My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3618 W MUKILTEO BLVD 2022 SITE WORK FOR HARBORS EDGE TOWNHOMES Plans 2025-08-07
>
Address Records
>
W MUKILTEO BLVD
>
3618
>
SITE WORK FOR HARBORS EDGE TOWNHOMES
>
Plans
>
3618 W MUKILTEO BLVD 2022 SITE WORK FOR HARBORS EDGE TOWNHOMES Plans 2025-08-07
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/28/2025 11:27:14 AM
Creation date
7/28/2025 11:23:04 AM
Metadata
Fields
Template:
Address Document
Street Name
W MUKILTEO BLVD
Street Number
3618
Tenant Name
SITE WORK FOR HARBORS EDGE TOWNHOMES
Permit
PW2205-022
Year
2022
Notes
SITE WORK FOR HARBORS EDGE (ULS)
Address Document Type
Plans
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.
/
90
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
m <br /> ;m•m SE1/4 SW1/4 SEC.34,TWP.29 N., RGE.4 E.,W.M.............................................................. 20-CL(9);'STA:20+00:27+72 o o wa m n --SCALE_li=A"=20' rn m ro <br /> V= ill=5' <br /> <`� yi-- PROP CL GRADE <br /> fD O <br /> m m 165 _.........:..........:..........:..........:.....................:.....................:..........:....���..;.................... ....... ....... ....... ......-. --- ---j�- . - �'�_____;......... ....... ...... . <br /> "' """'EXI5FING'CL'GRADE" "' <br /> 160 ../..////...... ....... ....... ....... ....... .. ....... ....... ....... ....... ....... ....... ....... ....... ..... .. <br /> W <br /> c155 _............................................. N; -. -...... .... ....... ....... ....... ....... ....... ....... ......... ....... ....... ....... - .. 3 m m <br /> N - .. w.... .. ....... .. Q N N N O <br /> Lu U W W K <br /> 150 .............N.�. .� ..................... ...... ....... .................... .. .... ....... ..... ....... Wo <br /> o <br /> Lu <br /> J <br /> 146LF 8" PVC U) o <br /> / S=-0.62% - c� <br /> O o 0 o r <br /> 145 _...........�..... ssMH s, 4s'oIA:;......... <br /> PVC 5 LT <br /> 166LF 8" STA:: 56.83 90 5.5 CA <br /> 45IE=� RIM 156.83 N n N = <br /> S A4 SSMH 4, 48"DIA. 1'49 (8" E) a <br /> 140 _... .................................... ..... ...... ........ ....... ....... ....... ....... ....... ....... ....... .RIM=15&.03 3.. 6.09' LT......; ........ ....... ....... ....... ....... ................ ....... ..... .. <br /> IE=148.30 (8" N) <br /> IE=148.40 (B" W) ; g <br /> B�LF 8"'PqG SSMH 2, 4$"DIA. & 'n E <br /> 6 37 STA: 21+00.78, 5.00' RT a <br /> 0 ' RIM=151.57 <br /> 135 .... ................... .......................E-140.80 (8„ N)...................................................... ....... ....... ....... ....... ...... a 2 m <br /> SSMH 1, 48"DIA.: IE=140.90.(8" W) a 3% E 2 8 <br /> g <br /> STA:"20+11.60, 5.17' RT <br /> RIM=143.70 2 a [ <br /> IE=135.14 (8" W) <br /> 130 -......IE=135:14 (6�-E).........:.................... .......................;..........;..........;..........;..........;..........;..........;..........;..........;............................... ....... ....... ....... ....... ....... ....... ....... <br /> IE=135.24 (8" S) <br /> 125 _ ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ... <br /> o:r <br /> n' .C,/STERF:••�2 <br /> a ..........................................................................i..........i..........i.. ". <br /> ........i..........i..........i..........i..........i..........i..........i..........i..........i..........i..........i..........i..........i..... Fir <br /> 21+00 22+00 23+00 24+00 25+00 <br /> PRIVATE LOOP RD PROFILE <br /> ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... 160 O0 <br /> & J W00 <br /> �I PROP:CL GRADE J ~ N <br /> `\\\`���..................... ........ ......... ........ ........ ......... ........ Z to rn <br /> EXI§TING CL GRADE:......... 155 PROP FL GRADE U) <br /> W Lu w <br /> O �\ EXISTING CL: GRADE -_--- Q F <br /> ---� 0 w <br /> 3 a ...............:..... ... .� ..... .......... .....................'Y........ ....... 150 145 ........."........ ......... .........: ....... ----.... ......... ' .........: 145 Lu > <br /> W0 Luin <br /> N <br /> -- : - <br /> a <br /> .... ........................................... ....... .... ............... 145 <br /> 140 ......L..:.............._.:-...... 140 <br /> + __- <br /> Lo <br /> N 0 213LF 8" PVC:S=0.607 ---j __._-- :----- ------__. <br /> ...... ------------------- -- <br /> U ................................................ 140 __ <br /> dsI SSMH 3,:48"DIA. SSMH 2, 48" DIA. 135 .. ............._______ --. EX.B„ SS.................................; 135 0Lu <br /> � � STA: 25+74.03, 9.95':LT ... ... ... ..i..i� ------------- � <br /> x RIM=152:22 L------- EX. 8" SS W O <br /> e IE=142.18 (8" E) ...... .. 35 �J a <br /> 0 <br /> ...... EM=143.7 SSMH 1, 8"DW. 0 W <br /> 130 ........ ........ ......... ........ _ .14 (8".W).....,..................... 130 m <br /> IE=135.14 (8" E) W <br /> $g : : : IE=135.24 (8" S) <br /> .........."............................. .. 130 2 <br /> 125 ........ ........ ......... ........ ......... ........ ........ ......... . ........ . 125 <br /> FvI .... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... .. ; 125 <br /> VERIFY SCALE <br /> BAR IS ONE INCH ON ORIGINAL DRAWING. <br /> a 120 . 120 HORIZ. 0 <br /> "-, .......................... ....... ........................................, Scale In Feet <br /> IF N N IN H N THI SHEET, <br /> ADJUST SCALES ACCORDINGLY <br /> y1 ................................................................... ...................................................................... 120 100+00 101+00 SCALE: DATE: <br /> AS SHOWN 9/26/22 <br /> 26+00 27+00 0 2.5 5 10 DESIGNED BY: CHECKED BY: <br /> x VERT. KIDS ACR/KAG <br /> a-o WEST MLIKILTEO BLVD PROFILE Scale In Feet PACE PROJECT NO. 21586 <br /> PRIVATE LOOP RD PROFILE CALL BEFORE <br /> YOU DIG 811 C5"1 <br /> WEE f UNDERGROUND SUMCE(US) REV1122-001 SHEET <br />
The URL can be used to link to this page
Your browser does not support the video tag.