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<br /> 5 24 25 26 27 28 29 30 31 32 33 34 36 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54
<br /> t -w_�
<br /> P� LEGEND:
<br /> •
<br /> • CLEANOUT
<br /> 78.3 Z —�_coej-=� �r 1 CO TYPE 1/INLET
<br /> °` --..-- =_ BUS WASH ® CO TYPE 1L
<br /> 0 --___,,,_::_z___________,___ —T - F�- .L':.-�i3zr' ` -P -P P .-p— _P. --�' -rse�- ne .n
<br /> co
<br /> „r ® C8 TYPE 2
<br /> g _ na =- P _ so STORM LINE
<br /> x I=% ®CONNECTION TO EXIST SD - _ - - - - 20 CONNECTION TO EXIST SD -
<br /> I REQUIRED ONLY IF PHASE 3 SEE PHASE 3 - SEE PHASE 3 ; REQUIRED ONLY IF PHASE 3 SEE PHASE 3 1 UD— UNDERDRAIN
<br /> 7-GON57RUCTED_ 5004 .;..' . • SHEET -' IS NOT CONSTRUCTED. _—_ a T �1--m,1-__-_.�. k\\%23 I CLEAR, GRADE, HYDROSEED
<br /> i"1O SHEET' 3
<br /> N �, -� '1 - - — —;- % -
<br /> 1, -
<br /> -_ - —� gmw. © CONSTRUCTION NOTES:
<br /> F_2 Q„ t�_� „• /_. r./IMMIIIIIIIIIIMIII7411111111111.. ���� _ / �� !- 'Wier IN Ot REMOVE EXIST CONCRETE TRENCH DRAIN. SIZE
<br /> � I��� :"SD 2 � 0 *DO �
<br /> :_ \ 9;r 1! \ \ '� r-y.\ et "SI - _ - ' ° "r- � '�• '° � $ VARIES 7" OR 11" WDE. SEE NOTE 12 ON SHEET
<br /> LL <N h.. •.It - "TI �,.; _OW i ce d �� d :D �d �. , -\ �� � • �a ,, :d ' r d fi r `.:71B - ,:,, �.� SDNOt.
<br /> - p - '� -_ F_ :�" 6�c 1 ♦ .7__—= - r=- N ar; O2 CONNECT TRENCH DRAIN TO NEW CATCH BASIN,
<br /> 18" SD 4 CB 13 SEE DETAIL 13, SHEET SDD03.
<br /> CB 14 L....1
<br /> w N to - 12"SD / CB-O6, FLOW SPLITTER • 0 ® REMOVE EXIST CATCH BASIN.
<br /> = I C8-15 ® SDD01 _I-. C8 7D 15"SD v''''i
<br /> ;'I-i o""'" — OUTFALL 600 DETAIL © CB-O5, _ _oHhu _ - 5
<br /> S- - - -; SDD01 SDD01 FLOW SPLITTERO RECONSTRUCT WATERLINE AS NEEDED TO AVOID
<br /> x - . _ CONFLICT WITH STORM DRAIN.
<br /> N - -711,..' kAi� 1
<br /> imponfiew
<br /> C
<br /> RDINATE WITH
<br /> UGET
<br /> T- - - -- - --, - - SDD01 1 6 REELOOCATE GAS TOPAVOID CONNFLLICT WITH STORM
<br /> �� °"�= © OUTFALL 500 DETAIL ENERGY TO
<br /> -.- O
<br /> DRAIN.
<br /> _,7_. 7
<br /> _ O7 VERIFY ELEVATION AND LOCATION OF POWER AND
<br /> if COMMUNICATIONS CONDUIT CROSSINGS WITH STORM.
<br /> 'v - - - - - - - - - -- -- - - ——
<br /> - A.p.rty Ba,dvy— - - — = — — RELOCATE CONDUIT AS NECESSARY.
<br /> S 1i; - -"- - -='--- -- ® CLEANOUT, SEE DETAIL 20, SHEET SDDO4.
<br /> ;, GENERAL NOTES:
<br /> HARDESON ROAD
<br /> I
<br /> FOR
<br /> - - - - , -- 1.
<br /> DRAINAGE BEFO ECONTRACTORLL CONSTRUC IONVERIFYES BEGNS.
<br /> 8
<br /> 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL
<br /> UTIUTIES AND DOCUMENT PRIOR TO BEGINNING
<br /> CONSTRUCTION.
<br /> E.7 445 445 •
<br /> w^ w.-----
<br /> E CZ o ���z z �.Z Z _Z Z .. 66
<br /> 440 --oo o N ` ` � N � n
<br /> i1 N co t.J O>< '.. v O, O O v st VI-
<br /> O ^ O O N 440
<br /> N W N 'N CO N N 1� co CO
<br /> N cn o, N ^ O 7.1 N V< N N
<br /> W Mifi-4-
<br /> i I .W M N N 3 M. < W N N .c.::',."-
<br /> N N<
<br /> II
<br /> / .• U O_ C-MI a 4 0 ..R�' nv .1 . W,•:_r_,.
<br /> I H -.-;_ Kat,-
<br /> uI H
<br /> x
<br /> i • .W O o c� M z z o o c0 ..z z a o z o z z o SD03 5002
<br /> 435 .o w F 8,r. -, u, ? o a...,1., W -,--4 a-.., 435
<br /> ,,, 7 ego_ v, I u_ ", N ""'_ ' u- - - n — ``' u
<br /> so 2- 22' 8Cr- -- W m• � nu mCnuOV� mC�.- c_UCr r7 PHASE 2 KEY PLAN
<br /> EXISTING GRADEPROPOSED FINISHED GRADE
<br /> J
<br /> m� / W
<br /> 93 LF 12"SD 0 1.68% 430
<br /> -� 430
<br /> /d 104 LF 8" SD 0 1.24%
<br /> OI so
<br /> 73 LF 12" SD ®1.44 44 LF 15" SD®1.397 U
<br /> ET€ 425 130±LF 15"SD®-1.25% 425
<br /> 11
<br /> 3 420 420
<br /> -27 LF 12" SD
<br /> sa
<br /> 415 415 - 0 10 20 40
<br /> g 500+00 500+40 500+80 501+20 501+60 502+00 502+40 502+80 503+20 503+60 504+00 504+40 504+80
<br /> 1 inch=20 ft.HORZ
<br /> 0 2.5 5 10
<br /> r i
<br /> 1 inch=5 ft.VERT
<br /> E m
<br /> DRAWN BY DESIKNJED BY o 1.'L'E/4,, _ MCOB PAVEMENT RENOVATION AND REPLACEMENT SHEET
<br /> Eo CHECKED BY APPROVED BY -x-4z. aF4�1?oc, 1 tOmmunityt_ransit / 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON
<br /> LAW DATE RJL Or�� ,J; q3ff
<br /> I,nH STORM DRAINAGE S D 0 3
<br /> � .-
<br /> 1/25/2018 1601 5th Avenue,Suite 1600 Hardeson Road PLAN AND PROFILE
<br /> _ A 2/14/18 KJH LAW RJL ADDENDUM 1 �N° Seattle,WA 96101
<br /> srox,l eY Everett.Washington 98203
<br /> J 0 B No. 1600557 06.622.5822 72 OF 121
<br /> N0. DATE BY CHD APPR. REVISION 2/21/18 ww.kpff.com (425)348-2312 Fax(425)438-6141 PHASE 2
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