My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2000 TOWER ST 2025 BASE FILE Plans 2025-11-05
>
Address Records
>
TOWER ST
>
2000
>
BASE FILE
>
Plans
>
2000 TOWER ST 2025 BASE FILE Plans 2025-11-05
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/5/2025 1:15:58 PM
Creation date
11/5/2025 1:15:36 PM
Metadata
Fields
Template:
Address Document
Street Name
TOWER ST
Street Number
2000
Tenant Name
BASE FILE
Permit
PW2504-026
Year
2025
Notes
Replacements of water and sewer lines, and stormwater swale
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.
/
8
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
V \\\ LEGEND: ��n <br /> / \ � AA ARCHITECTS <br /> i \ SS SANITARY SEWER PIPE <br /> CONNECT TO EXISTING 6" I W WATER MAIN PIPE STARLING <br /> FIRE PROTECION SVC WITH: PARKS STUDENT UNION �'' \ O WHITEHEAD <br /> (1) 6" COUPLING I , \ <br /> ON ECT TO I G WATER VALVE &LUX <br /> AT R MAIN V <br /> D MJ \ L- WATER TEE <br /> n 901 FIFTH AVE N03100 <br /> SEATTLE.WA 98164 <br /> r (immunity College 206-682-8300 <br /> x8"x6"TEE, xFL 20LF 6" �1 Wetmore L-i SWLARCHITECTS.COH <br /> LJ GATE VALVEL �SD Ill1J <br /> (1) 6" FLxMJ ADAPTER " 22.5' xM�td 1,J ss I 6 = <br /> w w CKING W S SS\ 0 i Contact: II=ri F SURVEY NOTE: <br /> w w W" SD SS Own e en a Iv�f e. <br /> SD SO SD ss Stat 0 a1��ll gt RMATION FROM SITE OBSERVATIONS <br /> 24LF 6" DI 155LF 8" DI SD S 1 W 136LF 8" DI Sp S JACKSON CENTER Dep l Vf nt R AP 0)� lyft SITE FEATURES <br /> Engi ric a�" ervices <br /> 4 W ABANDONED 6" <br /> 1500 J rs In SERbt SE <br /> FIRE HYDRANT ASSEMBLY (1) 8"x8"x6"TEE, FLxFLxFL G G— WATER MAIN Olympi ,IWA 9 5J <br /> T <br /> PER COE STD DETAILS (1) 6" GATE VALVE,mFLxFL m P.O.B 41 <br /> 54LF 8" I 9 `5�-1476 <br /> 507 & 508 (1) 6" FLxMJ ADAPTER 60 490- 8 IIIJJJ <br /> THRUST BLOCKING v N <br /> W o W W on tact: , IEt:Tfl I <br /> (RDGRAY WOLF HALL ° W ITY S(per DOSS cti �.1): 1 1 1 1 <br /> � W <br /> W W W <br /> SSA A.No connectio toge existing main ill allowed except by means of an approved backflow 728 134th Street SW Suite 200 <br /> (1) 8" 22.5' BEND, MJxMJ N 2 SS�prev.5'tttie .... tisfactory h'I g,testing,disinfection,and receipt of satisfactory <br /> bacted logical test resu I Everett.Washingqtton 98204 <br /> ra 9 a Ph:425-141-3800 <br /> B.Connections to and taps on existing ai will be made by the Public Works Department at the <br /> CONNECT TO EXISTING 8" www.reidmiddleton.com <br /> �AIN WITH: developer's expense.The Public Work De artment shall be given at least 5 business days notice for <br /> (1) 8- C�I F�iTIG each connection.The Public Works De a ent shall thereafter determine the date and time at which <br /> REMOVE EXISTING 90" he connection shall be made.aterlals must conform L ty of Everett Standards. <br /> D.A pre-constr c i hall be h Id vith the City prior to the start of construction.The City of <br /> Everett Public Works Construc i Divisi n iust be notified at least 24 hours prior to commencement �,� p, <br /> of construction. �` oFWAS�Gfs <br /> Q L J SS 5 m E.The developer or the develo is aufAori ad agent shall notify the Public Works Department of a <br /> ® person who can be contacted r arding pro lems during construction on a 24 hour basis. = z <br /> F.Maintain a minimum of 10 fe hor2 tal nd 18 inches vertical separation between potable and <br /> S non-potable conveyance syste sG. . 51�9 <br /> 0 S cn new All <br /> and existing,ett vabe lv s s esls'be <br /> at all by times. <br /> Works Department personnel only.All valves, o sslorvnL E'cl�� <br /> UTILITY PLAN01/21/2025 <br /> CONSTRUCTION NOTES: GENERAL NOTES: <br /> / \d p City Standard x CONNECT TO EXISTING 6" CONCRETE SEWER 1. RESTRAIN ALL PIPES, JOINTS, AND FITTINGS OF THE <br /> \ //4/ `y Drawing 617 is not MAIN WITH (1) 6" FLEXIBLE (CONCRETE x WATER SYSTEM. <br /> /i applicable here;this PLASTIC) COUPLING &EVERETT <br /> detail is for pipe 2. BEFORE COMMENCING CONSTRUCTION OF WATER AND <br /> i connections into a x CONNECT TO EXISTING MANHOLE WITH SEWER, EXCAVATE TO VERIFY LOCATION AND INVERT <br /> s er main I CONCRETE MANHOLE ADAPTOR.SEE p m� ELEVATION OF THE EXISTING SANITARY SEWER AND WATER COMMUNITY COLLEGE <br /> / PIPES TO BE CONNECTED TO PROPOSED SYSTEM. IF A <br /> / <br /> CONFLICT EXISTS, CONTACT THE ARCHITECT IMMEDIATELY. <br /> / L PROVIDE MECHANICAL AUGER TO REMOVE�, I CALCIFIED MINERAL DEPOSITS AND ROOT 3. THE CONTRACTOR SHALL USE A PRIVATE UTILITY LOCATING <br /> INTRUSION DEBRIS WITHIN SEWER PIPE. HYDRO SERVICE TO IDENTIFY ALL UTILITIES PRIOR TO ANY <br /> LOT F JET PIPE SYSTEM. EXCAVATION. <br /> 4. PROTECT EXISTING UTILITIES TO REMAIN DURING EVC - Storm and <br /> REMOVE EXISTING GRATE AND REPLACE WITH CONSTRUCTION. <br /> S Per DCSS Sect! 6-6.3(4),no BEEHIVE GRATE. Water Line <br /> W 5. SEE DETAILS A AND B C-501 FOR WATER AND SEWER <br /> W ss PVC pil joi shall be placed TRENCH DETAILS. / Replacements <br /> within 10 f t of outside face of <br /> _ ILe be to replaced section UTILITY CROSSING NOTES: <br /> (/) nee to be longer,if possible. PHASING NOTE: <br /> s� I . unclear in this drawing if <br /> Un s 41 ere is a side sewer A INSTALL WATER BELOW COMBINED SEWER PIPE 1. COORDINATE WITH OWNER PRIOR TO CONSTRUCTION <br /> _ "WITH MINIMUM 12 VERTICAL CLEARANCE. <br /> nnection within 10 feet OPERATIONS TO DETERMINE APPROPRIATE TIME AND <br /> _ F-1 2 INSTALL WATER BELOW GAS WITH 12—INCH DURATION OF UTILITY SHUTDOWN/OUTAGE FOR <br /> ~ LJJ Ps UTILITY PIPE INSTALLATION. <br /> VERTICAL CLEARANCE. COORDINATE WITH PSE <br /> L1 <br /> s (NATURAL GAS PURVEYOR) PRIOR TO 2. INSTALL MOST OF THE NEW WATER MAIN SYSTEM TO Permit J ABANDONED 6" CONSTRUCTION OPERATIONS. <br /> WATER MAIN REDUCE EXISTING WATER SYSTEM SHUTDOWN Drawings <br /> Z 10L t 6" PVC QQ DURATION FOR WATER MAIN CONNECTIONS. <br /> J (M CH EXISTING SLOPE) /LF16" PVC UTILITY PLAN <br /> = CH E TING SLOPE) <br /> U 1 c so <br /> W 3 w W 2 S ss <br /> Q 3 W <br /> $ SS -IN W- <br /> SS S W <br /> 1 W I SS SS SS S W M S SS <br /> 151.1 <br /> EMERGE Y PHONE-- <br /> / Client Project No.: 2024-159 G(1-1) <br /> G SCALE IN FEET — _ r SWLArchitects 24012 <br /> n Protect No.: <br /> 20 0 20 40 I I Date: February 6,2025 <br /> UTILITY PLAN CE City of Everett Permit Review KEY MAP C U 101 <br /> EVERETT Status:Approved as Noted <br /> 05/01/2025 11:40:37 AM <br />
The URL can be used to link to this page
Your browser does not support the video tag.