My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3003 W CASINO RD 2019 BLDG 45-767 Plans 2023-01-26
>
Address Records
>
W CASINO RD
>
3003
>
BLDG 45-767
>
Plans
>
3003 W CASINO RD 2019 BLDG 45-767 Plans 2023-01-26
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2023 9:57:14 AM
Creation date
1/25/2023 2:05:23 PM
Metadata
Fields
Template:
Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 45-767
Permit
B1904-001
B2004-003
Year
2019
Notes
STALL 113 MODIFICATIONS TO BOEING FLIGHTLINE TRAILERS. STALL 113/115 BUILDING MODIFICATIONS BOEING
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.
/
29
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
MATCHLINE — SEE DWG 45-YD—C290-08 <br />(j V <br />i I i i l ISTS <br />a_ <br />� <br />-k <br />I I �1:,10 <br />SS005 m <br />:D 0 0 <br />�. CB-1 <br />P?l <br />21"CONC:� srs 21 STS <br />_ ---- STS <br />PN39 (FILLEDI <br />SDMH RN5 21 CONCH' <br />_ _. sas " o <br />15ON 15" CONC�T I co <br />(FILLED WITH CD (FILED SU 321 <br />...� <br />.._� . <br />_ B=2 I I <br />lB-1 i <br />ra (L oF) <br />. -= <br />la r1 Iirfi r�j=� <br />C220 o o o I <br />0 <br />W <br />srs ,o srs �,:.....-_� <br />___ _ -_ <br />_ srs _ <br />-'SSA '� I <br />srs I� <br />SS008 �0 1$ SAN <br />U <br />-� -- <br />"GONG� SS007 <br />STS s <br />12��'STS � �� � CB—? <br />s PN38A ' <br />S� <br />SDMH SHUTOFFILVI,5CONNECTIT64 <br />C560-1 SANITARY OVERFLOW <br />i <br />I <br />AN <br />U <br />�I <br />II <br />LLj <br />Ld <br />cn <br />1 <br />�� <br />o <br />w w <br />J <br />PN37 <br />SSMH <br />SD023 <br />CB-2 TO STORM <br />,7 I <br />-2 1 } I <br />I � I <br />J l � <br />�i <br />PN36~ <br />SDMH <br />2 "CONd <br />is —►-- <br />STS ' <br />V' <br />� ' E <br />�. <br />CO-2-N4--1-X <br />—2 { <br />I 1 i t <br />if <br />11 # <br />I <br />Lo <br />I W <br />89 <br />I ; N? 16 <br />81) H <br />PN 60 �_... .. <br />sw ; <br />ili_ If <br />I 00 C �1 B <br />[ ui x <br />i & <br />STS XV11.1 <br />0 STS <br />�-- <br /><; 0 <br />PN63 _ <br />0 <br />jji ....�...- .DVK - x11' — . D <br />PN4 X� k (/V <br />CB-! : , w� <br />1, <br />— - --------- o/ <br />I H(C-3 117111 <br />z <br />v �4- <br />N <br />J, <br />if <br />I I <br />m <br />i.""""......,.,...yam....,,...._ �., """"`"...'"" ....m_._,w..a. D <br />o <br />IN P f <br />-9 € 0 SHUTOFF VALVE <br />CONNECTION TO P# ; <br />PN44_ <br />2 <br />SANITARY OVERFLOW <br />CB-1 <br />TO STORM <br />PN05-2B <br />C B — 2 coo $£r <br />r, 0 <br />[ I <br />iii ��........ �. PN? 18 <br />P N. 20 I i ___....:_ SS M H <br />I 7'M'H-- <br />I N?1- I <br />I. @ I <br />cD <br />SYM REVISION BY APPROVED DATE SYM <br />— GENERAL REVISION JMP 1-3-2012 <br />A ACTIVATE STALL 113/777X CI REFURB 22999285/W6214003 CEI AH 03.26.18 <br />MATCHLINE - SEE DWG 45—YD—C290-17 <br />PARTIAL PLAN <br />SCALE: 1 " = 40' <br />REVISION BY APPROVED DATE <br />':0o� w sk <br />T <br />OUTFACE � <br />BLK-1 I <br />1 <br />il <br />I� <br />ICD <br />w <br />IV) <br />ACOFFMANEISSUE FOR PERMIT <br />ENGINEERS <br />1101 end Avenue, Suite 400 3/26/2)19 <br />Seattle, WA 98101 <br />ph 206.623.0717 <br />www.coffman.com <br />DRAWN DATE SUBTITLE <br />ACCEPTABILITY J. PEARSON 03.08.07 <br />THIS DESIGN AND/OR CHECKED SANITARY SEWER AND STORM DRAINAGE PLAN <br />SPECIFICATION IS APPROVED <br />APPROVED BY DEPT. DATE rRGINEER TITLE ACTIVATE STALL 113/ 77X CI REFURB <br />CHECKED <br />LEGEND <br />O STORMWATER MANHOLE (SDMH) <br />0 CATCH BASIN TYP 1 <br />0 CATCH BASIN TYP 2 <br />OUTFALL <br />— — — DRAINAGE BASIN BOUNDARY <br />GENERAL NOTES <br />1. PROTECT ALL EXISTING SURFACE FEATURES TO <br />REMAIN, INCLUDING BUT NOT LIMITED TO STRIPING, <br />VALVE BOXES, FIRE HYDRANTS AND SPRAY <br />NOZZLES, HAND HOLES, LIGHT POLES, <br />MANHOLES INLETS, UTILITY BOXES, TIE DOWNS, <br />AND EQUIPMENT PRIOR TO WORK. <br />2. EXISTING UNDERGROUND UTILITY FEATURES SHOWN <br />ON PLANS AND PROFILES ARE BASED ON SURVEY <br />DATA, GPR SURVEY, AND RECORD DRAWINGS AND <br />ARE THE BEST AVAILABLE INFORMATION AT THE <br />TIME OF PLANS PRODUCTION. THE CONTRACTOR <br />SHALL FIELD LOCATE ALL UTILITIES PRIOR TO THE <br />START OF DEMOLITION WORK. <br />3. COORDINATE ALL UTILITY SHUT DOWNS WITH <br />BOEING FACILITIES PRIOR TO EXCAVATION. <br />CONSTRUCTION NOTES <br />CONSTRUCTION OTES <br />INSTALL 3 LF OF 6" PVC SAN SEWER PIPE. SLOPE <br />PIPE @ 2.0% MINIMUM. FITTINGS AS REQUIRED. SEE <br />45—YD—0571-03 FOR PIPE TRENCHING AND <br />BEDDING. <br />CONNECT TO EXISTING 12" SAN SEWER. CONNECT <br />WITH "KOR—N—TEE" OR APPROVED EQUAL. FITTNGS <br />AS REQUIRED. <br />11 <br />KEY PLAN <br />N <br />SCALE: NONE <br />,/ <br />REVISION:•DATE <br />CURRENT••• <br />: • 11 <br />03.26.19 <br />C290-12 <br />S 11 E 4- T U JOB NO. ICOMP NO. c <br />EGISTBR� <br />l� <br />SSIONAL <br />+� roniao <br />1 1"' ' 'w"" I 1CIVIL MASTER <br />a <br />EVERETT, WA DWG N0. 45—YD—C290-12 <br />
The URL can be used to link to this page
Your browser does not support the video tag.