • r N en CV 445
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<br /> Z✓> 11 O Z rn II O .u7 II O 2 O II N 11 ,n it II II d ] II II r �.h
<br /> "'1Z O N Z O NZ O clZ O CD Z O �-OZ Z O Z CD 0 Z O O U. JN
<br /> ^i co M M M r�i Z N h— -M Z n— W o z LO 5004 SDO5 SDO6 SDO7
<br /> T.
<br /> ,-"4 W 2IW-W ,1"CW W �<W W F ,paW 1....l
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<br /> a 1 II — 1 II—_— 1 II— — I II— Lr, I II — — I -II in 1 II w to fid'
<br /> 90 440 .. m.
<br /> CCO.�IY^ N m�NN CO�(V�N mMIN N X m�N aN m�u7N^.N COI -63- OJ W 0:-11 440
<br /> UE C..,(Y W U E.- .- CJK W
<br /> 435 PROPOSED-FINISH-GRADE 435
<br /> i.-.1
<br /> PHASE 3 KEY PLAN
<br /> " EXISTING GRADE
<br /> e .
<br /> 49 LF 12" SD ®0.92% 1 LF 12" SD @ 0,73% 45 LF 12" SD @ 0.677 1 49 LF 12"SD @ 0.75%
<br /> €W
<br /> -5-8;715" 430
<br /> 8 m 430 - _- _ _ - 75 LF 12" SD @ 0.90% 54 LF 15" SD ®0.74% SD @ 0.71%
<br /> 8=
<br /> 3 425 425
<br /> o5
<br /> 21 LF 18" SD
<br /> 8a
<br /> @ 0.61%
<br /> BY
<br /> 420 420 o 10 20 40
<br /> g 99+00 99+20 99+60 100+00 100+40 100+80 101+20 101+60 102+00 102+40 102+80 103+20 1,Z.+6.1 104+00 ��
<br /> 1 inch=20 ft.HORZ
<br /> 0 2.5 5 10
<br /> I
<br /> 1 inch=5 ft.VERT
<br /> gm
<br /> .
<br /> I
<br /> DRAWN BY DESIGNED BY 1.tLE.4A. _ MCOB PAVEMENT RENOVATION AND REPLACEMENT SHEET
<br /> TLC KJH \O of 1wa�Bi G1 —
<br /> 6 0 CHECKED BY APPROVED BY o�5<`',*F "cc, Communitytransit / 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON _
<br /> LAW DATE RJL a �, itlif
<br /> ° STORM DRAINAGE
<br /> 1601 Sth Avenue,Suite 1600
<br /> 2/14/18 KJH LAW RJL ADDENDUM 1 1/25/2018 �p Seattle,WA 98101 7100 Hardeson Road PLAN AND PROFILE
<br /> coxal.s*C' 206.622.5822 Everett,Washington 98203
<br /> NO. DATE BY CHD. APPR. REVISION J 0 B No. 1600557 2/21/i8 www.kpff.com (425)348-2312 Fax(425)438-6141 PHASE 3 73 OF 121
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