My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
8102 EVERGREEN WAY FINAL EVERETT 4 CORNERS 2025-08-04
>
Address Records
>
EVERGREEN WAY
>
8102
>
EVERETT 4 CORNERS
>
8102 EVERGREEN WAY FINAL EVERETT 4 CORNERS 2025-08-04
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/4/2025 9:24:20 AM
Creation date
8/4/2025 6:56:04 AM
Metadata
Fields
Template:
Address Document
Street Name
EVERGREEN WAY
Street Number
8102
Unit
FINAL
Tenant Name
EVERETT 4 CORNERS
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
739
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
a� <br />SW 1/4, SEC. <br />07, TWP. 28N., R05E, W.M. <br />m <br />J <br />585 <br />585 <br />595 <br />595 <br />590 <br />590 <br />LOW PT STA: 91+65.84 <br />W <br />LOW PT EL: 571.22 <br />w <br />PW STA:91+51.44 <br />PW STA: 90+68.36 <br />PW EL: 570.67 <br />580 <br />580___ <br />590 <br />HIGH PT STA: 81+85.00 <br />590 <br />585 <br />PW EL: 574.21 <br />AD:' 6.25 <br />585 <br />w <br />o <br />PW STA: <br />10+14.46 <br />LOW PT STA: 81+00.00 <br />HIGH PT EL: 576.96 <br />AD: -2.25 <br />K. 12.80 <br />} <br />w <br />m <br />PW EL: 567.31 <br />LOW PT EL: 576.02 <br />PW STA: 81+85.00 <br />� K. 13.33 <br />80.00' VC <br />aan <br />AD: <br />2.00 <br />PW STA:81+00.00 <br />PW EL: 57Z11 <br />�" 30.00' VC <br />w <br />N <br />K: 10.00 PVI EL: 575.83 AD: -3.00 0 p o <br />o cr <br />20.00 <br />VC <br />AD: '3.00 <br />K: 13.33 <br />0 0 "? ^ "? '', <br />M � -3 ZE <br />rn <br />575 <br />o p <br />575 <br />585 <br />K. 16.67 <br />40.00 VC x <br />585 <br />580 <br />^ ^ <br />0 .r to ,ii,n M <br />+ N O <br />?�' �'�' <br />} _ ro co ,_ <br />"tX)+oLo <br />580 <br />o <br />`t 50.00' VC �"� �00 � o� o� rn� <br />p �.- d.�. o o _�+ <br />O� �� rnIn^+ II <br />p cyIna0 <br />pn <br />Ne- <br />O^ O O� <br />+COLD 0) n rnh <br />p+II <br />pcqN <br />... <br />h41 p p� <br />HW pNy <br />z <br />p+vn. <br />.oto <br />-to <br />pcp <br />�h <br />pL <br />p. 0 <br />��-. :.. <br />tp a0 p0a. .,�Up. <br />'t^ ONIn <br />6il;j (ri ail <br />I- W UU UU : <br />» : °'o)V �VM•V•. <br />tbm h09 <br />»~V-Wi <br />W W 2 <br />:�N•- II <br />Z .J <br />: :: : :: ::: <br />(ri 4i <br />::: :. <br />::: <br />0: <br />h+co <br />t�N NN <br />N^:: NIn cC. <br />-I » ::: » : <br />lid mm WW <br />. to Ot8 <br />NNj�e}Nt�. <br />-- <br />570 <br />I I <br />=`I I W <br />» <br />» EXIST. GROUND AT <br />570 <br />580 <br />Nn <br />+opoln <br />m i <br />+roan <br />580 <br />575 <br />_ <br />a,+ II +�- <br />\ ( •-p p, <br />- <br />575 <br /><4ii w <br />E J. <br />m m <br />W W DRIVEWAY (TYP. ) <br />CO <br />If <br />�» °° ^ <br />vi Wvi to <br />:: :: <br />amo :: : WW Z-4.?5 <br />co�mm: <br />?IIW2IIW.7EGROUND <br />•00� - , <br />cn <br />1.50% <br />EXIST.GROUND <br />EXIST. GROUND AT <br />2.00 <br />� ( •) <br />565 <br />565 <br />575 <br />----- <br />'--- <br />SD 65LF 12" SD <br />575 <br />570 <br />GRADE AT <br />570FNISH <br />TDRIVEWAY <br />FINISH GRADE AT <br />30LF 12" <br />DRIVEWAY (T P• --ONAL <br />- <br />q (>�•) <br />TO EXIST. <br />POND <br />AT <br />-I�- <br />0CB30 <br />9-6LF 12'LSD- _ <br />"SDD <br />- <br />S_0.50% <br />S=0.50% <br />�•)S=0.52% <br />T1PE 1 <br />S=0.56% <br />560 <br />RIM=566.69 <br />560 <br />570 <br />570 <br />565 <br />565 <br />IE(12"SE)=564.06 <br />DRIVEWAY q (TYP.) <br />CB25 TYPE 1 <br />RIM=568.27 <br />" <br />21LF 12 SD <br />CB300 TYPE 1 <br />CB305, TYPE 1 <br />CB160, TYPE 2-48 <br />CB155 TYPE 1 <br />CB15Q TYPE 1 <br />I IE(12'L)=563.91 <br />5=0.70% <br />RIM=576.02 <br />RIM=576.80 <br />RIM=571.22 <br />RIM=571.61 <br />IE 12NW=563.91 <br />( ) <br />IE(12'N)=572.94 <br />IE(12"S)=573.26 <br />RIM=574.08 <br />IE(12"W)=566.73 <br />IE(12"S)=566.55 <br />565 <br />IE(12'SW)=572.94 <br />565 <br />1E(12'E)=56Z23 <br />IE(12'N)=566.73 <br />IE(12'E)=566.55 <br />z <br />555 <br />555 <br />560 <br />_ <br />IE(12'N)-567.23 <br />IE(12"5)=566.73 <br />560 <br />0 <br />� <br />z_ <br />E <br />EXIST. GRADE @ DRIVEWAY (TYP.) <br />EXIST. GRADE @ DRIVEWAY 12 (TYP.) <br />EXIST. GRADE <br />@ DRIVEWAY I (TYP,) <br />a <br />3 <br />550 <br />FINISHED GRADE ® DRIVEWAY (TYP.)', <br />550 <br />560 <br />FINISHED GRADE ® DRIVEWAY (TYP.), <br />560 <br />555 <br />GRADE ®DRIVEWAY (T)P.)', <br />555 <br />z <br />FFINISHED <br />z <br />0 <br />�I <br />SIN �, <br />w'. <br />�I^ <br />°SIN `-Ip °SIN <br />NI^ N.. Obi �nl� <br />w <br />w �:M Q'IN <br />Q'''`O Q'I,N� <br />Q'I,p3 D ' <br />2 <br />m <br />�: <br />30 K �I : : <br />�. �: : : <br />: : <br />: : <br />UiI <br />�: <br />Uj <br />�.cC <br />Un Un <br />�.tG I�.tC �.tG <br />Ui Ui LC) : <br />�.tC �:tp rl-, : <br />: : <br />: : <br />UiI <br />�: <br />UiI Ln Ui <br />�: F-, �.Nj <br />Un Un: <br />F N �: <br />Un Uj <br />�: r- <br />v7 <br />In <br />In .'0 � '. <br />to : : : <br />: <br />: <br />�n l : <br />� <br />n � n � '. n � n <br />sn sn sn sn <br />� n Lo LO <br />sn to sn <br />: <br />: <br />�n l : <br />rn ,n n � <br />: to <br />n Ln Ln to <br />to In p <br />Ln to n ,. <br />p : <br />p <br />O <br />9+60 <br />10+20 10+80 <br />80+40 81+00 <br />81+60 82+20 <br />90+00 <br />90+60 <br />91+20 <br />91+80 <br />z <br />rn <br />DRIVEA <br />DRIVE H <br />DRIVEJ <br />HIGH PT STA: 61+69.06 <br />HIGH PT EL: 576.58 <br />PW STA: 61+58.13 <br />590 <br />PW EL: 577 09 <br />590 <br />AD:__-5.50 <br />LOW PT STA: 60+54.54 <br />K. 14.54 <br />>- <br />LOW PT EL: 573.90 <br />80.00' VC <br />LOW 'PT STA: 63+85.00 <br />PW <br />STA: '60+60.00 <br />LOW PT EL: 572.95 <br />Z <br />PW <br />EL: 573.65 <br />M <br />M <br />PW STA: 63+75.00 <br />585 <br />o <br />AD: 5.50 <br />N <br />PW EL: 572.75 <br />585 <br />i- <br />K. Z27 <br />40.00' VC <br />+^ <br />to In <br />x �� <br />�' co In <br />AD: 3.00_ <br />K.- 20.00 <br />W <br />o <br />o <br />c>i 11j <br />o cii t j <br />o <br />60.00' VC <br />�y O <br />o <br />"U' m <br />mm <br />pow WW <br />W Cr. <br />580 <br />-' <br />+erg" <br />�� <br />o^ <br />�� corn+II <br />+NIi <br />�o v� <br />o`o� <br />580 <br />7 W <br />_oah <br />y¢^ <br />Coa�c90Mn <br />v+� <br />L (} <br />v <br />N tiW <br />tOOgD UU <br />`- FINISH GRADE AT m A `°In <br />`°`n <br />Q <br />oh <br />mm <br />Mo„j WW <br />? II W DRIVEWAY <br />(TIP.) N tiit�i <br />EXIST. <br />GROUND AT <br />z <br />� <br />II <br />J mm <br />ww <br />DRIVEWAY (TIP.) <br />0 <br />Z <br />cnWW <br />o++ <br />coQ <br />Z-M <br />_ _IW <br />U <br />575 <br />- ---s <br />- <br />575 <br />LU <br />- <br />----- <br />51LF 12" SD <br />m O <br />S=0.55% <br />(q <br />LL <br />570 <br />- --- <br />570 <br />O <br />-�[-105LE-12"�D <br />139LF 12" SD <br />TO CB155 <br />C8156, TYPE 1 <br />5=0.53% <br />S=0.53% <br />CLIENT <br />565 <br />RIM=573.93 <br />IE(12'E)=570.31 <br />TO CB155 <br />565 <br />ce75 TYPE <br />1 <br />FOUR CORNERS, LLC <br />RIM=571.80 <br />10900 NE 8TH STREET <br />TYPE 2-48" <br />CB165, TYPE 1 <br />C817Q TYPE 2-48" IE 12'N =568.80 <br />(, )- <br />SUITE 1200 <br />IM=5 <br />R(12-E) <br />R(12-E) <br />RIM=574.24 <br />BELLEVUE, WA 98004 <br />56 <br />IE(12'E)-567.23 <br />,95 <br />IE(12E)-567.78 <br />IE(12"W)=568.52 <br />PHONE: (425) 453-9551 <br />560 <br />IE(12N)=56X 23 <br />IE(12"W)=567.78 <br />iE(12'S)=568.52 <br />560 <br />EXIST. GRADE ®DRIVEWAY (TYP.) <br />555 <br />FINISHED GRADE ® DRIVEWAY (TYP.) <br />555 <br />C P H <br />LNO <br />if <br />''Q * <br />LOCID <br />N''^ CO <br />�''N <br />0 o �' <br />CONSULTANTS <br />�'.� <br />" m'o m'Q <br />RICO �ICD RICO �'.� <br />m'2 m'N o <br />�'.V HIV' �IM�ILO <br />Nj <br />�''0 <br />AIM I`\IM <br />�'.� �' <br />'.. <br />N <br />0 0 <br />N <br />Site Planning •Civil Engineer ng <br />In <br />n <br />In <br />W) <br />W) W) W) <br />W) W) W) In <br />to n In <br />In <br />In <br />In n n' <br />Landscape Architecture Land Use Consulting <br />11321-B NE 12ath Street <br />60+00 <br />60+60 <br />61 +20 <br />61 +80 62+40 63+00 <br />63+60 <br />64+20 <br />64+80 65+40 <br />laddand, WA 9M • (425) 285-2390 <br />lot South Wenatchee Avenue, Suite <br />DRIVE G <br />Wenatchee, WA 98801 • (509) 293-7731 <br />31 <br />www.cphconsuItants.com <br />PROJECT NO. <br />0024-18-042 <br />0 <br />5 10 <br />DRAWING <br />VERT. <br />IN FEET <br />C3.21 <br />li <br />15. <br />0 <br />30 60 <br />SHEET 24 OF 51 <br />HORIZ. IN FEET <br />whet%below. <br />Copyright ® 2020 CPH consultants, -LC. All Rids Reserved. <br />
The URL can be used to link to this page
Your browser does not support the video tag.