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/ 1---___(N20 `
<br /> ouRit
<br /> LOT 1 / - -
<br /> F-cr) PSE PRS •1.0
<br /> ' / 24.,
<br /> X QPFO' - -C M 1E 8.41 /lE 2 6 T`E` PIPE - „o° \\ i ���1
<br /> 41 P oi, GP
<br /> • • ••
<br /> -
<br /> .t► dir a -----________„e`� 'RV, , \ CONSTRUCTION NOTES:
<br /> Q • 7• A, 12.7' F� //r ' �� � S,',,,' -.----0Y-3-•C' ---- �J►��►
<br /> : - r\/ w COD A/ i/'''' ' .
<br /> _ _ � � e�E�P� N yV� _ �,� 1. INFILL SIDEWALK IS PARTIALLY SHOWN AND LABELED ON
<br /> --
<br /> _- 1 �� P IQN , �� �� `- 'rte I
<br /> _ _ _ / , IOW FOUND RAISED TO SURFACE AP Roy AT �,\� , �? S THIS PLAN FOR REFERENCE TO THE LANDSCAPE PAVING
<br /> -- MATE / \ - 'tit X
<br /> • • 11- _ HIGH DDI A e ri/i / __ - ✓: ,, - .,
<br /> �►i \ _� Fps ivATER ti� RY %�� \ti��; OD PLANS DRAWING L1.2 AND ASSOCIATED DETAILS.
<br /> 7
<br /> M? 4`� ARK „\ TRACT- D ---
<br /> 2. RUNOFF FLOW ARROWS ARE NOTED TO DEPICT THE
<br /> 81
<br /> _ - - t 324:, 1 `�► by
<br /> _ - ♦� 44-24- �'\ga` / %' - _ ,\--
<br /> , _ _ EXISTING OVERLAND DRAINAGE PATTERN AND FOR THE
<br /> N " - ., A ----,,,,--$:-,%-I---,„------.::„..\_:--
<br /> ~ , „ TRAIL D TRAIL J 2___________
<br /> -�` __ /� CONTRACTOR TO ENSURE THAT LOW POINTS ARE NOT
<br /> i
<br /> __ . \ �S �. _________\„--- �S CREATED WITH CONSTRUCTION OF PROPOSED
<br /> /// � IMPROVEMENTS.
<br /> C) /
<br /> J - 1 --c,_F / r
<br /> \27>--�y / /
<br /> LO
<br /> ,''',/ /7/ /7/' - � CI NOT USED ON THIS SHEET.
<br /> LMw_3gS
<br /> - _..E ,� �' rib �' , / , -�.
<br /> / '/'' / ,/ , ' ` > ® AREAS OF TRAIL WITH FINISHED GRADE ELEVATIONS 12.7'
<br /> / \ -,' i OR BELOW REQUIRE A DIFFERENT PAVEMENT SECTION
<br /> \2--.-
<br /> M �o 1'1-�` �,2 WITH ADDITIONAL CSBC AS NOTED IN THE LAYOUT AND
<br /> / p \ 8s e ------<---'_<,.---k�,� \ l 5.16 „-3--5,--;:.--.---_---=-----7,_-,-_-_-,--_ = ;� _/' f PAVING PLANS.
<br /> l
<br /> r .
<br /> / L WATER �IS16(E \\< // il .„.„--, -,, __-- C> _ .., or- NVr z , z
<br /> -�
<br /> / '- .----s . Pc ' , _ ,„ ,.....,
<br /> TCP / S . ..
<br /> S° ` ,� ` ` X� !E 5.7 '96 o ' S 1 D / ./
<br /> L�MW IE 5. _7-SW J - ,� 0 1E . 1__4,, MP�N 16,/ M r;
<br /> -,S° - 42 _ SE - U1, cP /( RD
<br /> / RECORD DRAWINGS
<br /> / ` �_So \‘'L2',\\\\:\\\ T ccMw_ 1/7\.--.7./ 15 - S° �0 4R THESE RECORD DOCUMENTS HAVE BEEN PREPARED FROM THE
<br /> �� II:\
<br /> O S \ \ S y CONTRACTOR'S REDLINED MARK-UPS OF THE CONSTRUCTION
<br /> / ` S° / \ �- S° ° S 77-0p
<br /> 13 i�°j ENGINEER OF RECORD SIGNING OR NOTED IN
<br /> T DOCUMENTS. THE NEE
<br /> / ---100000.--;00.0>000000,/' _`SD�_ \\\`I \ / A ,2. OP 75Q \ l j k` \� ° z4 CPP (N W) �r� THESE RECORD DRAWINGS HAS NOT WITNESSED ALL ELEMENTS OF
<br /> / / 4. _ �� , s24 ,� CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR
<br /> PARCEL BE _N a �\S
<br /> 1 S°^ ''�°g °�'y ' OMISSIONS IN DATA PROVIDED BY THE CONTRACTORS REDLINES.
<br /> \ \ \\ \, , \ ` \ N 16 E 81%l 18 PVC (NIry' Top 16.7 n'
<br /> 40 - ° . I , ii _ , CPP (SE > \ /E 8'3-18 Cpp /
<br /> REFER TO L1.2 DRAWING -�, , - --- S --- - - /�'\ \ / ,, � (Nwo � �,
<br /> ill
<br /> FOR INFILL SIDEWALK 1 , �� So 7 / / ;
<br /> ti \s 1 - 1 - " CONNECT A a IST /\
<br /> I SIDEWALK SEE , 2/ /1 I / / / / / I
<br /> \ \
<br /> \S 9G __ _y _ \ p ri o
<br /> _ _ / L7�Y011; D \
<br /> 1 -, --'-e -� '� ` PAVING PCA / 0
<br /> \j/ �}
<br /> P -- -- P c I � _ LOT 2 //
<br /> /11 6'0/
<br /> *,1- i '-X / / / / \ / ' /
<br /> 35 35
<br /> 4
<br /> FPE LESS THAN 12.7' 0 +I
<br /> 30 © l + 30
<br /> PVI STA. 10+30 24 PVI STA. 11+18.43 PVI STA. 12+39.41 PVI STA. 13+26.26 PVI STA. 14+59.94
<br /> v PVI EL=12.18 PVI EL=11.20 N PVI EL�16.39 PVI EL=16.84 PVI EL=15.66
<br /> 25' VC 100' VC100' VC 25' VC 50' VC
<br /> 25 j
<br /> 25
<br /> h: ; cid oo oo rri oMo M
<br /> 'cl- cou7
<br /> m I O r'` + 0 0 ± co CO
<br /> ± N N ) r ; M co oo
<br /> c° O
<br /> c I • N '- N � , ' pi) C,D ,- cD '- CD u7 •-- if
<br /> 20 f d t Q tl 7d. ...►t ...e .It Q.. ....It d n a :tl
<br /> V) w V) W Nw Nw cnw V) 1.1.1 ciw v) w N -w' � w
<br /> L. C-)
<br /> CL 0.51% >s , .8
<br /> 15
<br /> 15
<br /> _ _ - _- - _ ._ - - - - - PVI STA. 13+56.91
<br /> It
<br /> _ - 0.75 -�_� -1.11
<br /> APPROXIMATE LOCATION OF PVI EL=15.66
<br /> °- - - - - - EXIST 24" SD
<br /> - - - - �- -- - z - - - ____-
<br /> c„, GEOSYNTHETIC CLAY LINER
<br /> 50' CONCRETE EXIST ELEVATION AT OF TRAIL (TYP) 25' VC 10
<br /> m 10PVC STA: 13+44.41
<br /> p LOW PT EL 11.66± STA 10+89 PROP ELEVATION AT 4. OF TRAIL (TYP) EXIST 24" SD EXIST 18" SD EL-16.14
<br /> ( EXIST 24" SD PVT STA. 13+69.41
<br /> EXIST 24" SD EL=15.66
<br /> N
<br /> EXIST 6" S Q
<br /> 5 • 5
<br /> oo N o cfl COco oo o rn c� �t cz.o r7 CO cr., C °O rn PO rn r7 ° cv o 00 r j co ^ oCO o C CSO °° o Cr) a' ' . _==0 40
<br /> • CV • N • r7 `r `r `ri • u7 • `� • `o • `� `i `o `fl ori co `n '� 1 inch = 20 ft. HORZ
<br /> CV N N .-- N N I rj r7 co tri co CO CO COCD tri v7 u7 .- u7 u7 u7
<br /> o 0 2.5 5 10
<br /> 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 1 inch = 5 ft. VERT
<br /> N
<br /> RECORD DRAWINGS
<br /> ' Call 811 PROJECT ENGINEER: SCALE: PORT O F EVER ETT DWG. NO.
<br /> Cr) C. BORZIO AS SHOWN ■2
<br /> otwo business days
<br /> before you dig DESIGNED BY: DATE: RIVERSIDE BUSINESS PARK CIP NO. 3-0-031-01,
<br /> E \/1,44, 1601 5th Avenue Suite 1600 02.20.20 AGC RECORD DRAWINGS C. RAPD 03/23/2018 PUBLIC ACCESS TRAIL SEGMENTS C, D, 5-o-oi 5-oi'
<br /> �� �. DRAWN BY: CHECKED BY:
<br /> , �,,.;, ; ,,;;. Seattle,WA 98101 06.28.18 AGC PERMIT REVISIONS
<br /> .�x�' 206.622.822 T. DEWITT A. CISNEROS F, J , AND K WITH VIEWPOINTS G AND H PROJECT
<br /> c-NIO'f.
<br /> ,; www.kpff.com A NO. PA-RS-2018-02
<br /> o / P O. BOX 538 03.23.,8 AGC 100 PERMIT SUBMITTAL APPRovED BY: GRADING AND DRAINAGE PLAN AND PROFILE
<br /> EVERETT, WA 9820606 .
<br /> (425) 259-3164 PROJECT NO. 1600312 NO. DATE BY REVISION NO. DATE BY REVISION TRAILS D & J SHEET NO. 21 OF 48
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