|
1 _
<br /> , ,
<br /> /
<br /> // / \/ /, ,
<br /> 7.
<br /> ___________ /7 . /
<br /> „,,----- ,, , .
<br /> - CONSTRUCTION NOTES:
<br /> P PV,NO cn�� r' - / /
<br /> - - _ _-- PO ---- G f, cu
<br /> 5.------------
<br /> - �A RPV�� o _” / / 1. NOT USED ON THIS SHEET.
<br /> I EXCEPTION LOT ,, --_ � y z �8koa /
<br /> PP Cf' �' � rk° I (
<br /> 2. RUNOFF FLOW ARROWS ARE NOTED TO DEPICT THE
<br /> PO V\NG
<br /> EXISTING OVERLAND DRAINAGE PATTERN AND FOR THE
<br /> � tPE- NCE `: -; • ��� CONTRACTOR TO ENSURE THAT LOW POINTS ARE NOT
<br /> ;'' �L°GP '-� +� matin - _--- "cRp6S\�01 0\'' i� � ;. �� ����� , I- 1 1
<br /> CREATED WITH CONSTRUCTION OF PROPOSED
<br /> •
<br /> 1
<br /> ►-►— / V IMPROVEMENTS.
<br /> TRAIL F - ,� 4 � ,,
<br /> y
<br /> \\4,
<br /> ee
<br /> _EP - I x =� a I\ �` O3 NOT USED ON THIS SHEET.
<br /> ___________ EP / ,/ ,2/ / ... ..-
<br /> .. N
<br /> NT
<br /> ,/--12.7 -' _� -�` _------ —_/ r. - - .
<br /> ----------------- _ _ 122 NOT USED ON THIS SHEET
<br /> 0
<br /> "
<br /> CD op os
<br /> aI7
<br /> o- _
<br /> -s� SS L,sCT D So S = � � �8 � 1,,_�T� � _�. --� ----_= - - - -- h -�---- —� --; _�: •� �, �®�.,. � � -�
<br /> M CO '-- ----2. ss
<br /> c, C0 Ss -— ` , Z S©� SS SS-2---- - - Fc -Ss-` X SS �� pis a� _ a� � - a+/, _
<br /> M
<br /> N _ 1-'- - - _- ABAND�►EL— ' w OSr i w _s_____
<br /> :" EP ` w
<br /> d
<br /> , �iL3b^ I !' w
<br /> Q U - -- *.__ w j - _ _ 09___________ .6 - - ..- J����I w �� w w o \� , Mw M /J� M-
<br /> - oa -- - - 1 ,' V ©5 A._ NRIM • _} 1 �/ W� I 8 M M •iu) as
<br /> o -
<br /> P
<br /> 1 —
<br /> I -
<br /> o
<br /> 0
<br /> ., • U
<br /> N
<br /> D
<br /> LLI Z \y , L BAR
<br /> W
<br /> \ / \` / `, \ •• ' _,3 ENT. I No cAp I A I
<br /> = N 12 • OP OP P . AF# 201601140209
<br /> iiimpU p
<br /> /- —= Mme- _ p p
<br /> ," a as as as as GS as as GS - -___
<br /> m —SD SD ----- SR SD SD SD • s;. G G1 aP ' , i gAi p /
<br /> �/ X ,�- X X �P X X -- 1- X 1 X ' N/i
<br /> X �' �' X X X -'' 1 N > CB X X X X X
<br /> i
<br /> `j o 1 pOA��o lE 9 4X 2'37 _ I ---+moi I I / \ \ D "►* / / 00
<br /> /
<br /> X Irno Z \ 1 ° /
<br /> I \K---„ A S \ '9
<br /> \ Z676 ASFM P,p /
<br /> 19.25' RT ; y\ n_� % ; ; I \ 40274 SIT �\
<br /> zz I 1 �
<br /> \
<br /> X \ z1 z \ \ N � P /
<br /> c Q \ ,\9; \ I 1 V /
<br /> _______
<br /> Q ,
<br /> , ,.
<br /> X �, o A GS as aS GS — i..a ,' / ,' ` / p
<br /> mawP
<br /> Nib
<br /> p.
<br /> 1 \ • x
<br /> i ,..... .... \ I
<br /> I
<br /> X / \ a
<br /> \ I 1\`
<br /> O � \ x
<br /> 35
<br /> 35
<br /> PVI STA. 37+02.78 RECORD DRAWINGS
<br /> 30 THESE RECORD DOCUMENTS HAVE BEEN PREPARED FROM THE
<br /> 30
<br /> PVI EL=12:60 CONTRACTOR'S REDLINED MARK—UPS OF THE CONSTRUCTION
<br /> 75' VC DOCUMENTS. THE ENGINEER OF RECORD SIGNING OR NOTED IN
<br /> THESE RECORD DRAWINGS HAS NOT WITNESSED ALL ELEMENTS OF
<br /> co co
<br /> 25 CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR
<br /> 3 25 ix-5 dto
<br /> OMISSIONS IN DATA PROVIDED BY THE CONTRACTOR'S REDLINES.
<br /> iz (0 � � Q'
<br /> M N M
<br /> - J J
<br /> W (/) W 20
<br /> 20 >
<br /> At
<br /> a-
<br /> U
<br /> 0
<br /> ti
<br /> i
<br /> CI
<br /> 15 3. .0%
<br /> 15
<br /> o.00% — • ——
<br /> _ / - -- - - _ - - — _ _ __ - - - -- - - - - - - - - - - - - - - - - - - - - - _ PVI STA. 37+42.22
<br /> 10z i/c/ EXIST ELEVATION AT OF TRAIL (TIP) EXIST 12"' SD EL14.02 10
<br /> co
<br /> PROP ELEVATION AT OF TRAIL (TYP)
<br /> Ei
<br /> cE
<br /> 5 5
<br /> - 0 0 0 0 0 , o � o � o No � 0 N � � 0 � C � � -,i- co � � 0 10 20 40
<br /> II. I
<br /> N c0 -c.00 a) I` to cD �. cD cD CD cD cD CO cD
<br /> rn N CV fV CV N CV •
<br /> - C • CV •CV N CV , N N N N N .N-
<br /> o — 1 inch = 20 ft. HORZ
<br /> 0 2.5 5 10
<br /> 33+60 34+00 34+40 34+80 35+20 35+60 36+00 36+40 36+80 37+20 1 inch = 5 ft. VERT
<br /> ,49N
<br /> RECORD DRAWINGS
<br /> PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. N0.
<br /> Q Call 8� C. BORZ10 AS SHOWN C2.7
<br /> V 1 1 °two business days DATE:
<br /> DESIGNED BY: RIVERSIDE BUSINESS PARK CIP N0. 3-0-031-01,
<br /> w ' before you dig
<br /> E I, r of 02.20.20 AGC RECORD DRAWINGS
<br /> C. RAPP 03/23/2018 3-0-022-01,
<br /> N `�•, T,, 16015th Avenue,Suite 1600 DRAWN BY: CHECKED BY: PUBLIC ACCESS TRAIL SEGMENTS C, D, 5-0-015-01
<br /> ��
<br /> '`� . , . , Seattle,WA 98101 06.28.1 s Acc PERMIT REVISIONS J AND K WITH VIEWPOINTS G AND H
<br /> �. 206.622ssi2 T. DEWITT A. CISNEROS F, , PROJECT
<br /> No. PA—RS-2018-02
<br /> ON /iiP .O. BOX 538 ,• www.kpff.com A\ 03.23.18 AGC 100% PERMIT SUBMITTAL APPROVED BY: GRADING AND DRAINAGE PLAN AND PROFILE
<br /> EVERETT, WA 98206
<br /> 0 (425) 259-3164BY REVISION NO. DATE BY REVISION TRAIL F SHEET NO. 26 OF 48
<br /> PROJECT NO. 1600312 NO. DATE
<br /> t
<br />
|