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<br /> ..,..
<br /> � VIEWPOINT G
<br /> CONSTRUCTION NOTES:
<br /> _ _- -_ _ ---- 71 1. NOT USED THIS SHEET.
<br /> - ,� I -- TRAIL JsE
<br /> /,... 7,/,0_,_,.:-R ;; f ,'' ' --12-1 ,.- Hi�PRokiM 2. RUNOFF FLOW ARROWS ARE NOTED TO DEPICT THE EXISTING
<br /> �' �A""- 2,_-_-_-_-_---7 1? ^� '► �' N ��1- AP OVERLAND DRAINAGE PATTERN AND FOR THE CONTRACTOR
<br /> , � - ,
<br /> TO ENSURE THAT LOW POINTS ARE NOT CREATED WITH
<br /> �� _ / e _ £SFV F[Op�P
<br /> 159.1 / ___ - -
<br /> oN N CONSTRUCTION OF PROPOSED IMPROVEMENTS.
<br /> f �� - O3 EXISTING MONITORING WELL COVERS SHALL BE ADJUSTED TO AI
<br /> c, \ PAVED SURFACE BY A LICENSED CERTIFIED CONTRACTOR C2.0
<br /> / 1 s� ,. -.,-,--i
<br /> e- a��P 1 ,-ro , - --------__ _\;- 4. NOT USED THIS SHEET
<br /> ���G�� -- f /E 114 . So -- --' '
<br /> �.
<br /> �: . , 1 i, ____TRACT D , _
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<br /> ii/VG
<br /> --- .r•' (Ndti) / 5 • `�. . - Q(/ HCA
<br /> / b (s) .� • 16 N, _ __ S�________________ ___._ __,._....,_.,,,...„, ,INi; v , .:.....................................
<br /> .,‘„,
<br /> • CPP ` _ GUS
<br /> 7/ r r /�' \ 1 �N� ��y� \�� .�^ ---- ---- \ �� SS STAGS �F
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<br /> ,,_` . C / SS __-___-_,_.„._______...:_....._ ,7
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<br /> ,::,._774
<br /> , 'o ,' 4--:., _A_ _ / :
<br /> \ - SS 3
<br /> 4 CONSTRUCTION OF THIS TRAIL ONNE' TION �� . \\
<br /> l / WILL BE REQ IRED. CONTRACTORS ALL ' : �� ,S
<br /> O VERIFY EXTE► S BASED ON FINAL LOT 2 +00
<br /> e ,LOT 2
<br /> , / /\/ ,__
<br /> qac - _ alla \� -----
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<br /> vappr--...,,-,
<br /> , <e:. / \, / \ , 4d, ---
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<br /> .,.<, // 14,-* ...,.. .*e, ----.
<br /> . , , / 1111101110ttil , ,
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<br /> / .4: / .. ,...
<br /> 35 35
<br /> HP STA. 17+48.98
<br /> HP EL=16.23
<br /> PVI STA. 15+57.75 PVI STA. 15+94.65 PVI STA. 17+48.52 PVI STA 18+62.06
<br /> 30 PVL..EL=13.39 PVIEL=15 03 PVI EL=16.34
<br /> PVI EL=15.41 30
<br /> 25' VC 25' VC 50' VC 50' VC
<br /> K=6.96 K=29.96
<br /> 3 25 o ._ �. 25 RECORD DRAWINGS
<br /> PO Pei r; THESE RECORD DOCUMENTS HAVE BEEN PREPARED FROM THE
<br /> �? M + + + CO CONTRACTOR'S REDLINED MARK-UPS OF THE CONSTRUCTION
<br /> J <e J J <e J DOCUMENTS. THE ENGINEER OF RECORD SIGNING OR NOTED IN
<br /> 1.- v) w v) w V) w V) W I- 1- THESE RECORD DRAWINGS HAS NOT WITNESSED ALL ELEMENTS OF
<br /> 20 > > > Cl) `� I-1-11-1-120 CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR
<br /> °- 0_ a. n" a. > a > OMISSIONS IN DATA PROVIDED BY THE CONTRACTOR'S REDLINES.
<br /> c.i0.85% - - — 11.82 _ -- - - - 0.43%
<br /> .63 15 -2.3i% �. 44�Q _ _ -.._ -- n 15
<br /> U
<br /> n
<br /> 50' CONCRETE v15" SD
<br /> n.
<br /> 0 LOW PT EL 13.50± CD STA 15+53± EXIST ELEVATION AT . OF TRAIL (TYP)
<br /> 10 1 p
<br /> PROP ELEVATION AT OF TRAIL (TYP)
<br /> ona
<br /> L.
<br /> co
<br /> N 5 5
<br /> rn `0 N °° CO CO N • r� N N LO CN1 r` LC) °° r? `� N `fi N r? o `� a, r` °° i r?01 co , u7 `� to co
<br /> r` 0 10 20 40
<br /> r7 ► •� d- u i rr) •u• tet- •�• 4 •�• LC) ui u-i •,j• (0 as cD as (0 us c• tri `-- Ili tri isi tri IC' tri in tri gyri `C) in
<br /> 1 inch = 20 ft. HORZ
<br /> 0 0 2.5 5 10
<br /> 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 1.. 1 I
<br /> 1 inch = 5 ft. VERT
<br /> N
<br /> RECORD DRAWINGS
<br /> ' a I I PROJECT ENGINEER: SCALE:811 PORT OF EV E R ETT �"'�• "�
<br /> 1811 o C. BORZIO AS SHOWN 3
<br /> two business days
<br /> ''-'),,,,02,.''' before you dig DESIGNED BY: DATE: RIVERSIDE BUSINESS PARK 3-0-031-01
<br /> E \ " 2 02.20.20 AGC RECORD DRAWINGS C. RAPP 03/23/2018 CIP No.
<br /> 3-0-022-01'
<br /> 1, 16015th Avenue,Suite 1600 DRAWN BY: CHECKED BY:
<br /> PUBLIC ACCESS TRAIL SEGMENTS C, D,
<br /> Seattle,WA 98101
<br /> 5-0-015-01
<br /> �� � ° � �< �� 1 06.28.18 AGC PERMIT REVISIONS
<br /> ��• J AND K WITH VIEWPOINTS G AND H PROJECT
<br /> 206.622.5822 T. DEWITT A. CISNEROS F, ,
<br /> o / P .O. BOX 538 ,~ ,, www.kpff.com NO. PA-RS-2018-02
<br /> N r ` 03.23.18 AGC 100% PERMIT SUBMITTAL APPROVED BY: GRADING AND DRAINAGE PLAN AND PROFILE • -
<br /> EVERETT, WA 98206 ,
<br /> � (425) 259-3164
<br /> PROJECT NO. 1600312 NO. DATE BY REVISION NO. DATE BY REVISION TRAIL J & VIEWPOINT G SHEET NO. 22 OF 48
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