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<br /> / . ., STA. 32+49.88, 10.83' LT / CONSTRUCTION NOTES:
<br /> CB #1, TYPE 1 TIMBER1
<br /> URI�Y NESOTE
<br /> TRAIL K 402 W/SOLID LOCKING LID -CBWITH
<br /> TOP 10 88 FOUND 5/8" BAR 1. NOT USED THIS SHEET.
<br /> RIM 10.9 IE 8.5-18"CPP (W)
<br /> h0
<br /> 8" IE 9.2 ARKINA'Y I & CAP"METRON"-
<br /> IE 6.20 SSMH , CAN'T READ
<br /> TOP 1 1d
<br /> ♦ NUMBER 2. RUNOFF FLOW ARROWS ARE NOTED TO DEPICT THE
<br /> �'` .___ 8 PERF IE 9.2-
<br /> N h ♦ " _ EXISTING OVERLAND DRAINAGE PATTERN AND FOR THE
<br /> APPROXIMATE ORDINARY 5
<br /> �Q. vim; IE 6.72 HIGH WATER MARK VIEWPOINT H_E�EVATONDPLAIN _ �_ _ _5__- - _---- 0-Lf-_ - _ _ }�"_ RIP��zA�--- -- _________T-----_77................."7"0_8,
<br /> CONTRACTOR TO ENSURE THAT LOW POINTS ARE NOT
<br /> _ TRA L _____ _ CREATED WITH CONSTRUCTION OF PROPOSED
<br /> e, ,` I �___-- -- - _ PVC @ o% - --- i- i
<br /> •
<br /> •. I :PAIR - .__-- �___, - -- - - IMPROVEMENTS.
<br /> �. EXISTING BULKHEAD IN VARIOUS STAGES 0. -__ 10 -\_ _ FLQW DISPERSAL TRENC
<br /> - G� ��� ,
<br /> U,_ �-- %r ..... _ - _ \�\o __ o �ti g r R,e R,1� O3 NOT USED THIS SHEET.
<br /> �- , ON
<br /> I N \\- _, -- - -J ��/ CLEANOUT 1\ �P c �,r - - 4 AREAS OF TRAIL WITH FINISHED GRADE ELEVATIONS 12.7
<br /> / OR BELOW
<br /> N SOLID LOCKING v DITCH REQUIRE A DIFFERENT PAVEMENT SECTION
<br /> _ s\, 0 _._----,,_-__.--;,,___ , .,\,‘ \N., , \ ,---_ ______ , , ___, ___ __
<br /> , COVER 55 o WITH ADDITIONAL CSBC AS NOTED IN THE LAYOUT AND
<br /> N - (Ll -- �� SS SS SS SS --' `i, 0 ° ti „ ���•, i A /' w
<br /> 1
<br /> • PAVING PLANS.
<br /> , `cv
<br /> •' SS SS SS yS� SS S$SS r- S�
<br /> FM ABK 'hss .4 10 f
<br /> ,� I F�, s -(CC
<br /> s I � �
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<br /> _. , ! TRACE-D , >. . ->
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<br /> 0. 1 4.' .1 .?";--,) \ 1 / 1- '-\ ,
<br /> i • _ - 20 LF 8 DIP r � •
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<br /> / II
<br /> ------------N. . N\ '`\ _N N
<br /> 7 _ © 1 5� / / oz, 1
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<br /> \� 13 /� /' - ,2 .� , ,. 2 GRADE O.0•
<br /> _ 118" �
<br /> \_ ;/? - - STA. 32+50.09 9.25' RT I / i BOARD NOTCHES
<br /> -- _ I
<br /> _- x -- ---- "�-- \, CB #2, TYPE 1 `, X /, )� i
<br /> '� > - ). . . �. . . �. _ ). . . )._ _ > -->• - / RIM 11.2 1.7 0` f___ \ I ; PIPE O.D.
<br /> _ _ 402 8" IE 9.5 F� " F �2I� \ ...........,
<br /> GALVANIZED BOLTS
<br /> I 1' MI 1' MIN
<br /> 0 II \ \ i - \ i\- _\ - - 2"X12" PRESSURE R e�PN
<br /> S° LOT 3 MATCHLINE: STA 33+50 TREATED GRADE eE
<br /> BOARD ,�;o '.�
<br /> SO
<br /> \ \
<br /> SEE SHEET C2.7
<br /> \; e�-R e�PN,� + i •..:,;•.. .. �::::,��'��.�,�; WRAP TRENCH SIDES
<br /> /\\ tir/ • `;., ,f W/ GEOTEXTILE
<br /> en S° so 4, t•./. .: �/ (LEAVE TOP EXPOSED)
<br /> k •-•
<br /> . : °;:~.:- 8" PERFORATED PIPE
<br /> „ilLAID FLAT
<br /> 35 .%:..:•:i :� GRAVEL BACKFILL
<br /> FOR DRAINS
<br /> FILTER FABRICS 4" X 4' SUPPORT POST
<br /> 30 FPE LESS THAN 12.7' ® : SPECIAL PAVEMENT SECTION FLOW DISPERSAL TRENCH A
<br /> o� I o NOT.-REQUIRED 30
<br /> CD CONCRETE +I NTS -
<br /> r,-) LOW PT EL 11.37± STA 32+50 I
<br /> PVI STA. 30+48.19PVI STA. 32+50,00 N j
<br /> PVI STA. PVI STA. 331+15.87
<br /> v, 31+84.13
<br /> 25 PVI....EL=1.2..60 P.VI.._EL=1.2..60 PVI EL=11.61 1 PVI EL=12..6.0 25
<br /> I
<br /> o 25' VC 25' VC 25' VC
<br /> K=16.67 25' VC
<br /> K=16.67 ^ RECORD DRAWINGS
<br /> g 20 co
<br /> oo20 THESE RECORD DOCUMENTS HAVE BEEN PREPARED FROM THE
<br /> co o o ± ± ► �: co.oCONTRACTOR'S REDLINED MARK-UPS OF THE CONSTRUCTION
<br /> �' `V K' `V in N �' `Ni �' `` K' '- '�' '�' DOCUMENTS. THE ENGINEER OF RECORD SIGNING OR NOTED IN
<br /> Q it ¢ II Q II Q II ¢ [I II •
<br /> W �; W ; ; w W w N w THESE RECORD DRAWINGS HAS NOT WITNESSED ALL ELEMENTS OF
<br /> 15 �. S_ > �, ,- CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR
<br /> a. o > 15 OMISSIONS IN DATA PROVIDED BY THE CONTRACTOR'S REDLINES.
<br /> CS) - - - - - - _ - - -\ ��� N -0.00% I
<br /> v o o -1N. .50q 1.50%
<br /> -- - - - - - - - - - - - - -- - - � - - - - ,- - - -ZSC
<br /> - - - - - - _ - - _ -
<br /> -- EXIST ELEVATION AT OF TRAIL (TYP) - - - - - - - - - Tti
<br /> 10
<br /> 0, EXIST 12" SD PROP ELEVATION AT c. OF TRAIL (TYP) 0 EXIST 8;' SD 10
<br /> A EXIST 12" SD
<br /> - j
<br /> � EXIST 12" SD
<br /> 5
<br /> :� 5N
<br /> rn
<br /> o 'd ►^ cD N p co O co ^ tet- cp O o O O O O 00 CO CO
<br /> 0 00 1"-- CD CO CIDCC, CN CN N N. I� CO CO 00 O
<br /> cp 7 r) rrj N r7 r7 N) I7 I COcfl cD COc0 CZ) LC7 o i d' - N cV C CV
<br /> M c4 e4 N N CV e4 e4 c4 N IIS CO
<br /> g 0 10 20 40
<br /> co
<br /> 28+80 29+20 29+60 30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 33+20 1 inch = 20 ft. HORZ
<br /> 0 0 2.5 5 10
<br /> ti 1 inch = 5 ft. VERT
<br /> RECORD DRAWINGS
<br /> ' Call 811PROJECT ENGINEER: SCALE: DWG. NO.
<br /> 181ioey ) PORT OF EVERETTs C. BORZIO AS SHOWN
<br /> Port 0 ,,.1k,pti
<br /> before you dig
<br /> C2.6
<br /> E .;' DESIGNED BY: DATE:
<br /> N �, 02.20.20 AGC RECORD DRAWINGS C. RAPP 03/23/2018 RIVERSIDE BUSINESS PARK CIP N0.
<br /> 3-0-031-01,
<br /> c.imoi' 16015th Avenue,Suite 1600PUBLIC ACCESS TRAIL SEGMENTS C '
<br /> 3-0-022-01
<br /> WA 98101 DRAWN BY: CHECKED BY: 9 D i 5-0-015-01
<br /> / , ,,, Seattle, 1 06.28.18 AGC PERMIT REVISIONS
<br /> 206.622.5822
<br /> o �j P.O. Box 538 bin ay- WWW.kpff.�om T. DEWITT A. CISNEROS F, J , AND K WITH VIEWPOINTS G AND H PROJECT
<br /> GRADING AND DRAINAGE PLANNO. PA-RS-2018-02
<br /> EVERETT, WA 98206 •
<br /> /0\ 03.23.18 AGC 100% PERMIT SUBMITTAL
<br /> o APPROVED BY:
<br /> � (425) 259-3164 PROJECT NO. X600312 No AND PROFILE
<br /> DATE BY REVISION NO. DATE BY REVISION TRAILS K, F & VIEWPOINT H SHEET NO. 25 OF 48
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