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13-100815 ' • •uilding - Single'Family ' City of Econ.Federal way Permit 13-100815-00-S F Community Econ.Dev.Services ! "_ ' ;. ,, - #: 33325 8th Ave S , ' . T; Federal Way,WA 98003 :,, - k "/I Ph:(253)835-2607 Fax(253)835-2609 j .A.--1:: Inspection Request Line: (253)835-3050 Project Name: WYNSTONE EAST LOT 57 Project Address: 921 SW 338TH ST Parcel Number: 957850 0570 Project Description: NEW-Construction of a 2694 square foot,2-story,single-family residence with a 298 square foot covered entry,123 square foot deck,and a 965 square foot attached garage. Includes plumbing&mechanical. ***3 Bedrooms;$360,000 estimated selling price** Owner Applicant Contractor Lender QUADRANT CORPORATION QUADRANT CORPORATION QUADRANT CORPORATION OWNER IS LENDER 14725 SE 36TH ST SUITE 100 14725 SE 36TH ST SUITE 100 14725 SE 36TH ST SUITE 100 BELLEVUE WA 98006 BELLEVUE WA 98006 BELLEVUE WA 98006 Census Category: 101 -New Single Family House Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction Type: Type V-B Occupancy Load Floor Area(sq.ft.) 4,080 0 0 0 Additional Permit Information New/Additional Sq.Feet-1st Floor 717 New/Additional Sq.Feet-2nd Floor 1977 New/Additional Sq.Feet-3rd Floor 0 Occupancy#1-Area(Sq.Feet) 4080 New/Additional Sq.Feet-Basement. 0 Basic Plan? No Occupancy#1-Construction Type. Type V-B New/Additional Sq.Feet-Deck. 0 New/Additional Sq.Feet-Garage 965 Mechanical to be Included? Yes Occupancy#1-Class R-3 New/Additional Sq.Feet-Other 298 Plumbing to be Included? Yes New/Additional Sq.Feet-Total 3957 Occupancy#1-Use Residence(1 or 2 Zoning Designation. RS 5.0 family) Mechanical Fixtures Air Handling Units. 1 Ducting 1 Fans 7 Fireplace Inserts 1 Furnaces 1 Gas Piping 1 Gas Pipe Outlets 3 Hot Water Tanks. 1 Plumbing Fixtures Bathtubs 3 Dishwashers. 1 Laundry Washer Outlets. 2 Lavatories 6 Showers 1 Sinks 1 Water Closets 4 Hose Bibbs 2 CONDITIONS: FINALED ,, \,,,.) tl C - 6c uv� ' C '�-/ 0j A .4‘1‘'� 1V i • . . PER EXPIRES Tuesday, September 013 ermit Issued on Thursday,March 21, 2073 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington rte, a d_theACity of Federal Way. g l Owner a e vl lam _ O Date-_Sk � City of Federal Way Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the International Building Code certifying that at the time of issuance,this structure was in compliance with the various ordinances of the City regulating building construction or use. This certificate is valid ONLY when endorsed by City staff, Tenant Name: WYNSTONE EAST LOT 57 Permit#: 13-100815-00-SF Address: 921 SW 338TH ST Includes: #1 #2 #3 #4 Occupancy Class: R-3 Construction Type: Type V-B Occupancy Load Floor Area(sq.ft.) 4,080 0 0 0 Owner Name: QUADRANT CORPORATION Owner Address: 14725 SE 36TH ST SUITE 100 BELLEVUE WA 98006 Building Official Date The priority focus in the review and inspection made by the City prior to issuance of this Certificate was on those matters which experience has shown most severiy affect the health and safety of the general public. Although the City has made as complete a review and inspection as is reasonably possible(within budgetary time and personnel limitations), the City neither guarantees nor warrants to the owner/occupant or to any other person that this Certificate evidences strict compliance with each and every ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon which it is situated. Such compliance is the responsibility of the owner and/or occupant of the premises. C""' 1 .. a s , THIS CARD IS TO MAIN ON-SITE CIT/OF i& • Construction In ection Record Federal Way INSPECTION REQ TS: (253)835-3050 PERMIT#: 13-100815-00-SF Address: 921 SW 338TH ST Project: QUADRANT CORPORATION 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. ❑ SWM Precon Site Mtg(4400) 0 Initial Erosion Control(4365) 0 Footings/Setback(4110) Approved To be done prior to breaking ground Approved to place concrete By ,44/ Date 3" 2 r."3 . .By /Gda Date 3, 2 f-/3By fiL/ Date lL-/-l3 . . ❑ Foundation Wall(4115) El Drainage/Downspout(4040) 0 Plumbing Groundwork(4190) Approved to place concrete Approved to backfill Approved to cover By G Date 3'-/J? War S Date.-9_ '3 By Date O Slab/Concrete Floor(4255) •0 Underfloor Framing(4285) 0 Floor Sheathing(4105) Approved to place concreteproved to sheath floor Approved to install flooring By Date �s Date 4,( -i3 B 6 S Date G`,? -/2 ❑ Shear Walls(4245) 0 Roof Sheathing(4220) 0 Rough Plumbing(4230) Approved to install siding Approved to install roofing Approved B r Dated_ 2¢13 By ^ Date L.t.-•:Z 2---'3 By�� Date _27r/"3 .0 Mechanical Rough-in(4165) El Gas Piping(4125) 0 Fire/Draft Stops(4095) Approved Approved to release test Approved Dat - 7 -(3 By Date 44— 70_ 3 ByckeLf_ Date 1- 1.2 • O Interim Erosion Control(4370) , 0 Framing(4120) Approved Prior to scheduling a Framing inspection; Approved to insulate Electrical,Plumbing&Mechanical Rough-in and Fire/Draft Stop inspections must be signed-off and By Date approved. IBC 1093.4 4 By C�� Date E� 1,3 o Insulation(4150) 0 Gypsum Wallboard Nailing(4130) •0 Final Erosion Control(4375) Approved to install wallboard Approved to install mud&tape Approved By Date - 3, ),3 By a,00,) Date • q _‘ 3 By Date ❑ Fi I-Mechanical(4065) Final-Plumbing(4075) CI Final-Building(4050) Approved Approved Approved Date/L /g,- (3 By Datel of —X1'/ •B2L--*���-- Date/62 //71r O Rough ElectricalEl Final Electrical Right of Way Approved Approved Approved By Date By Date By Date RE•IVED • :." FEB 21 2013 PERMIT APPLICATION Federal Way CITY OF FEDERAL WAY `12b‘2a CDS PERMIT NUMBER ` _ 1 C C 5_ b O 3/z I /I TARGET DATE SITE ADDRESS SUITE/UNIT# 921 SW 338th Street PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL# $ 9 5 7 8 5 0 _ 0 5 7 0 TYPE OF PERMIT 6 BUILDING I PLUMBING I MECHANICAL 0 DEMOLITION 0 ENGINEERING 0 FIRE PREVENTION NAME OF PROJECT Wynstone East Lot 57 PROJECT DESCRIPTION New Construction of Single Family Residence Detailed description of work to Quadrant Homes Plan # T290 A be included on this permit only PROPERTY OWNER NAME Quadrant Homes PRIMARY PRONE 425-455-2900 MAILING ADDRESS 14725 SE 36th ST E-MAIL CITY Bellevue STATE WA yip 98006 NAmE Quadrant Homes PRONE 425-455-2900 • E-MAIL mmuNG ADDREss 14725 SE CONTRACTOR CITY Bellevue STATE WA zip 98006 FAX WA STATE CONTRACTOR'S LICENSE# EXPIRATION FEDERAL WAY BUSINESS LICENSE# QUADRC*221OF DATE 19-90-101914-00-BL 9/10/13 _ NAME Quadrant Homes PRIMARY PHONE APPLICANT MAILING ADDRESS 14725 SE 36th St E-MAIL CITY Bellevue STATE WA ZIP 98006 FAX NAME Nani Dalakyan PRIMARY PHONE 425-646-8309 PROJECT CONTACT (The individual to receive and MAILING ADDRESS 14725 SE 36th St E-MAIL respond to all correspondence nani.dalakyan@gyadranthomes.com concerning this application) CITY Bellevue STATE WA ZIP 98006 FAX 253-928-1560 NAME PROJECT FINANCING 8 OWNER-FINANCED Required value of$5,000 or more MAILING ADDRESS,CITY,STATE,ZIP PHONE (RCW 19 27 095) I certify under penalty of perjury that I am the property owner or authorized agent of the property owner.I certify that to the best of my knowledge,the information submitted in support of this permit application is true and correct.I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit.I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim(including costs,expenses,and attorneys'fees incurred in the investigation and defense of such claim),which may be made by any person,including the undersigned,and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to the city as a p•rt of this application. SIGNATURE: -� DATE 02/21/13 PRINT NAME: Nani Data .n Bulletin#100-January 1,2013 Page 1 of 3 k:\Handouts\Permit Application • • VALUE OF MECHANICAL WORK MECHANICAL PERMIT $ Indicate how many of each type of fixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. 1 AIR HANDLING UNITS 6 FANS 3 GAS PIPE OUTLETS OTHER(Describe) 0 AIR CONDITIONER FIREPLACE INSERTS HOODS)Commen:,al) BOILERS 1 FURNACES 1 HOT WATER TANKS)c..) COMPRESSORS GAS LOG SETS REFRIGERATION SYST 1 DUCTING 1 GAS PIPING WOODSTOVES VALUE OF PLUMBING WORK PLUMBING PERMIT $ Indicate how many of each type of fixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. 3 BATHTUBS)or h b/Shower4 LAVS)Hand Sana) 3 TOILETS 1 WATER PIPING Combo) 1 DISHWASHERS RAINWATER SYSTEMS URINALS OTHER(Describe) DRAINS 1 SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS 1 SINKS)rvtchen/Ut,bty) WATER HEATERS(Electnc) 2 HOSE BIBBS SUMPS 1 WASHING MACHINES 32 TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS EXISTING/PREVIOUS USE LOT SIZE(In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? 5133 n Yes r No n Yes n No RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE '. BASEMENT FIRST FLOOR(or Mobile Home) 717 717 SECOND FLOOR 1977 1977 COVERED ENTRY 298 298 DECK 123 GARAGE B CARPORT ❑ 965 965 OTHER(describe) 0 0 EXISTING PROPOSED TOTAL Area Totals 14080 '{Obo "NEW HOMES ONLY** ESTIMATED SELLING PRICE$360,000 #OF BEDROOMS 3 COMMERCIAL—NEW/ADDITION AREA DESCRIPTION Area Occupancy Group(s) Construction #of Additional Information in Square Feet Type Stories NEW BUILDING ADDITION COMMERCIAL—REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area Occupancy Group(s) Construction #of Additional Information in Square FeetType Stories TOTAL BUILDING TENANT AREA ONLY PROJECT AREA ONLY Bulletin#100—January 1,2013 Page 2 of 3 k:\Handouts\Permit Application QUADRANT HOMES January 5,2011 City of Federal Way Community Development Services 33325 8th Ave S. Federal Way,Washington 98063 Attention:Federal Way RE: Compliance Storm Water Management and Site Development Manual Thank you for reviewing our plans and site plan submittals. I appreciate your attention and time. Listed below are the details of how Quadrant Homes will comply with the requirements of storm water management for our Wynstone project for clarity. Section 2.4.2 Minimum Requirement#2: Construction Stormwater Pollution Prevention 1. Mark Clearing Limits • All site clearing activities were completed during plat development. No additional clearing shall occur. 2. Establish Construction Access. • See attached site plan. 3. Control Flow Rates - • All site storm water facilities were constructed and accepted during plat development. 4. Install Sediment Controls • • See attached site plan. " 5. Stabilize Soils • Soil stock piles shall be covered if unworked for 2 or more days October 1 to April 30. • Soil stock piles shall be covered if unworked for 7 or more days May 1 to Sept 30. 6. Protect Slopes • Construction cut and fill slopes to minimize erosion. • Terrace as required to reduce unbroken slopes. 7. Protect Drain Inlets • All new and existing operable storm drain inlets shall be protectively capped until the connected to clean downspout water. • Affected street and alley catch-basins shall have inlet protection. 8. Stabilize Channels and Outlets • No channels or outlets will be required for this project. 9. Control Pollutants • All pollutants shall be handled and disposed of in a manner that does not cause contamination of stormwater system. • A spill kit shall be kept onsite at all times. 10. Control dewatering • Any required foundation or trench drains which have similar characteristics to stormwater runoff shall be discharged into a controlled conveyance system prior to surface discharge. 11. Maintain BMPs • All temporary BMPs mentioned shall be maintained and repaired as required and shall meet BMP standards. • All temporary BMPs shall be removed within 30 days after completion of final site stabilization. 12. Manage the Project RECEIVED • Phase project where feasible to lesson erosion. • Coordinate all earthwork including utilities to lessen erosion. FEB 2 1 2013 • Inspect and repair BMPs as needed. CITY OF FEDERAL WAY 14725 SE 36th St., Suite 200 • PO Box 130• Bellevue,WA 98009-0130•Tel 425.455.2900• Fac 5.646.8363 www.quadranthomes.com • S Water quality protection strategies for limiting site impacts and preventing erosion and sedimentation are important values that Quadrant Homes shares with the City of Federal Way. We look forward to building homes in this project and meeting all requirements around storm water management. If there are any other items that may need our attention please direct them to me at Quadrant Homes(425)646-8362. Sincerely, Richard J.Ferry Design Manager Quadrant Homes Page 2 of 2 QUADRANT HOMES January 5,2011 City of Federal Way Community Development Services 33325 8th Ave S. Federal Way,Washington 98063 Attention:Federal Way RE: Compliance Storm Water Management and Site Development Manual Thank you for reviewing our plans and site plan submittals. I appreciate your attention and time. Listed below are the details of how Quadrant Homes will comply with the requirements of storm water management for our Wynstone project for clarity. Section 2.4.2 Minimum Requirement#2: Construction Stormwater Pollution Prevention 1. Mark Clearing Limits • All site clearing activities were completed during plat development. No additional clearing shall occur. 2. Establish Construction Access. • See attached site plan. 3. Control Flow Rates • • • All site storm water facilities were constructed and accepted during plat development. • 4. Install Sediment Controls • See attached site plan. 5. Stabilize Soils • Soil stock piles shall be covered if unworked for 2 or more days October 1 to April 30. • Soil stock piles shall be covered if unworked for 7 or more days May 1 to Sept 30. 6. Protect Slopes • Construction cut and fill slopes to minimize erosion. • • Terrace as required to reduce unbroken slopes. 7. Protect Drain Inlets • All new and existing operable storm drain inlets shall be protectively capped until the connected to clean downspout water. • Affected street and alley catch-basins shall have inlet protection. 8. Stabilize Channels and Outlets • No channels or outlets will be required for this project. 9. Control Pollutants • All pollutants shall be handled and disposed of in a manner that does not cause contamination of stormwater system. • A spill kit shall be kept onsite at all times. 10. Control dewatering • Any required foundation or trench drains which have similar characteristics to stormwater runoff shall be discharged into a controlled conveyance system prior to surface discharge. 11. Maintain BMPs • All temporary BMPs mentioned shall be maintained and repaired as required and shall meet BMP standards. • All temporary BMPs shall be removed within 30 days after completion of fmal site stabilization. RECEIVED 12. Manage the Project • Phase project where feasible to lesson erosion. • Coordinate all earthwork including utilities to lessen erosion. FEB 2 1 2013 • Inspect and repair BMPs as needed. CITY OF FEDERAL WAY CDS 14725 SE 36th St., Suite 200 • PO Box 130• Bellevue,WA 98009-0130 •Tel 425.455.2900• Fax 425.646.8363 www.quadranthomes.com Cr • • Water quality protection strategies for limiting site impacts and preventing erosion and sedimentation are important values that Quadrant Homes shares with the City of Federal Way. We look forward to building homes in this project and meeting all requirements around storm water management.If there are any other items that may need our attention please direct them to me at Quadrant Homes(425)646-8362. Sincerely, Richard J.Ferry Design Manager Quadrant Homes Page 2 of 2 J � < < • Web date: 04/26/2007 �UL 16 IACD �- ER AVAILABILITY. KingCounty ®� ING.COUNTY CERTIFICATE OF e 1 Department of Development and Environ WATER AVAILABILITY ✓ Building Services Division ERU �i 900 Oakesdale Avenue Southwest FEB 2p J. L 2013 ,1-t '_I y Renton,Washington 98057-5212 For alternate formats, call 206-296-6600. iq 206-296-6600 TTY 206-296-7217 t� Ew CIN rc ircKial This certificate provides the Public Flea 'King County Department and the Department of Development and Environmental Servic's with information necessary to evaluate development proposals. Do not write in this box Number Name Et Building Permit 'Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or other: ✓ Applicant's name: AcApip {-bme5 r Proposed use: TLESl�-611'am_ - SfPi - W\.{1.s-roJJ€ �T (��'l' .d.'u .......-,.011 JLocation(attach map and legal description if necessary): Rel,15 tcta(p4_�66 g ,i- `"I 6'4-3 s '7 00 sco Cft1 PuS ZA 106 Water purveyor, information: r 1. ❑ a. Wate.can be provided by service connection only to an existing _ (size)water main that is % M feet from the site. 0 OR ilt) b. Water service will require an improvement to the water system of: 0(1) -f'('.. 0 feet of water main to reach the site;and/or it(2) The construction of a distribution system on the site; and/orMU sT Bt ACLS Ma) g 7 to(3) Other(describe): Cu R(1..$kir DEVELOPE K E>IFENIStoN t‘Gita-c-ilar LAIGEOAVF-lU phi o i- & Z J t 1 2. flid a. The water system is in conformance with a County approved water comprehensive plan. OR ArCJ IVA-`l0.1, LI 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.) 4/ 3. N 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. ,,/ 4 el a. Water is or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant 17--.5-to 1/-360 feet from the building/property(or as marked on the attached map): Rate of flow at Peak Demand: El less than 500 gpm(approx. gpm) ❑500 to 999 gpm ❑1000 gpm or more 0 flow test of gpm LI calculation of gpm Duration: ❑less than 1 hour ❑1 hour to 2 hours ill 2 hours or more Other: 5EC 4it ctf3 MAP (Note: Commercial building permits which include multifamily structures require flow test or calculation.) OR ❑ b. Water system is not capable of providing fire flow. 5. IE 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.. I Comments/conditions: W A-1'F(L SSE2Ut.0Co PNErCTL0.) OfptU CA-76, 5 ,ft p(k f t P-60, 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 _ BILL- 1EZ,d N) Agency name Signatory name F-r.iG. 1 EcH, Tr - 7713/12 Title Signa_A_________ ✓ OT7�3�/Z Date I -- __.._. • ✓ A,/ In 3$ Highest 7 Pressure Zone: Elevation of Property y4 Z Z 9�- Min. Lowest p y ' Est. Max. Pressure So 1p6 psi The District, at its sole discretion, reserves the right to delay or deny water service based upon t capacity limitations in District and Other Purveyor facilities. ' Water availability torrn Rev. 05-19-2003 Pogo 1 .,t 1 I • Page 2 of 2 • <4---- 7.) .Sk-12-11°6 0:0 co ,r:. V) Ilk anL \\\\) 0) °11 ' 1 ao ,+..- Af► 11. J \y� //�` r`dl is_ ,.03 1411° - d' , .,. lt. „. 8 . $ ....."co .;or:— --% / f ! Ab)) �. �O. 7 42 a •8' 4:1- f� r 01 t- Mil= 1Z 41.Ind•,�. l 8 co II .'� Ell ' ;' ' 338TH 8.—� _ — ` �\ 1 r� IIP �sI `Ilkii. 339 _ e S �- `” 8 TH ceca f aj r $ 8 6 8 8 i t `':i. Ca- ' N f �°pr _ Hydrants: +1- 5 - - 360 ::. 0%1 °D� � c ater main: +j-15 5 fey ...*14 Inelli \\\\ 8 I ,-` rr ilk ,a—,a Of ---- '4'sir-:: Alp Iv` fes , MUM -''''r %-- .‘ • \ \ Mt, i :- T.,1" \":". Illiki! triiik.` )•4 ‘liplitiii / `,',:, —8 8 8 t::.4111111111PIty 11 ors� -/- al - . Nr A& 11 ‘;;MU! 440' 41' /1•1 inn , 1 -_. . 0i --,, ! hi CP •911111 agi MI ... • co 1 \\.#410. I. 0 .12. 4 '' 8 _ IIIII ii ytt..4y::.-11 tra ©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 • t - LAKEHAVEN UTILITY DISTRICT Hydraulic Model Fire Flow Estimate Request/Reporting Form Requested By: Date: KRB 10/19/1999 Location to be Modeled: sw 344TH ST& 12 AVE SW(approx.) l.akehaven'/4 Section Grid: G-11 Intersection: SW 34e/ 12TH sw Add.Description: See attached map Pressure Zone: 538 Results By. Date: Model Run No.: JCB (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 i I I A % % _- V I ril_ i ;' I : _ - — r� Ap Cg) \ 'd C -a, 1 7 pi sw sw y �_'—. ` i •.+w — ilk 1101, Is,cpr, al , i Vz; 12 © . .::•1 ill iihtitas e j- 14 • I ✓ I 1 a 4 ', ,..„._ w414,411;• ,441 . , 4..„_, , ... ,. ,,,„„„,i, 1 . , .11,„ , . 100 iiii „,,,-,. 41> ‹›. . ,fir '1: 1afs ;o. ,s t€ •--;:---, 4 ' c....1, ' (a* / �nht t it 1: .. . .,i`d / f 117114 FY[i.V, ,, u I•` 'X 1 \ `\ V ff G y�� ..r.,..., . ,. 71:6 0,i '6. (.: t:5/--7---7-ni 4 e * Vck ..4\). 0 t il ' e r., .., .._,,, , , c „.:,--- ,,,,-._______,_ - d E.3 .0; )-re ,\,. 4.. t . . 1 I i 10 -ii !../2 0 o' i \ 60 ”: . a �: //7 .-.7......... 1 < >- 'r T.' .. I 1—_, ' .--.1 41v,4. 0," I L'44i=1: ., a • p `` his i r� �' ‘:-'515,21,,'`1 _� 111! .4 , , a.$,' ,z. 1,..C\.., "Ittp \ #\ 4'<-, i j 4-•. I 51..-.. ,r.. .1.... ..< t ,t1s*\ \ . z , ' 4 ''. ''.a #4. •\ ‘f.f" ! . '''` 11 ,t. • , z - t..^ ,I.,,:.,11:, . I t gi 'Th `MT'Trz.' T'-'5 s' 1 < ;-=40. \ E. :: A\Adt . , 6 '..VI' 23 4 . 101111# 1 1 ,U. . 6 ' C� !ilk, �J °`ac .e '�` \ I i 1 i 1-r'_ \\ -_,- ,cry f ; • i 1 • LAKEHAVEN UTILITY DISTRICT Hydraulic Model Fire Flow Estimate Request/Reporting Form Requested By: Date: Kathy Brown 03/18/98 Hydrant Location: See attached site plan 1/4 section: G-11 Intersection: 10th Ave SW & SW Campus Drive Add. Description: A KLSULLS t1Y: U1111: PIUULL KON NU.: John Bowman -,, 03/20/98 95LUDSFF.INP FF#61 Condition) Pressure (psi) Flow (gpm) Static 91 0 Fire Flow 20 6300 NOTE: The fire flow analysis was performed at the 10" pipe crossing near 10th Ave SW and Campus Drive. On-site fire flow estimates would have to be determined during design of the water system improvements. This fire flow rate will cause velocities in excess of 10 f/s within the water distribution system and pressures in some areas to drop below 20 psi. A fire flow rate less than 3200 gpm will maintain flow velocities below 10 f/s and system pressures above 20 psi. There is no guarantee that the Hydraulic Model results will represent actual system performance. Model results depict the theoretical performance of the system under high demand conditions. Field measurements should always be obtained for design purposes. ,' it 71 Crl.)...) l `N /e 1,'\ \ 1 r .. ,o. , 4, \ ♦ •• 1 '/r / l ,, [" "',' //' . , , V L. ` ii !04 \ I It I - ;/ . • /\ kir r \c F <6 . ,... . ... 1 : di 1/4, ., .. , , ____........_, .,,..„.,::: „ ,m { }0 . a \ ,..\:.,,4,-7 .....> . • t.... ., . . .. , . • ,,..,,„. ., ';'-'6 ��j. \\, ♦\` • \`♦ • 1 \ ♦ \ YJ�U ` `\ \ 41 I A i a..,:s4ki,1% (:).. p ..-i, -4 .. , • S 6 • • • i F •i 140;,..1.-:./PV.. ..,r2 in<lin `O tr Ll O ✓Oil `\\\ •• ••``\\ _ EIR; ? P ; r • ♦ • �J I I4/ N u •\ ♦ •\ 4f; I J v 'wee.Pp m x `\ • \` \\ :$ 4 c ` m �� • o' i \ • \ 1 1 > •\ .,_ „iticji,.. , .•• 1,..% L.,.. • 1 i- -i< \..., ,, .., ,,, • s-7<.,\ ., .\, yg,/{,..---6. ,,, ir. , 13 Ili- 4 -.s.1 ro A aG *404(thi1/4.‘1 NN N I Ems rill ____.----\ t •t• i z FaA2 • s (.. §11:3, .,q,' 0 ppm °4 L ;1 ' Ei'n oZ I �c� Jq 1' ;SGZ PERMIT #: 13-100815-00 SF ADDRESS: 921 SW 338th Street PROJECT: New Single Family V1 Z 43 H, o U) ;<:� U4 a=� 'o t, �4 W. �X:, F z M Z M W WYNSTONE EAST LOT 57 DATE: 2/21/13 0C)o V in -- - - rn car`�2 0 > - - - - - — - — - - V1 Z 43 H, o U) ;<:� U4 a=� 'o t, �4 W. �X:, F z M Z M W CY'D Li Moo CD 0 N Y Z, �Zazz --1�101'45"W 9 cn C\2 E-ZWM or4mr4 Li T- 8 z<0 0 E"21 coV L 2 WH W w z 0 E- 0 C) 0 f�)W 4ZQ p, 0 bo >, Iz- z C\2 - - -- — — — — — — — Pjo, GP!S , I " 'g, "1 4 = Z S11'0205'W 91.38' 0�z " -- NwlZ x� 1rn ., 10" A iovdl E- r4 0 >'Pq NZ '29 0 > g z 0 it N oz In M14 CW4 < 0 (of)