Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
14-101487
• FILE Electrical FederalCity of Community& Permit #: 14-101487-00-EL 33325 8th Ave S Federal Way,WA 98003 Inspection Re Line: Ph:(253)835-2607 Fax(253)835-2609 Request (253)835-3050 Project Name: WYNSTONE EAST LOT 94 Project Address: 1101 SW 339TH ST Parcel Number 957850 0940 Project Description: Install low volt tstat wire for new construction installation Owner Applicant Contractor LENNAR NORTHWEST INC CARA WERMUTH SOUND HEATING&A/C(ELECTRICAL) 12815 CANYON RD E SUITE F SOUND HEATING&A/C SOUNDHC867DE (3/6/16) PUYALLUP WA 98373 5526 184TH ST E 5526 184TH ST E SUITE A PUYALLUP WA 98375 PUYALLUP WA 98375 Additional Permit Information Is this an Online or O.T.C.application? Yes Is Use Educational or Institutional9 No Electrical Fbtturss Thermostat.• 1 PERMIT EXPIRES Monday, September 29, 2014 Permit Issued on Wednesday,April 2, 2014 I hereby certify that the above information is correct and that the construction on the above described properly and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and th f I Way. Owner or agent Date: FINALED THIS CARD IS TO MAIN ON-SITE • �.TM Construction In ection Record Federal Way INSPECTION REQ TS: (253)835-3050 PERMIT#: 14-101487-00-EL Address: 1101 SW 339TH ST Project: LENNAR NORTHWEST INC FEDERAL WAY, WA 98023 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. O LIFER Ground(4295) 13 Ditch cover(4030) 0 Slab/Concrete Floor(4255) Approved Approved Approved to place concrete By Date By Date By Date o Pool Bonding(4195) Temporary Power(4275) Service(4235) Approved Approved Approved By Date By Date By Date El Feeders/Sub-panels(4045) 13 Rough Electrical(4225) El Ceiling Cover(4020) Approved Approved Approved By Date By f7. Date tw ` By Date #El Final-Electrical(4055) Approved By VY' Date -7(Us,I (y ❑ Rough Electrical Final Electrical Right of Way Approved Approved Approved By Date By Date By Date K crv; Web date: 04J25!2007 ' Department of Development and Envlronmen I J Building Services Division :: .3-_ ..... b'rtU 900 Oakesdale Avenue Southwest f .. Renton,Washington 98057-5212 For alternate formats, call 206-296-6600. 206-296-6600 TTY 208-296-7217 i This certificate provides the Public Health-Seattle&King County Department and the Department of Development and Environmental Services with information necessary to evaluate development proposalsv r ; - Do not write in this box I ' Number Name ✓ 4grBuiiding Permit ga'Preliminary Plat or PUD ❑Short Subdivision 0 Rezone or other: ✓ Applicant's name: ,t u4be2 �, 44is �` I/Proposed use: r_ ' ..1 :1 — ■• t -- U3 S 010 .. :r7 a_: :ltA ilia . .v•. +/Location(attach map and legal description if necessary): }eh,} 192(0-{_.9 4Q� 1.,1�./ r C I+ a 44-6 ;a CZ4l.✓ e m `f1 S tat Water purveyor information: s• 1. 0 a. Watei can be provided by service connection only to an existing (size)water main that is 1 0 feet from the site. 0 OR Illil b. Water service will require an improvement to the water system of _ IN(1) st-f.. ? feet of water main to reach the site;and/or 4](2) The construction of a distribution system on the site;and/or MUST et ACM p € 42(3) Other(describe): CUR(tU1iT DEVELO?ER E>J ,1St6N A ( EM SitalikVai FKI ,rz. 64t ,/ 2, Pk a. The water system is In conformance with a County.approved water comprehensive plan. OR ACtiVit5los, ❑ b. The water system improvement is not in conformance with a County approved water comprehensive plan and will require a water comprehensive plan amendment. (This may cause a delay in issuance of a permit or approval.) i/ 3. lik a. The proposed project is within the corporate limits of the district,or has been granted Boundary Review Board approval for extension of service outside the district or city,or is within the County approved service area of a private water purveyor. OR ❑ b. Annexation or Boundary Review Board(BRB)approval will be necessary to provide service. ,l 4. al a. Water is or will be available at the rat of flow and duration indicated below at no less than 20 psi measured at the ' nearest fire hydrant "/�-to`tj_346 feet from the building/property(or as marked on the attached map): • Rate of flow at Peak Demand: 0 less than 500 gpm(approx. gpm) 0 500 to 999 gpm 0100D gpm or more 0 flow test of gpm 0 calculation of gpm Duration: ❑less than 1 hour ❑1 hour to 2 hours fa 2 hours or more Other: $m a7i",iAcif%o 4P' (Note: Commercial building permits Which include multifamily structures require flow test or calculation.) OR V O b.. Water system is not capable of providing fire flow. 5. ® a. -Water system has certificates of water rights or water right claims sufficient to provide service. OR ❑ b. Water system does not currently have necessary water rights or water right claims.. V Comments/conditions: utA (f s"Gt.t,l6Gg Cot sEc a a osee,,icivkl,js (e,Ail f. I certify that the above water purveyor Information is true. This certification shall be valid for one year from date of signature. ...,. , LAKEHAVEN UTILITY DISTRICT Btu- 061-Sb a l' Agency name Signatory.na e 6446. 1 ec H. ,"' r 7/'1,3 ii 72-- Title Signa ."' ign 13TA 7�/IffZ Date a, ✓ ,f HI hest in `• Pressure Zone; Ili*Wes f Elevation of Property a .! 29 ' W'y ,Est. Max. Pressure` -67,`—'717466, psi . The District,at its sole discretion, reserves the right to delay or deny water service based upon capacity limitations in District and Other Purveyor facilities. Water availability form Rev.05-19-2003 Page 1 of 1 8. • Page 2 of 2 I gb 44f, 7 00 _ 00 ,L, . ..„. .%4' el et at - ,,/ OD 00 1. .111 t - r7.GO V l//fit`. ', 4,t. ,. 8 ..--- ,,,eisi. ti ..:13 4111/8441k • ''.;: t? CO'‘.:::.4 '-4* $ • ; • '{ _Mt 1111 � " .-c, %,,,,,47 0 ..11 ./././ \ 4." I,r N r Ai ydrants. +1- . -360 ta C:70 \ M et - ater main: +I-15 ,. -::-Aak -1::.\*\\ r- 1111111111 8'i . '' .... C.We' \ IMO.''' C) *40.*8,-4,74111t6;4 I Illfr rillinallinl . , .e." Ili INE1111111. . -. k .04 NMI irr .... .- ..., oldilkillip ,40,\101101111111k1 IMO i IPIA474\74.00 \agimemil.411111111iiiketilk 'i ,''' iv tZ; 4116%111E ttt ,,,, Nrommo'*.iii MI -111.1111111111iiiiii I - ' tilW5F/HAL 111 .„110 N it '41'1110461' Arm i ri....._• ,I. .,. A1/440,„,silic, ii. ..„ -re-- 1 A. pm slim 6:441 cal \Aiiik44-tradillill cc ©2006:Lakehaven Utility District neither warrants nor guarantees the accuracy of any facility information shown.Facility locations and conditions are subject to field verification. http://columbia/lion/map.aspx 7/13/2012 LAKEHAVEN UTILITY DISTRICT Hydraulic Model Fire Flow Estimate Request/Reporting Form Requested By: Date: KRB 10/19/1999 Location to he Modeled: SW 344 ATI ST& 12 AVE SW(approx.) Lakehaven''4 Section Grid: G-11 Interstellar. SW 344TH/ 12T11 SW Add,Description: See attached map pressure Zone: S38 Results By: Date: Model Run No.: JCS (form update 3/17/11 10/22/1999 Master Water System Model 2007.net BIA) FF#133 Condition Pressure(psi) Flow(gpm) Static 46 0 Fire Flow 20 3000 NOTES: Lakehaven's adopted level of service goals for fire flow rates are 1000 gpm within single family residential areas (including duplexes) and 2500 gpm for multi-family, commercial, industrial areas. Model results depict the theoretical performance of the water system under high demand conditions and arc not guaranteed to represent actual system performance. A design professional should be consulted for site specific design purposes. The calculated fire flow capacity in the above table is based on a currently available residual system pressure of 20 psi at the location modeled. The model indicates that Lakehaven's standard maximum allowable velocity of 10 ft/s is exceeded at a fire flow rate above 2500 gpm. Fire flow capacities greater than 2500 gpm may be accommodated through water system improvements. Form Rev.5/30/08 t I I ?,.. 1 A ,. .-{_!..:71..14.1 e l = 'I _ ,4,,-a,'•lit 1,4 rt 11Si Fll SYf t C? i ---'"-M-1-'7 r, .?'Y' 16, V k',•®,..1 . •1 3 -':.'4 - e 1 ':*t;! -I 1 •• - . TH CT'S'k ! ai ,.. 4 a• iV u r7 .� - . �v•y" . • : N,.___..---,:14,14.40, y--� Vi, r :>.() . #Ai 43.:- \, 14111111' / ihili,,PITO C; AA Ye 0 N IA� , yrilp am` f �`k1,�► N .:!! CAIN\ tl f " _ t t i` £ 1lEN AVE 9.a, _ x — p 'tl !'` i ... ' , 44,1004 ,••'.1:':.;14,.., C J\ — i:r' Id1\. � . `' .; ` '�,. Y I ro /--3 :;./). 6 0.`" A* 1=4..., / , / (u .\ \ ---.1".---.04-' ; 1 L.--., f 417 A 'C's,',...p. //// %—?-;,.; .., /:2\\\;<\ .1.. ; 4, * 60,--7-—- •P 1 i f I, 1 ..-' „) ,<,,- ._:),=\ ... ti 4 Aetv'''03. ''- .- 4 -, --,• ..". •/‘1, s 0- ' 4 10(101:4#,5 es,r, lir '. CI II-- . ;.• t t1 Gi , # ., °: ' *. .4 ."7040.‘ , _ , c .r.s., ,..,.:::„..,.. , .,:. ,. .: 0 i 0,_,,---,„, , ,, e :., ,,, t„,.., c -,., a4' ;Z.",.7. 110A&I'' 'aii \----- tz.k.d.,.."- 1,j• Li c":---qi-....1 7\ $ ~ a v Imo. �t'n - N NlA y�C I 1 ( -I ' '.`� 2 w, .; \ / 1 N 1\A. . ''b\ .0 .r�'� v 1 I 10, ..5. n ,...,..„, v„ --, E 1 • • LAKEHAVEN UTILITY DISTRICT Hydraulic Model Fire Flow Estimate Request/Reporting Form Requested By: Date: Kathy Brown 03/18/98 Hydrant Location: See attached site plan 1/4 Section: G_11 Intersection: 10th Ave SW & SW Campus Drive Add. Description: abbuirrs tsi: 0111 : - —_ muuaL RDN nu.: `" John Bowman, 11. 03/20/98 95LUDSFF.INP FF#61 Conditio Pressure (psi) Flow (gpm) Static 91 0 Fire Flow 20 6300 NOTE: The fire flow analysis was performed at the 10" pipe crossing near 10th Ave SW and Campus Drive. On-site fire flow estimates would have to be determined during design of the water system improvements. This fire flow rate will cause velocities in excess of 10 f/s within the water distribution system and pressures in some areas to drop below 20 psi. A fire flow rate less than 3200 gpm will maintain flow velocities below 10 f/s and system pressures above 20 psi. There is no guarantee that the Hydraulic Model results will represent actual system performance. Model results depict the theoretical performance of the system under high demand conditions. Field measurements should always be obtained for design purposes. % ' • It • • • • • i \--s% > 0 • l / ` , • • `\ + ., `• `• 'i` 47 — ` • • • 0 \ \ \ - w1t � • • • „ , /72,1\i A ♦ \ \ / • • / \\ `• \` 4 F / �~' ( O , • • ../ 1 t ;I/ .71', CI c6 ..' 11( ,:: 0 2 / 41 Ei • '� , nom' cr • • • • • • • • NM 4 `\ ` `\ w»°. ` �OMOM 7 (.4 411; IlIkk `,\ \\• `,\ 4� QAC \ S ti 1111.1 1'c. 4/ITO • • • s. • NI lk ,.%§) , n..L1 4.1,. 0 \\ % .4.1 A E if, al<nil A 4P NT?' • • • • \ 4 \ • i \\\\I" • v; 0 I ,,,,4 411, 0. • ... a if/ 7 k �n� ,.. , ,14.,. 5. „ f 1 4 ....Jr 6-0,,„ ,,2, . '',4ice'\- .. ,/ ÷ .., .. s 1 fi IIMI< *V 0'T.7L.SNa2.' . a:e51.<1\...1. • • „ 4.,7 • • r O ...:,° \\1 \ \\ . . 0 r fS 111411 ,li "11111 Z it!.i.il c; Ois IP— r, yt�` �} '.Z0 4- Z fQ�;J. • Y ......._ 0 • 7 'i FILE , . , • 1 i 11 • LAKEHAVEN UTILITY DISTRICT 1 ,. . :1,1,_-_,-._,` -.j ; . 31627 1st Ave South•P.O.Box 4249• Federal Way,Washington 98063-4249 -`'+ Federal Way:253-941-1516•Tacoma:253-927-2922 �T�1Tawn Y nisC1 www.lakehaven.org November 7, 2012 Ann Dower Community Development Department . City of Federal Way P.O. Box 9718 Federal Way, WA 98063-9718 RE: Final Plat Approval Status • Wynstone East Project No. 6305037 • Mr. Dower: This letter serves as a status report to advise the Federal Way City Council on final plat approval for the referenced project. The water and sewer systems for this project are substantially complete, and service connections can be fully processed and activated under standard Lakehaven procedures. Terms of the referenced agreement with Lakehaven Utility District provide for final completion of construction of the water and sewer facilities for the project. Please do not hesitate to contact me, if you have any questions. I may be reached by phone at (253) 946-5406, by electronic mail at )Jensen@Lakehaven.org, or by fax at (253) 529-4081. Sincerely, L hn A. nsen Engin�6ring Technician II c: Pete Lymberis- Quadrant Kris Nelson - Barghausen Consulting Engineers ec: DevEngr Mgr Leonard D.Englund Charles I.Gibson Timothy A.McClain Donald L.P.Miller Ronald E.Nowicki Commissioner Commissioner Commissioner Commissioner Commissioner