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Home My WebLink AboutPermit D97-0130 - MCCAMMANT HOMES - NEW SINGLE FAMILY RESIDENCE, GARAGE AND UNCOVERED DECKCity of Tukwila (206) 431-3e70 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas/Elec.: Units: Setbacks: Water: Wetlands: Contractor OCCUPANT OWNER CONTACT CONTRACTOR CONTRACTOR DEVELOPMENT PERMIT IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLIC T IS PROCEEDING AT THEIR OWN RISK. .eip n 3-a0-q g 547680-000 4719 S 104 PL Permit No: D97-0130 Status: ISSUED Issued: 09/04/1997 LOT E OF JOHNSON PIGGYBACK SHORT PLAT L92-Expires:0308/19/1998 NSFR DEVPERM V-N GAS 001 North: SEATTLE .0 South: .0 Sewer: SEATTLE Slopes: Y License No:. MCCAMHI1IOCW MCCAMMANT HOMES INC 4719:.5.104 PL, TUKWILA, WA KINGSLAND DEVELOPMENT & INVESTMENT INC, 10041 51 AV S, BRIAN MCCAMMANT 6415WEST TAPPS HIGHWAY, BONNEY MCCAMMANT HOMES INC. 6415 WEST TAPPS HIGHWAY, BONNEY LAKE, PADDY & DADDY COSTRUCTION 15028 SE 369 P.L, AUBURN WA 98002 .***************************************** ****** k**************************'k***** k** Permit Description: CONSTRUCT NEW 2032 S.F. SINGLE FAMILY RESIDENCE WITH A`100 S.F. UNCOVERED DECK AND A 506 S.F. ATTACHED GARAGE. ************************************************k*****************'***************** Construction Valuation: $ 154,412.20 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut/Access/Sidewalk/CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y . No: 1 Sewer Main Extension: N Private: , Public: Storm Drainage: Y Street Use: N Water Main Extension: N . Private: Public: .*************************************.***********k********************************** TOTAL DEVELOPMENT PERMIT FEES: $ 2,252.21 r****************************************kk********* **k*************************** Fire East: Occupancy: UBC: Protection: .0 West: .0 Streams: DWELLING 1994 Permit Center Authorized Signature: 1 SEATTLE LAKE, WA WA 98178. Phone: 2'06 862-8928 98390 Phone:• 206 862-8928 WA 98390 toge , Date I hereby certify that I have read and examine'd this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development grermit. Signature: Print Nam This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Date: 75- -fO if the work is not commenced within if the work is suspended or abandoned inspection. City of Tukwila (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 547680-0005 Permit No: D97-0130 Address: 4719 S 104 PL Status: ISSUED Suite No: Issued: 09/04/1997 Location: LOT E OF JOHNSON PIGGYBACK SHORT PLAT L92-Expires:0303/03/1998 Category: NSFR Type: DEVPERM Zoning: Const Type: V-N Occupancy: DWELLING Gas/Elec.: GAS UBC: 1994 Units: 001 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: SEATTLE Sewer: SEATTLE.: Wetlands: Slopes: Y Contractor License. No: MCCAMHI110CW. OCCUPANT MCCAMMANT HOMES INC 4719 'S 104 PL, TUKWILA, WA OWNER KINGSLAND DEVELOPMENT & INVESTMENT INC, 10041 51.AV S, SEATTLE WA 98178 CONTACT BRIAN MCCAMMANT Phone: 206`862-8928 6415 WEST TAPPS HIGHWAY, BONNEY LAKE, WA 98390 CONTRACTOR MCCAMMANT HOMES INC. Phone: 206 862-8928 6415 WEST TAPPS HIGHWAY, BONNEY LAKE, WA 98390 *********************************.**************************Erik*****************k***** Permit Description: CONSTRUCT NEW 2032 S.F. SINGLE FAMILY RESIDENCE WITH A 100 S.F. UNCOVERED. DECK, AND A 506 S.F. ATTACHED GARAGE.: **************.*******************.***************************Arc***..******************* Streams: Construction Valuation: $ 154,412.20 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut/Access/Sidewalk/CSS: Y Fire Loop Hydrant: N No: Size(in) .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load:,. N Start Time: End Time: Sanitary Side Sewer: Y No: l Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: *********************************************************************************** TOTAL DEVELOPMENT PERMIT FEES: $ 2,252.21 ********************************************************************************k* Permit Center Authorized Signature: Gam--' Date: 4i 0°Z I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: l' Date: Print Name: `fcT.11 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA' ,-Address: Suite• Tenant: Type: DEVPERM: Parcel #: 54.7680-0005 Permit No: D97-0130 Status: ISSUED Applied: 04/16/1997 Issued: 09/04/1997 *****'k*'k******************* k******'k********** k**** k*•k**'**'k******•k**'k•k•k***** Permit Conditions 1. Temporary erosion control measures shall be implemented as the first order of business,to,.preven_t sedimentation off - site or into existing stormdrainage :facil ities. The site shall have -permanent erosion control measures in place as soon as possible after final grading has: been completed and pri'or to ;the Final Inspection Driveways shal l'' comply with . City residential standards . Driveway width shall; 'be a 10' minimum and 20' ,maxirnurn ' Slope shall. be a maximuni f 15% Turning radii shall be;,,a minimum 4719 S 104 PL of ,five; feet. For residential-..;dr i veway.s , a."Minimum 12"concrete or ADS N-12 0.0e shall be.` installed' under: ,the driveway at the .,r existing drainage, ditch %location.,: Driveways shal l:be paved for 'a..minimum distance of 20' from, the,tedge., 6f;: existi.ng road pavement, Work aftect., ng' traffic "flows., shal l ,be. closely coordinated, witrth;.:the City;,;Utilitie's Inspector. "Traffic Control Plans shall be submitted... to the Inspector fo,r.,pr'ior approval 7. Har.l;i;ing, over ,50.: cy shall require .:application for a Hauling Permit prior to any associated act i v i ty,-. . 5: It Ai strongly recommended that storm `drainage designs be certi f i ed by a licensed engineer; otherwise, the owner assuniesu 1iabil.ity for ::the' design.and any subsequent related daniag,es All private'storm drain pipe shall -be 'either concrete or reinforced ADS pipe. Treated corrugated metal pipe may be, used ;far detention. facilities. 10. No changes will be made to the plans unless approved by the Architect or Engineer and the Tukwila` Building Division 11.`Plumbing permitsi,shall be obtained through the Seattle -King County Department .of Public Health. , Plumbing will be inspected`by;:that agency, including all gas piping (296-4722). 12. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work wi 1 l be inspected; by ,that agency (248-6630) . 1?. All mechanical work shall be under separate permit issued by the City of Tukwila. 14. All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 15, Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 16. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 17. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. Validity of: Permit:. Th,e .issuance of: e, pereit o approval 'of plans, spec'1f icati,;' ,.and 'computations :shall be con st.rued.: to b' a. per .for,: or an :approval .of;, y- vi:olation of: any:of the provisions of'the' blinding :.code".or of any other ordinance`of the'jurisdiotion No. permit pr'eauming .t.o g,5,ve, .authority ;to vi o l at`e or "cance l;"; the pr^ovi s i ons of thi code`shall:be valid: There ,shall; be no occupancy of the bui l,ding(s?until. the final inspection has been completed .by;the Tukwila"Building Inspector TUKWILA BUILDING DIVISION General Code Requirements for R-3, Residential Buildings The following code requirements are applicable to this permit and are intended to reference requirements that are not specifically indicated on the construction drawings but in any case will be requirements for final inspection approval. The applicable comments are herein numbered and also keyed to the plans. 1. Walls and ceiling which separate the garage from the dwelling must be protected on the garage side by materials approved for one hour fire resistive construction. UBC 302.4 (5/8" Type "X" gypsum wallboard is an approved material.) 2. Door opening between the garage and the dwelling shall be protected by a self closing tight fitting solid wood door 1-3/8 inches in thickness. UBC 302.4 3. Fire dampers are not required for air ducts that pass through the garage wall or ceiling separation provided that such ducts are constructed of steel having a thickness of not less than No. 26 galvanized sheet gage and have no openings into the garage area. UBC 302.4 4. Appliances installed in a garage where they may be subjected to mechanical damage shall be suitably guarded against such damage by being installed behind protective barriers or by being elevated or located out of the normal path of vehicles. UMC 308.1 5. Heating appliances located in a garage and which generate a glow, spark or flame capable of igniting flammable vapors shall be installed with source of ignition at least 18- inches above the floor level. UMC 308.2 6. In seismic zone 3, (Tukwila) water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. UPC 1310 (e). 7. Provide at least one handrail at stairs. Top of handrail shall be placed not less than 34 inches or more than 38 inches above the nosing of treads and landings. The handgrip portion of handrails shall not be less than 1-1/4 inches nor more than 2 inches in cross - sectional dimension or the shape shall provide an equivalent gripping surface. Handrails projecting from a wall shall have a space of not less than 1-1/2 inches between the wall and the handrail. UBC 1006.9 8. Domestic Range Vents. Ducts used for domestic kitchen range ventilation (except downdraft grill ranges) shall be of metal and shall have smooth interior surfaces. 9. Domestic Dryer Vent. Domestic clothes dryer moisture exhaust ducts shall be of metal and shall have smooth interior surfaces. (Approved flexible duct connectors may be used provided that they do not exceed 6-feet in length and are not concealed within construction. UMC 504.3 10. Round or rectangular posts, poles and sawn timber columns supporting permanent structures which are embedded in concrete or masonry in direct contact with earth or embedded in concrete or masonry exposed to the weather shall be treated wood. The wood shall be treated for ground contact. UBC 2317.2 11. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6 inches above exposed earth and at least 1 inch above such floors. 12. Walls and soffits of enclosed space under stairs shall be protected on the enclosed side as required for one -hour fire resistive construction. ( 1-layer 5/8" Type "X" gypsum wallboard, or 2-layers 1/2" gypsum wallboard, among others, are approved material) General Code Requirements for R-3, Residential Buildings The following code requirements are applicable to this permit and are intended to reference requirements that are not specifically indicated on the construction drawings but in any case will be requirements for final inspection approval. The applicable comments are herein numbered and also keyed to the plans. 1. Walls and ceiling which separate the garage from the dwelling must be protected on the garage side by materials approved for one hour fire resistive construction. UBC 302.4 (5/8" Type "X" gypsum wallboard is an approved material.) 2. Door opening between the garage and the dwelling shall be protected by a self closing tight fitting solid wood door 1-3/8 inches in thickness. UBC 302.4 3. Fire dampers are not required for air ducts that pass through the garage wall or ceiling separation provided that such ducts are constructed of steel having a thickness of not less than No. 26 galvanized sheet gage and have no openings into the garage area. UBC 302.4 4. Appliances installed in a garage where they may be subjected to mechanical damage shall be suitably guarded against such damage by being installed behind protective barriers or by being elevated or located out of the normal path of vehicles. UMC 308.1 5. Heating appliances located in a garage and which generate a glow, spark or flame capable of igniting flammable vapors shall be installed with source of ignition at least 18- inches above the floor level. UMC 308.2 6. In seismic zone 3, (Tukwila) water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. UPC 1310 (e). 7. Provide at least one handrail at stairs. Top of handrail shall be placed not less than 34 inches or more than 38 inches above the nosing of treads and landings. The handgrip portion of handrails shall not be less than 1-1/4 inches nor more than 2 inches in cross - sectional dimension or the shape shall provide an equivalent gripping surface. Handrails projecting from a wall shall have a space of not less than 1-1/2 inches between the wall and the handrail. UBC 1006.9 8. Domestic Range Vents. Ducts used for domestic kitchen range ventilation (except downdraft grill ranges) shall be of metal and shall have smooth interior surfaces. 9. Domestic Dryer Vent. Domestic clothes dryer moisture exhaust ducts shall be of metal and shall have smooth interior surfaces. (Approved flexible duct connectors may be used provided that they do not exceed 6-feet in length and are not concealed within construction. UMC 504.3 10. Round or rectangular posts, poles and sawn timber columns supporting permanent structures which are embedded in concrete or masonry in direct contact with earth or embedded in concrete or masonry exposed to the weather shall be treated wood. The wood shall be treated for ground contact. UBC 2317.2 11. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6 inches above exposed earth and at least 1 inch above such floors. 12. Walls and soffits of enclosed space under stairs shall be protected on the enclosed side as required for one -hour fire resistive construction. ( 1-layer 5/8" Type "X" gypsum wallboard, or 2-layers 1/2" gypsum wallboard, among others, are approved material) 13. Provide attic access opening. Minimum 22" X 30". Opening shall be located in corridor, hallway or other readily accessible location. Location shall be determined to provide a minimum clear headroom of 30-inches at or above the access opening. 14. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain and snow. The net free ventilating area shall not be less than 1/150 of the area of the space ventilated. OR The area may be 1/300 of the area of the space ventilated provided 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet above eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. IATER METER -SUPPLEMENT. DEVELOPMENT PERMII`. Permit No: D97.-0130 Applied Date 04/16/1.997 Status: ISSUEDIssued. Date.:09/04/1997' S:i to Address: 4719. "S 104 PL Location: LOT:"", E " OF JOHNSON PIGGYBACK SHORT PLAT ` L92-0032 & . 0033 Ad WATER METER A ; WATER METER B WATER METER C Water, Meter Type: PERM Water..Meter Size 75 00 00 Quantiyt'.y Work .Order::',_No 5204J Connection Fees Install . D"epos d' 1 Instal 1 -.Depoe, i"t:, Plan Revi:ew Fee: Insp0.4,:fon Fee Water ,Turn 0n Fe,e Special ••Assessment t, Other Fee TOTAL WATER METER FEES.:. $60 00,;, 0.0`. $.00 $150 00.` $ 00 $.00:;. $ .0 ,.$.00 '$.00` $10.00 $.00 $.00 $i5..,00 $ '00 $.00 $25 00 $ .00 $ . 00 '$.00 $.00 $.00 `. 00, .00`. $ 00 PUBLIC WORKS ENGINEER APPROVAL: 260:00.; CITY OF TUI(''VILA E Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431-3670 ►•,R STAFF USE ONLY Project Number: Permit 'iNumber:‘ Single-Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Prl t ilia(i errmnj�Yl�lil* O �J (r VieSgrst`7/iol: 0 Site Address: q.�, ! 5 / i Q i P/ City State/Zip: TtfiV JVuc1tUar; orAC �(O Property Owner: _y1 MPJAY JA4.l.D 1 4---kc r' E. S Phone: eaZ - eTZ8 Street Address: City State/Zip: Coetl C�u . 'i .PPS i f " nx3 dr& 9a390 Fax #: f Contractor: Ma, 64 ~...a-A-tlo NAES Phone: 86'Z - efi 2, Street Address: City State/Zip: C 41 S r..a TASRP5 t4 t"rr - ties, c UG 9839 v Fax #: t Architect: Phone: Street Address: City State/Zip: Fax #: Engineer: Phone: Street Address: City State/Zip: Fax #: Contact Person Phon 414. 6 2- 89 Z18 I YCC�� I Street Address: City State/Zip: —CAPPS Fax #: Ex4c s- 4- , -t40Y B.b v.`t LAG Description of work to be done: g_u.,3 5 i N(,.LE 'F"/s."AIL.I-( C_. P- 5"1 ; Type of work: RI New Single -Family Residence ❑ Addition - Single -Family Residence ❑ Interior Remodel- Single -Family Residence ❑ Residential Accessory Structure* ❑ Remodel/Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 21 Sewer ❑ Septic (King County Health Dept. approval required - 296-4722) Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage/Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: 2.4,32- sq. ft. Dwelling sq. ft. Covered Deck(s) 60(0 sq. ft. Garage/Carport sq. ft. Accessory Structure(s) 1 d c.) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) *For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization/Striping in Curb cut/Access/Sidewalk ❑ Fire Loop/Hydrant (main to vault)#: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date ap lli%ation accepted: / I�. /7 Date application expires: /0.-1 cb-97 Appllctlo�n to en by: (initials) PLEASE SIGN BACK OF APPLICATION FORM Sr'P1:PMIT.DOC 2/13/97 ALL SINGLE-FAMILY RESIDENTI.. PERMIT APPLICATIONS MUST B BMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED B% REGISTERED ARCHITECT OR PRO' eiSSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ AI L' J!��i�1117INO„t a.L. BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water/fire flow availability (Form H-11a). Contact the Public Works Department (206) 433-0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H-11). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H-12) ❑ ❑ King County Health Department approval for septic - 296-4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H-16) 1. Existing fire hydrant Iocation(s). 2. Proposed access road. 3. Driveway location -driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie-in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated/proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green/Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H-9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ El Building height ❑ ❑ Building cross-section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ Washington State Energy Code Data (Gas/Electric/Oil/Propane/Heat Pump) Form H-15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H-6. ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H-4, "Affidavit in Lieu of Contractor Registration". Building Owner/Authorized Agent if the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: . -, Date: y % T',7 Print name: �i�", _ - Aii.te rl_ct- — L --- �h'.1 - 41c[r-.,-,c, { /j4) $ Z-c, Pho, , -n4ne: 1 6 �t ,- d, F Lac' $ 5 i . i - 16 Address: r (o Lf/S G v 0 T" /- perr- f/,.%, City/State/Zip: /# ki, �, �2 e 4ve. r p 3 ?.9 SFPERMIT.DOC 2/13/97 k*4“,ir'Y*h**k*t4*'**k*"**isA****'•kk**k*k*k**•kk**A***** **.*k.h*****4*:kk* T R A NS M I T k*.*'***sk***h******ir*kk******.k**h* *hhkk***kk*******kkkA****h*** ;,1RANSMI.T Numbers R97.00.638 'Amount:. i`1496.75 .09/04/97 11:12 Payment . Method: CHECK Notation; MCCAMMAN'1' HOMES • ' In i t: SAL- Permit .Noa 097-0130 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 547b80-0005 Site Address: 4719 5.104 PL Locat,ion: LOT E OF JOHNSON PIGGYBACK SHORT PLAT L92-0032 Total Fees: 2,252.21 This Payment. 1,496.75 Total ALL Pmts: 2,252.21 Balance: .00 k************************3.*.**•*******3.3.***A*•h******A******4***** Account Code . Description Amount 000/345.830 PLAN CHECK - NONRES 755.46 000/322.100 BUILDING - RES 1,162.25 000/345.830 PLAN CHECK Y•' RES 755.46 000/345.830 PLAN CHECK UTILITY 20.00 000/345.830 PLAN CHECK - WATER METER .. 10.00 000/336.904 STATE BUILDING SURCHARGE 4.50 000/342.400 INSP FEE - UTILITY. 15.00 412/342.400 INSP FEE - STORM DRAIN 15.00 402/342.400 INSP FEE - SME/SETS 20.00 401/388.102 WATER CONNECTION60.00 401/386.520 WATER INSTALLATION (DEP) 150.00 401/342.400 WATER INSPECTION FEE 15.00 401/343.405 WATER TURN -ON FEE 25.00 3800 09/08 9717 TOTAL 5942.00 ic.**4,irlOcic:v**,****4,:ick,A44,4,kicji***70c**#****4T**,‘***.trict****1,*k*,t4iocA** • • • CITY OF 'TUKWILA t..;WA ?cf--72: -01 1) R 11811 I T **** ** *A A** A• -k4c.44A•k;k**********.+4ch*******: TRANSMIT Number: ,:R9700568 Amount • . 755.46 04/16/97 12-: 43 PaYmEant, Method :CHECIt Notation: MCCAt44ANT HOMES ;nit: SLB • Permit No 77-0130, DEVPERM 'DEVELOPMENT PERMIT • Parcel No: 547680-0005 • , ••• L'Ocat i On: 47 AV S & S 104 P1.. - LOT E Total Fees: This Payment 755..46 Total ALL Plots: 7'65.46 • • :Dal ance: 1 66.75 Account; Code Descr i pt i on 000/345.830 PLAN CHECK - NONRES Amount 755.46' 0049 90 4 9104 .001, 040 400 000 9610 04/17 1717 TOTAL 2976.34 INSPECTION RECORD Retain a copy with`perLQ. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pro' Type of i A�l , / 5 /0 P/ Date called: Special instructions: 9 Date wante a.m. Requester: fa/ Phone �C3 7.3 r �`7 53 Fitt. �,,, required prior to approval. Approved per applicable codes. Corrections COM ENTS: r-- �-- Inspector: /{M1401 Date: .`.\/� / //�//'/y[ [—] $42.00'R7` NSPECTION I E RE( UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECOFn Retain a copy with pelLA INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D5r?-o l' i Project: ,,,,y Type of inspection: r-c1 Lr Address: Date called: Special instructions: Date wanted: a.m. Requester: U 0.. .nn..t Phone No.: _ Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: co) Date: ki f ? g [ _1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r.-�...w-.ju.70vr.R'.++r^-Z+�+..rr -•.. INSPECTION RECORD,.. Retain a copy with perk_, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 9818 ` -3-o!3 PERMIT NO. (206) 431-3670 Project: arnType of inspection: j (47s of, ,/- p ! Date called: ,�&'- Special instructions: Date wanted: /07-e"�7a a). p.m. Requester: / Qf/1 P am" -- 2--lll 5C1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p'0 ,rrkM.. F1 a� i Inspector; V Li C.-- Date: g/Z9 i, $42.00 REINSPECTION FEE REQUIRED. Prior to inspe tion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: Type of inspection: UJr/veujaY Date called: 1/.14_9g Address: /17/9 S ja`i7 f., �Ty. 1 Special instructions: r ! j Date wanted:`, —% �98 �a.m p.m. Requester: BY/G h. Phone No.: O p� 2 , CJ LS q2 p • Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1-/N7 sq acesi-t4 1/A2"/f1 6.0A014:4 (dx-41-444.42`-ta (041f-ads-421 k 6t-vg-4,p.ai,/T 5(~ so. JoyT& lI (may pt.su-7 /ifty-A;6- tii/-2/1".5 cagelT C(22-a-v,e-eA AAreS Inspector: Date: Z7/V I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: CORRECTION NOTICE The following items are found to be deficient and not in accordance with the approved plans or City standards: PERMIT NO. DATE: TIME: JOB ADDRESS: •it.TY OF TUKWILA PUBLIC WORKS ENGINEERING 6300 Southcenter Boulevard Tukwila, Washington 98188 (206) 431-3674.--- 0°' • " 77 - 0 if sp iota hiftildL5 G-r 0 7 ( hit AXIII4CLUL 2_14 " kisd A-r 64--Nav 4././) yo, OF GOA-le r/q,‘(1) A-re; e Re..441 41,6 4.E.4-7-Mfb 94,64t0-0-4, Sl 6, 9 4: a-krAmile 018447444 I rota: F/1604, 116"474_ l;Ye-d / P72/07 yfig4 4bg 1 Oat/ >4,--644C4Jth gi4-( L,t/ SIGNED: POLIO WORKS INSPECToR INSPECTION RECOR Retain a copy with petU INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1)7 0 PERMIT NO. (206) 431-3670 Project ��rri/�,r � Type of ins tio�i/ . /rev �154 Addre s:, f7/y -- / /'e.-- Date called `� Special instructions: • Date wanted: lie.-� _.,. �J/ 0 a.m. alp Requester: Phone No.: pproved per applicable codes. COMMENTS: Corrections required prior to approval. Inspect . [1 ,P(:1,1,41111. Date:/`� 4,13 S42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECOR Retain a copy with pet INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 • tyri, 01Bd PERMIT NO. (206) 431-3670 Project: flit 0 a�^Q/ �Type r of inspection / Address: I c 3/ (tcm 17,1 Date called: u. c) 5 Special ins ructions: Date wanted: G a.m. Reques :�► •J Approved per applicable codes. ic Corrections required prior to approval. COMMENTS: +7'1 `fr. !?a1Is ce2 s� �.� /aA' fr, .-Zs ieh/_c Gda2,4,1 >zte r;.—foo Lre 51"*-r43 crn,.o.Lp e fl Inspector: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ; V-; INSPECTION RECO Retain a copy with peI INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D97— 0130 Project: SO1YiSOh Roily -Bad< Type of inspection: wafer, 5-t-orvv► sicie Sewer Address: ' i71ci /U4+k a Date called: 1 _Q / Special instructions: Date wanted: a.m. 10 Requester: 4-1 fed .- Pa++y `t dd Da y Phone No.: (253) 735 — ev34 Approved per applicable codes. COMMENTS: Corrections required prior to approval. 3 y j T1i 5� t. 9 - 44.°4• i Z:1 T 4�`� , 9p, 5 55 /pi Go 4-c., 578 Dt 55r koi „e 1' At clAof /i/7U P2„ ,Jkt ., )1 G51,..4t,4 car►-c 11 {, 1. Ole , 7 sft Inspector Date: Lit,24G� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECO .Retain:a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pi 130 PERMIT NO. (206)' 431-3670 Project: iMCLa I� Type of inspe ctio in.) ' f + Date called: e//i / K.Address�r1' Special instructions: : Date wanted: ? �/ : . �� 2 J / .6 P.m. Requester:i"fitt Phone No.: ?,53 44.s gga� Approved per applicable codes. MMENTS: c; 61,03 Corrections required prior to approval. InspectorLat,i,e.„ ; -4e - i Date: $42.00 REINSPECTION ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspectlon. Receipt No.: Date: INSPECTION RECOR Retain a copy with pet ) • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 Pro' t ).,kintgeg, Type of inspection: --}' 6.44, `'� . Address.Date called ' ^ Special instructions: Date want • �_C/� - �a.m p.m. Requester: Phone N ,)-• R(r, ', d .Elpproved'per:applicable codes. Corrections required prior to approval. COMMENTS: • 4 Date: Z /i n $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Receipt No.: Date: INSPECTION RECO . Retain a copy with pe INSPSCTtON NO. :CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 Project: JC(/: mW -r'J ,J4'C. Type of, ins ection: 1 tr1..Y) l..vYl Address:. in/LiS )01/ .P(- Date called: 17 -d—i Special Instructions:: ;' ' • Date wanted: 7 a.m. Requester: p - (,/ )/L44.4q... Phone No.: t 2 Approved per applicable codes. COMMENTS: Inspector: Corrections required prior to approval. Date:11L, $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECOITN Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ©9-7-0130 PERMIT NO. (206) 431-3670 Project: Ai) Fea n1 Alannf 1-eni14a Type of in pectin : ff PGs1C•2ca ,� ISIAb Stl�t< ie; Addy 7 !.CI 3 k tl FL -I Date called: ` 3v v �� Special instructions: Date wanted: ' ,<Ja.m� ryi ^,5) -q8 p.m. Requester: MGL" Phone No.: ,•S—31;-9, Approved per applicable codes. COMMENTS: Corrections required prior to approval. InspectortA, kt-i-eM Date: $42. 0 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECOF '' Retain a copy with pe j INSPECTIONI NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,• Tukwila, WA 98188- -(206) 431-3670 PERMIT NO. Pro' t: !!-knizzl Type of inspection: r-A 61.-1-YL-1/r1 i ,_ Address: r / sOvl IL_ Date called: 1 ". 1-36-18 ' Special i structions: ,`""-" Date wanted: Requester. iD �� (D Phone No.: �s3 —8ka (PsE Approved per applicable codes. Corrections required prior to approvali, COMMENTS• ll iti/ • . { '72.1) AV bee?"— 1— Grtfteeet.,}1-ilholle.of • ,T(01‘C% l '�J • 7 �F/j(�/� r \ F� ,) / GI/ %.�/ l9 1 ``ss (II G/ '}' . &e•i,d a 17-79 1-17 ' A le.,,t -12;" ... p _ _ v.53A0 c_likenr c a/ e n!// CV-- ,,;s ....r./ %L,v'7 /-e 6/0.,14,7CaGi' 3 -- . � 13 !?Otf+•�H'� C,J •� (wad V1... i ,jGI� c� i":.I( Lar '�A? (/ 1 Date: 1 1 $42.00 REINSPECT! b$ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: • INSPECTION RECO Retain a copy with pe INSPECTION NO. . . CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 98188 Project: f^ ,Q Address' itex/ / So if Special instructions: iI • L;47-0/3p PERMIT NO. (206) 431-3670 Type of inspe n: it '773 Date called: Date wanted: Requester: Phone No.: } I Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: .l Gl�� $42.00 REINSPECTION FEE REQUIRED. Prior to inscecbon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ! 1/ Receipt No.: Date: INSPECTION RECOIAN Retain a copy with peiLl INSPECTIOM NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ; 27 7-o PERMIT NO. (206) 431-3670 Project: /y e_GC1ir.i.„, 0,47(` Type of inspec oaa.,,[ ITT 'u Address 7/, /0/".Date called: Special: instructions: Date wanted: f, G 6"CJ .m. Requester: Phone No.: proved per applicable codes. CoYrections required prior to approval. COMMENTS: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECO .. Retain a copy with pe INSPECTION RECO° '? 0i;o PERMIT NO. (206) 431-3670 Pro e t Prop Typ of in a 'o1.-. Addy@ :f i 5 1 Ia t pi Date called: 1 /5 /1 ( •- Special instructions: V..30 , Date wanted: /,, l- 1 G IY :. ;.:?Ti:.. Requester:, Ph No.• Approved per applicable codes. Corrections required prior to approval. COMMENTS: 01`i?J-5 y)dfr2 Inspector: Ai,. Date: $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION RECO Retain a copy with pe • INSPECTION NO. . • • CITY OF TUKWILA BUILDING DIVISION ...6300 Southcenter. Blvd., #100, Tukwila, WA 98188 M-1-01bD PERMIT NO. (206) 431-3670 Ain 's. , (`5- DtCalle¢:� 0 n ., Special instructions: Date ante Req -r: A1 Phone No.„.... ,r _ ^ p as Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: / 2(q 9 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: City of Tub vila k.._ Inspection Request Department of Public Works — Engineering Division Phone: (206) 433-0179 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Project: M t ‘,1r►,.nen,#. %MeS ^ Cow Lr Permit No.:n_ - O L?o Site Address: Lr3.1 q s- loci pc _ Date Called: (0/2 / 97 Type of Inspection: S"9 'Ay"- 7)/4,175 Date Wanted: (U /2 /g 7 ■ a.m. 0.p.m. Requester: Bra M c M Phone No.: 2S23— 7_3a — 9'45:3 Special Instructions: ID (.-/cr'7 "oi -4',,e, AA c. LAi% c.rnls.�► n,u.cQ�� 0...,L0w...Y--.0 0 t;w`j—`a..c 1 1/1 Ok.1...4-C 10 N U\ Li S-'1) 1 c-701 _ ' t 0 et c,p P.(?.(4 st Vi Ct.c (.c t.01J i x../ '7/(?) ^ 1N c- ,V`a,; P1.a'.. i t 0', f m .,. - Lot .� i .� �l. titA e,. (. 6- l..t+....1 f?p �A..C)c.t.-e 1-7.% 4-tW J INSPECTION RECORD Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. • (206) 431-3670 Pm • jectiVa•Acowialut Hvil.) Type of inspection: wmP Address.71q PI 14Si 104 Date called: Special instructions: Date wanted: a.m.. p.m. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Rhopp DEpt (Nsi—Aqc tAATE-A- Inspector: 6)1 Date: ei hop) $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: INSPECTIOVECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818, PERMIT NO. (206) 431-3670 • (r'[ mei- GI'i/lt j . of insp ction .l, ) 1t i 5 . pi , eltege: Special instructions: • w ted: a. ues M r:Q e fN \C- i (\ f.1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date: f17 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: -`:INSPECTION RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188/ PERMIT NO. / (206) 431-3670 Project: �-trAiir� 4 4 obliteDate Type of inspectionf„.— l (1.2 Addres (�" �� called: Special instruciolis: Date wanted:_2_67_7 Requester: Phone No.: 'e Approved per applicable codes. Corrections required prior to approval. C MMENTS: Inspector: Date: (A�L� $42 EINSPEC ION FEE REQUIRED. Prior to inspection, fee mu be paid at 6300 Southcenter bivdu Suite 100. Call to schedule reinspection. Receipt No.: Date: • CAMa644r O. - 02.00 - cDca, .5-17 TAGF-- Thesp..plans have been reviewed by th.e Public Works Department for Conformance with current' City ctandards. • Acceptance is subject:to errors • •.•missions which do.not of adc. d standards or ordinances. The fo e adequacy of the design rest thc Cosigner. Additions, deletions or revi:•_:•:11- the_o drawings after this date will veld ihis • acceptance and will require a resubn-iiital of revised drawings for subsequent approval. Fv acceptance is subject to field inspection by the Public Works utilities inspector. • Date: 4, Fi57 r-7 By: #4,rce,r 411;4t°11c%?/ sP./(rP7 • RECEIVED CITY OF.. TUKWILA •. JUL 1 11997 PERMIT CENTER 41 L 0 FLE•4 1.,0111 - 1~,'‘i rrarori *Frir.p 4' 'FV.F Ft-F.)4 aLerri4 oi3c) Permi4 Cxd. Copy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D 1. o DATE ___11E9.7 PROJECT NAME McCti,vimciij Covc+i '1 ei DEPARTMENT: 1407 £ G DIVISION 0 LIC ��j- �7 ORKS ed9-E11 FIRE PREVENTION PLANNING DIVISION 0 PERMIT COORDINATOR • l4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE _111k97 COMPLETE NOT COMPLETE NOT APPLICABLE Q COMMENTS TUES/THURS ROUTING: PLEASE ROUTE El NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE 1 APPROVALS OR CORRECTIONS: (ten days) 1 DUE DATE 1. }i" 4r-i APPROVED n APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) Q REVIEWERS INITIAL DATE CORRECTION DETERMINATION: DUE DATE APPROVED I I APPROVED W/ CONDITIONS fl NOT APPROVED (attach comments) U REVIEWERS INITIAL DATE C:ROUTE-F (Certification of occupancy required. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D 41- 0 IBC DATE ARTY PROJECT NAME McCoinmct+ Motne5 • Cois'ec+, 01 DEPARTMENT: `i 7 E BUILDING DIVISION PUBLIC WORKS fl FIRE PREVENTION ❑ PLANNING DIVISION ❑ STRUCTURAL ❑ . PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ti_Kr COMMENTS • NOT COMPLETE ;S Gi h i Vlr,%))r:(4 c vv ►'IDLtSe_ TUES/THURS ROUTING: PLEASE ROUTE DUE DATE lAcie_9/ NOT APPLICABLE ❑ bs"`+2u1C.rk ) r r-eviW NO FURTHER REVIEW REQUIRE ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE (/t) /5'1 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 4111•)11.17 APPROVED n APPROVED W/ CONDITIONSZ. NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL CzL DATE 1 j 4 7 CORRECTION DETERMINATION: APPROVED I 1 APPROVED W/ CONDITIONS DUE DATE NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE (Certification of occupancy required. ) C:ROUTE-F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D 41' 0.130 DATE • PROJECT NAME MCCOMP0114 • Con'ec+,wi j DEPARTMENT: LPO T E BUILDING DIVISION El PUBLIC WORKS L FIRE PREVENTION 11 PLANNING DIVISION 0 STRUCTURAL . PERMIT COORDINATOR 0 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE E NOT COMPLETE COMMENTS DUE DATE _115.• .9fi NOT APPLICABLE TUES/THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF l l (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL /-4"rt 5-1/ DATE 7— I - 7 7 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11 }j"in APPROVED n APPROVED WI CONDITIONS a NOT APPROVED (attach comments) Q REVIEWERS INITIAL DATE CORRECTION DETERMNATION: APPROVED REVIEWERS INITIAL C:ROUTE-F APPROVED W/ CONDITIONS N. DATE DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D T1' IO DATE_VET7 PROJECT NAMEMCCagninClit+ 440101,415. Cat 9 DEPARTMENT: Lig07 E • BUILDING DIVISION L�l FIRE PREVENTION PLANNING DIVISION • PUBLIC WORKS STRUCTURAL . PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE Q COMMENTS DUE DATE..74feti NOT APPLICABLE Q TUES/TIiURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE ! h5h`� i APPROVALS OR CORRECTIONS: (ten days) DUE DATE—1 • APPROVED n APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) Q REVIEWERS INITIAL DATE 4 CORRECTION DETERMINATION: APPROVED l l APPROVED W/ CONDITIONS DUE DATE NOT APPROVED (attach comments) Q REVIEWERS INITIAL DATE (Cerditeadoa of occupancy required. CcROUTE-F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D i. 0 l&) DATE PROJECT NAME MCCAW' + 4bne5• CoffeCfart DEPARTMENT: LAT E BUILDING DIVISION ❑l FIRE PREVENTION E PUBLIC WORKS 111 STRUCTURAL ❑ PLANNING DIVISION . PERMIT COORDINATOR ❑ 0 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE _Tiftlfi COMPLETE@ NOT COMPLETE ❑ NOT APPLICABLE ❑ COMMENTS 'A%DM The h x 00113 are oif e/7i7 al he f irapi-eu(L1 _,53Jb ni 1 . teloiL TUES/THJJRS ROUTING: PLEASE ROUTEti] NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF REVIEWERS 1 ff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED ( l APPROVED W/ CONDITIONS REVIEWERS INITIAL / c CORRECTION DETERMINATION: DATE DUE DATE 1' ?i' ffir NOT APPROVED (attach comments) E APPROVED APPROVED W/ CONDITIONS DUE DATE NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE (Cetdficadoa of occupancy roquited. ) C:ROUTE-F Permff C�o(d. COPY PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER oqi 0130 DATE 5ww 9• q7 PROJECT NAME McCamma# Harne3 Lot- E DEPARTMENT: RSPD 'WELDING DIVISION Wan0gC...S36'Ci% pldnIViCi 5- lq-j7 FIRE PREVENTION [ZC Awe. 51a 1 /9 STRUC'�U,Ij�AL DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE El COMMENTS PLA„G �M ION �� COORD ATOR DUE DATE NOT APPLICABLE El TUES/THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE 5"?7' /7 (�-� `` C) ) APPROVED ( I APPRO D W/ CONDITIONS NOT APPROVED (attachm coments) ` - 1 ' deckion i - - I i -L -(17 cv REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED El APPROVED W/ CONDITIONS fl REVIEWERS INITIAL C:ROUTE-F DATE DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER oqi 0130 DATE 5.9- q7 PROJECT NAME McCainma# H�ine L�+ E. DEPARTMENT: BUILDING DIVISION IS FIRE PREVENTION E PLANNING DIVISION E PUBLIC WORKS STRUCTURAL E PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • • NOT COMPLE DUE DATE _5' 7 NOT APPLICABLE TUES/THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED APPROVED W/ CONDITIONS , NOT APPROVED (attach comments) REVIEWERS INITIAL DUE DATE 5?7 ?7 DATE S/SO/Cl CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE-F APPROVED W/ CONDITIONS DATE DUEDATE NOT APPROVED (attach comments) Q (Certification of occupancy required. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER fTq1 0130 DATE 5-9- q7 PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS McCamman+ Hanes - L�+ � • FIRE PREVENTION 111 PLANNING DIVISION 0 STRUCTURAL C PERMIT COORDINATOR 0 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n NOT COMPLETE COMMENTS Pe ae6i t) ess V/ DUE DATE 5I3t?7 NOT APPLICABLE Ei TUES/TFIURS ROUTING: PLEASE ROUTE E NO FURTHER REVIEW REQUIRED C ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED l l APPROVED WI CONDITIONS REVIEWERS INITIAL "l q 10/\(3n � DUE DATE 5.7! 97 NOT APPROVED (attach comments) E DATE S/aiI'f�) 1 CORRECTION DETERMINATION: APPROVED ri APPROVED W/ CONDITIONS DUE DATE NOT APPROVED (attach comments) U REVIEWERS INITIAL DATE (Certification of occupancy required. ) C:ROUTE-F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER q -i 0130 DATE 5-9-97 PROJECT NAME McCamman4 1-kvne Lo+ E DEPARTMENT: BUILDING DIVISION l_I L� PUBLIC WORKS FIRE PREVENTION STRUCTURAL PLANNING DIVISION s PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE VI COMMENTS • DUE DATE _5137 NOT COMPLETE E NOT APPLICABLE TUES/THURS ROUTING: PLEASE ROUTE l l NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL %.I Cn DATE [41 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 5?7! 9? APPROVED I 1 APPROVED W/ CONDITIONS I !. NOT APPROVED (attach comments) E REVIEWERS INITIAL DATE 1 4 CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE-F DATE DUE DATE NOT APPROVED (attach comments) U (Cetdficadoa of occupancy required. — ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER tq-i 0130 DATE ' 9' q7 PROJECT NAME McCamman+ Hoine E DEPARTMENT: BUILDING DIVISION n PUBLIC WORKS FIRE PREVENTION E STRUCTURAL ❑ PLANNING DIVISION • PERMIT COORDINATOR Q' DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE COMMENTS • DUE DATE _5137 NOT APPLICABLE ❑ TUES/THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 APPROVALS OR CORRECTIONS: (ten days) • APPROVED n APPROVED W/ CONDITIONS ❑. REVIEWERS INITIAL DATE DATE ) //0,2- 1 DUE DATE 5?7' 97 NOT APPROVED (attach comments) -.//(7/?? CORRECTION DETERMINATION: APPROVED I 1 APPROVED W/ CONDITIONS DUE DATE NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE (Certification of occupancy required. ) C:ROUTE-F 1rmif C�mL COP'i PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER Dq7-0130 DATE 416 I& m 97 PROJECT NAME M G C.aiygyianf Loi- E DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION Q PLANNING DIVISION 0 PUBLIC WORKS 0 STRUCTURAL 0 PERMIT COORDINATOR • DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE s/•17° 97 COMPLETE NOT COMPLETE 15 Yv NOT APPLICABLE El CONIlHENTS L41' op Man I�th� Mai lea 5-S 497 ir TUES/THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE 1 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 5' 1 "97 APPROVED ! I APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) Q REVIEWERS INITIAL DATE 1 CORRECTION DETERNIINATION: DUE DATE APPROVED I I APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) Q REVIEWERS INITIAL C:ROUTE-F DATE (Certification of occupancy required. ___ ) REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER atIql. 0 130 DATE % /41? PROJECT NAME Mc. Cot tievaA 4- WWII'S '" 4a r bib DEPARTMENT: BUILDING DIVISION 44, FIRE PREVENTION n PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL n PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE ❑ COMMENTS DUE DATE LI di Al NOT APPLICABLE ❑ TUES/THURS ROUTING: PLEASE ROUTE F-7' NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE 4/t7 T� t APPROVALS OR CORRECTIONS: (ten days) DUE DATE - ! -) • APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE CORRECTION DETERMINATION: DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS n NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL C:ROUTE-F DATE (Cerdficadon of occupancy required. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER bci- o I,3Q DATE ':6 ff? PROJECT NAME M C, Celibi1"4,1% 14014.1 — ( r DEPARTMENT: BUILDING DIVISION ❑ PUBLIC WORKS FIRE PREVENTION PLANNING DIVISION ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE ❑ COMMENTS DUE DATE t (, (-7,„q % NOT APPLICABLE ❑ TUES/TI URS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL ' X DATE S/(/F % 1 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 5 i APPROVED I 1 APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 11 REVIEWERS INITIAL DATE CORRECTION DETERMINATION: DUE DATE APPROVED 17 APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 REVIEWERS INITIAL C:ROUTE-F DATE (Certifadoe of occupancy required. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER b4:14.4 an 0130 DATE %6 fq? PROJECT NAME PIA C. CAIL\CAA }. I4oftwS "� r 6- DEPARTMENT: BUILDING DIVISION t-1 FIRE PREVENTION n PLANNING DMSION PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE F NOT COMPLETE ❑ COMMENTS DUE DATE ' (� ' NOT APPLICABLE ❑ TUES/TIIURS ROUTING: PLEASE ROUTE [1 NO FURTHER REVIEW REQUIRED ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 U�1 DATE l'/// 6/'1 -7 1 APPROVALS OR CORRECTIONS: (ten days) DUE DATE5- (-.Cp. APPROVED n APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) ❑. REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED El APPROVED W/ CONDITIONS DUE DATE NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE C:ROUTE-F (Certification of occupancy required. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER b4:1; — 0 130 DATE 476 if? PROJECT NAME M L Geri m d }iaHi'S C. r DEPARTMENT: BUILDING DIVISION E) FIRE PREVENTION Ell PLANNING DMSION 0 PUBLIC WORKS if STRUCTURAL El PERMIT COORDINATOR i DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 1' / "7 - i7 COMPLETE OT COMP TEW,1_,4 OT APPLICAB ��i_ : o f sl,7/� COMMENTS S k -' f �PS W (lyL 57orm U{ s r (odz3 0-c44d 'i1144 c 2J Q/frg 45) 0 eo`rbi e 1 itv akat` 5,/s/e.04. a sI ee4 /� / pipe Pi y,a, )j/ fieiie.,- Sriejjoc,„e,L, <, ol/Z j'dI%-neisiotis TUES/THURS ROUTING: PLEASE ROUTE I I NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If outec#-by-cuff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE 4/ /q7 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 5' /' q� APPROVED n APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) Ej REVIEWERS INITIAL DATE CORRECTION DETERMINATION: DUE DATE APPROVED El APPROVED W/ CONDITIONS n NOT APPROVED (attach comments) U REVIEWERS INITIAL C:ROUTE-F DATE (Cerdi atioa of occupancy required. CITY O TUKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431-3670 H-15 ACTIVITY #: ✓�- Q 15O WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH 1. HEAT SOURCE: cos- (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) WINDOW SCHEDULE GLAZING/SKYLIGHTS BY TYPE NO MANUFACTURER FRAME MATERIAL # SIZE U-VALUE AREA S.F. %MOODEL < < 6((9 GQ 0 . c'q 7o `< <, R 10 2 So . 'q 2 Q << <, 5-G2n 56 6(o , r Z c, e-,. G?(n ['oSo -V? I ` `t C ((a q P Yo - `'r 32- << ,t Gff0 3-- go _qS 20 I ` ( 6' (lo Li 2 c . 41 (S— TOTAL GLAZING AREA S.F. - TOTAL CONDITIONED FLOOR AREA TOTAL GLAZING AREA 44 (add entire column) S.F. x 100 = PROPOSED GLAZING PERCENTAGE 3� 26 The proposed glazing percentage must be Tess than or equal to the glazing percentage listed under the prescriptive option that is selected. ENRGYCOD.DOC 2/13/97 CHL?TER 6, PRESCRIPTIVE OPI. NS FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NOTE: Carefully review the requirements of each of the options in the charts below. From the table that refers to your heat source, choose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HVAC:AFUE: Glazing ,of floor U-value 2 . Door;U-value::... (R-value): Ceilings: with=attics vaulted: Walls: above grade:: below grade interior exterior OR Floor Slet .on'.grade: >.88: OPT 0 10% 0.70 0.40. (R=2.5),., HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPT II OPT III OPT V OPT V OPT VI* OPT VII* 0 0 0 0 0 >.78 12% 0.65 0.40 (R-2.5) .78 21% 0.65 0.40 (R-2.5) R-30 R .30 . R-19 R-19 R-10 R-19 R-10 > .74 21% .. 0.60_ 0.40 : (R-2.5) '. R-30 R-30 R-19. R-19 R-10 R-19 R-10 >..78: 30% 0 45 ;.. . :'0:40 (R2:5) :' R-10, R-25. * < two stories The ">" symbol means more than or equal to; "<" means less than or equal to. 2 Glazing trade-offs may be made if the Option U-value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 CITY OF 11.1KWILA Permit Centr 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431-3670 H-15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51-13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. ❑ Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR./MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM fri.,..'rc.-e- /4v O BATHROOM FAN 50 CFM \L p S BATHROOM FAN 50 CFM c.0 S BATHROOM FAN 50 CFM < < ST9 LAUNDRY FAN 50 CFM ,Q� ❑ WHOLE HOUSE FAN* 0 50 CFM (1-2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) 0 100 CFM (4 BEDROOMS) V ❑ *Whole house fan also serves as a kitchen or bath spot fan: 0 YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. 71 Whole house fan: Location ,2- ,yT Sone rating (< 1.5 if attic fan is closer than 4' to ceiling) O Whole house fan is listed/labeled "for Continuous use." Whole house fan wiring for control routed to central location. O Whole house fan shall run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. ❑ Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35-.5 ACH, shall run from the building exterior to the furnace return plenum. ❑ Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3-3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port (> 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. . OR: ❑ Central forced air furnace which delivers outside makeup air through the ducting system. ENRGYCOD.DOC 2/13/97 City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: Permit Center Public Works Engineering DATE: � August 14 1997 SUBJECT: McCammant Homes - Lot E 4719 South 104th Place Permit No.: D97-0130 Contact Person: Brian McCammant Phone: (206) 862-8928 John W. Rants, Mayor Ross A. Earnst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST 1'1997: Curb Cut/Access/Sidewalk Sanitary Side Sewer Storm Drainage Water Meter (one 3/4".permanent meter) PERMIT FEE $25.00 $20.00 $25.00 $260.00 TOTAL: $330.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS/sal CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Department (with a copy of application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 ' Fax (206) 4313665 CITY OF TUKWILA Department of Community Development Building Division -Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 REVISION SUBMITTAL DATE: j " tt—°17 PLAN CHECK/PERMIT NUMBER: t i 7 - 0 (3, PROJECT NAME: M e.CMNLss41/4Ti PROJECT ADDRESS: 1 I l 5 [ O q PI CONTACT PERSON32-L-$ P Q C.A M T PHONE: ' 2-- SiZ8 REVISION SUMMARY: ?RA o (2-. ?L- A S t D rho F-% o �' D wT fie. S ma-' T 4 (-C,A.So ( Conn Pc.54"-g of FC.AQ5 Re.. Q r F ' 3 T t bu sE - - NQ (A) �CINC� sL4Rm tTEE SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: RECEIVED CITY OF TUKWILA JUL %%1 1 1997 PFRIIIITgPNTFR ,el142rept ('t CITY USE ONLY Bldg: Planning Fire. Public Works 3/19/96 0:: FIRE DEPT. Nick Olivas PW PERMITS Joanna Spencer. FROM: PUBLIC WORKS DEPT. Pat Brodin DATE: June 18, 1997 SUBJECT: Water Availability for McCammant Homes @ 4710 S. 104th P1t: An eight inch (8") ductile iron water line was transferred from Seattle to Tukwila in 1996 under the Tukwila Construction Contract for the Ryan Hill Water Main Improvements. A new pressure reducing station isolated this area into a 340-Zone raising the static pressure an additional 15 psi. The hydrant located at the corner of 47th Avenue South and South 104 Place is known as Node number 100 on the hydraulic model. The hydrant is at elevation 175 feet with a static of 72 psi and can provide a flow of: 1228 gpm available at 20 psi residual Calculations and modeling results are attached. C:\MSOFFICE\W IN WORD\riremem2.doc Prepared by Public Works Department 6/18/97 Determining Fire Flow at 20 psi residual Q%(r) = Flow required at 20 psi Q%(f) = Flow measured during test FORMULA: P%(r) = Residual Pressure of 20 psi Q%(R) = Q%(F) x [P%(s) - P%(r)]^0:54 / [P%(s) - P%(f)]^0.54 .. P%(f) = Residual Pressure measured P%(s)= Static Pressure at elevation point P%(s) psi P%(f) psi Q%(f) gpm P%(r) psi Q%(r) calc. 72 341 10371 201 1228 Page 1 •MODEL CRITERIA The Ryan Hill water service area consists of an area that is served by water mains generally extending to Martin Luther King Jr. Way South to the west, to 51 st Avenue South to the east, to South 114th Street to the south and to South 102nd Street to the north. The hydraulic analysis of the area was run using certain design assumptions and criteria, these assumptions are taken from the City of Tukwila Comprehensive Water System Plan and are summarized as follows: 1. The minimum pressure allowed anywhere in the system during fire flow is 30 psi. 2. Peak hour flow is used in all model situations, with actual 1992 water consumption data used to compute the peak hour flow for the area currently served by the City of Seattle and 1994 water consumption data used for that part of Ryan Hill currehtly servered by the City of Tukwila from meter station no. 6. Peak hour flow is taken as 4.5 times the average yearly flow rate. This falls between the design peaking factors set forth in the Comprehensive Water Plan of 3.0 for peak day flow rate and 6.0 for peak 15 minute flow rate. Total yearly water consumption for the Ryan Hill area as computed is 11.62 million gallons which yields a calculated peak hour flow rate of 99 gpm. The requirements set in the Comprehensive Water Plan show that the system must be able to meet a peak day demand of 800 gpd per residential connection. At 73 residential connections in the area currently served by Seattle and 29 residential connections in the area currently served by Tukwila this would yield a calculated peak hour flow of 85 gpm for the residential consumption. There are also 8 commercial units and 3 fire connections in the service area. The remaining demand of 14 gpm under peak hour flow seems to be reasonable since these commercial connections are office type uses not industrial/manufacturing. The system was modelled using CYBERNET by Heastad Methods in conjunction with AutoCad. A graphical representation of the piping network was constructed and the node pressures solved for given flows. CYBERNET uses KYPIPE2 to solve for the node pressures at given flows. Fire flows were run at all nodes in addition to the peak hour demands. Full print outs are included with this report for selected runs to check system line velocities. Maximum line velocity as allowed by the Comprehensive Water Plan is 10 fps. As can be seen by the model results the maximum line velocities occur in the downstream line from the metered supply station. Following are the maximum available fire flows for each node. A maximum required value of 5000 gpm was used to run the model. Junction Fire Flow Residual Minimum Zone Node No. Avail, Pressure Pressure at Node, 10 5000 gpm 79 psi 36 psi 70 20 5000 gpm 108 psi 36 psi 70 30 3644 gpm 62 psi 30 psi 110 40 3305 gpm 57 psi 30 psi 110 50 2293 gpm 30 psi 30 psi 50 • ,• 1 Highline water district intertie Water district 75 intertie Water district #75 intertie Junction Fire Flow Residual Minimum Zone Node No. Avail. Pressure Pressure at Node 60 5000 gpm 30 psi 30 psi 70 70 2895 gpm 30 psi 30 psi 70 • 80 519 gpm 30 psi 30 psi 80 90 1454 gpm 30 .si 30 si90 34psii 30psi 110 8: i gpm I psi psi 120 536 gpm 30 psi 30 psi 130 234 gpm 30 psi 30 psi 140 2218 gpm . 30 psi 30 psi 150 5000 gpm 130 psi 37 psi 160 5000 gpm 32 psi 32 psi 170 2293 gpm 34 psi 30 psi 180 537 gpm 30 psi 30 psi PRV STATION 120 130 140 70 70 50 180 Because of the two gradient zones in this area a Pressure Reducing Valve (PRV) Station will be required at the connection of the two zones. With an upper gradient of 450 and a lower gradient of 316 the ideal elevation for a PRV would be at elevation 212 feet. This would yield an upstream pressure at the PRV of 103 psi (highest pressure in high zone) and a downstream pressure of 45 psi (lowest pressure in low zone). However, the proposed location for the PRV station is at the intersection of South 107th Street and 49th Avenue South. This location best fits the future needs of the area due to the opportunity to extend a main to the south along 49th Avenue South and being able to readily connect to either the upstream side or downstream side of the PRV to best accommodate the needs of the new system to the south. This location also works best for maintenance of the PRV station since this intersection allows no through traffic to the north or west thus making traffic control during maintenance of the station simple. The elevation of the proposed station site is 194 feet which yields an upstream pressure of 111 psi and a downstream pressure of 53 psi. Although these pressures are slightly higher than what would be ideal, this location best fits the future needs of the system. It is recommended that individual 3/4" PRV's be installed on service lines connected to the upstream side of the PRV station that may experience pressures too high for normal residential use. SUPPLY STATION AND PRV SIZING The main supply meter, intertie meter and PRV, and PRV at the 450/316 gradient change are sized based on a worst case fire flow situation of 3000 gpm. Maximum system demand under both peak hour flow and fire flow is 3099 gpm. The main supply meter, the intertie meter and the intertie PRV are all sized for this flow. The PRV at the 450/316 gradient change is sized for 2170 gpm which would be the maximum flow through it during peak hour flow with a 3000 gpm fire flow at the intersection of South 107th Street and.47th Avenue South. At these flows the size of both meters and both PRVs was set at 8". 2 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director June 6,1997 Mr. Brian McCammant 6415 West Tapps Highway Bonney Lake, Washington 98390 Dear Mr. McCammant: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97-0130 McCammant Homes 4719 S 104 P1(Lot E) This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Building Division and the Public Works Department. At this time the Planning Division and Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one.for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431-3672. Sincerely, Ikeete Kelcie J. Peterson Permit Coordinator Enclosures File: D97-0130 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 BUILDING DIVISION PLAN REVIEW COMMENTS DATE: 5/30/97 PAGE _1_OF _2_ PROJECT NAME: McC ammant Homes, Inc. , Lot E PLAN CHECK NO: D97-0130 Plan Reviewer: Contact Bob Benedicto at (206) 431-3670, if you have any questions regarding the following comments. 1. References on Sheet(s) #1 , #2 & #5 note construction per the 1991, 1992 and the 1988 Uniform Building Code. Since the plans will be the record documents for this building permit the plans should reference the 1994 Uniform Building Code as the current (applicable) building code. T.M.C. Title 16. 2. In addition to the smoke detectors located on the plans, smoke detectors are also required to be installed in each bedroom. Indicate this on plans. UBC 310.9.1.4 3. Windows are marked with a schedule "key" but no schedule has been included with the plans. Provide the window schedule that reference the "keys", or label window type and sizes on the plans. 4. The typical building cross section indicates a typical exterior wall construction which does not include thermal insulation call -out. Note the R-19 insulation requirement with this note. 5. Daylight basements are required to be installed with minimum R-10 slab edge insulation where slab is within 2-feet of finish exterior grade. Show this insulation on the plans where this will occur. 6. The wall that separates the dwelling from the garage must be provided with thermal insulation and a vapor retarder as required for an exterior wall. In addition, the slab at this wall must be provided with a continuous thermal break. Note or otherwise detail this requirement on the plans. 7. Access to the under -stair area is indicated. Usable areas under stairs must be protected at the walls and ceiling with a material approved for one hour fire resistive construction. Note or otherwise detail this requirement on the plan. (5/8" Type "X" gypsum board or two layers of 1/2 " gypsum board are two, among other, such materials) BUILDING DIVISION PLAN CHECK NO.: D97-0130 DATE: 5/30/97 • PAGE 2 of 2 8. The door between the garage and the dwelling unit is required to be (at minimum) a 1-3/8" solid wood door with positive latching and self closing hardware. Indicate this on a door schedule or a note to the plan. UBC 302.4 9. Minimum source specific and whole house ventilation systems are required in residential occupancies. The proposed dwelling will need source specific fans at the laundry room, each bathroom and the kitchen. Note on the plans the specific fans and performance ratings submitted on the H-15 handout. In addition, designate (on the plans) the proposed location of the required whole house fan. Designate on the plan the proposed method for controlling the whole house fan and note the method for providing an outside air source. Refer to information on H-15 handout. 10. Details of the deck guardrail references the 1992 UBC. The current applicable code is the 1994 Edition of the UBC, and this requires the maximum spacing for intermediate members of the guardrail to be spaced such that a 4" sphere cannot pass through the openings. Revise call -out on building section. 11. The building section calls for 2x10 deck joists at 16" on center. The floor plan indicates 2x6 deck joists at 16" on center. Please clarify. 12. General Structural Notes on sheet #1 indicates that ... "shear wall ... shall be as detailed on drawings and noted in shear wall schedule. Please provide these details and shear wall schedule. Note: all shear wall (braced wall panels) locations shall be clearly indicated on the plans. UBC 2326.11.3 By: RSB, 5/29/97, 10:30 AM DATE: City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS May 19,1997 PROJECT NAME: McCammant Homes - Lot E PLAN CHECK NO.:D97-0130 PLAN REVIEWER: Contact Joanna Spencer at (206) 433-0179, if you have any questions regarding the following comments. 1) Show the existing storm drainage system on the south side of your property. Per King County Surface Water Manual, Table 4.3.2.A, "Easement Width and Building Setback Lines," the following items need to be addressed: - a seven and one -half foot (7.5') building setback is required from the edge of the existing fifteen foot (15') wide easement that has been established for the thirty-six (36") diameter storm drainage pipe. - a five foot (5') building setback is required from the edge of the existing ten foot (10') wide easement that has been established for the six foot (6') diameter storm drainage pipe Please revise your site plan accordingly. 2) Maximum width for a residential driveway is twenty feet (20'). Driveway width as stated on the submitted site plan is twenty-five feet (25'). 3) Submit a copy of the recorded short plat and copies of all maintenance agreements associated with the property. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 KING COUNTY, WA'HINGTON, SURFACE WA R DESIGN MANUAL o The distance between the top -of -bank of a channel or constructed swale and a building or other structure footing shall be no closer than the building setback line distance shown in Table 4.3.2A. o Table 4.3.2A lists the required widths and building setback lines for drainage easements. For all pipes or any channel or constructed swale greater than thirty feet wide, facilities must be placed in the center of the easement. For channels or constructed swales less than or equal to 30 feet wide, the easement extends to only one side of the facility. TABLE 4.3.2A EASEMENT WIDTHS AND BUILDING SETBACK LINES For Pipes: Inside Diameter (D) Easement Width BSBL (From Easement) 1 D s 18" 18" < ID s 36" 36" < ID s 60" 60" < ID 10 feet 12 feet 15 'feet ID plus 10 feet 5 feet 5 feet 7.5 feet 10 feet For Channels and Swales: Top Width of Channel (W) Easement Width BSBL (From Easement) W s 10 feet 10 feet < W s 30 feet 30 feet < W W plus 10 feet on one side W plus 15 feet on one side W plus 15 feet on both sides 5 feet 7.5 feet 10 feet 4.3.3 RATIONAL METHOD During the preparation of this manual, the need was acknowledged to continue to allow a simple method for analyzing and sizing conveyance elements for small drainage subbasins. Due to it's familiarity by the civil engineering profession, and long history of use in King County, the decision was made to continue to allow the use of the Rational Method with some specific limitations. Limitations o Only for use in predicting a conservative peak flow rate to be used in determining the required capacity for conveyance elements. o Drainage subbasin area (A) cannot exceed 25 acres for a single calculation. o The time of concentration (Tc) must be computed using the method described below and cannot exceed 100 minutes. It is made equal to 6.3 minutes when computed to be less than 6.3 minutes (see Figure 4.3.3A). Equation The following is the traditional Rational Method equation: QR = CIRA where: OR C IR A = peak flow (cfs) for a storm of peak rainfall intensity "IR" of a given return frequency (R) • estimated runoff coefficient (ratio of rainfall that becomes runoff) • peak rainfall intensity (inches/hour) for a given return frequency IR) = drainage subbasin area (acres) 4.3.3-1 11/92 142' 123'/ PROPOSED TOPOGRAPHY I AT 2' INTERVAL 2I2' 200 ` m INDICATE EXISTING TOPOGRAPHY AT 2' INTERVAL DOWN / SPOUT (D.S.) CONC. SIDEWALK 196 523 Birch Street LOWEST FLDOR ELEV•20O.112 24' INV.EL197.14 4. CLEAN OUT (C.0.)0_ D_S• 4'0 SIDE SEWER MIN. 2% 10' 26' 16' STORM DRAIN (S.D.) 84' INDICATE IE AT ALL CONNECTION YARD DRAIN- 0.5X ��. INV.EL186.23 SANITARY SEWER MAIN MIN. 0 N N 196 YARD DRAIN 3/4' METER 10' MIN-20 MAX\\ SS STUB 33' 57th AVE S INV.EL 188.g 62'02% STORM DRAIN INV.EL186.23 WATER MAIN INV.EL187.50 NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 2. DOWN SPOUT DRAINS TO CONNECT MINIMUM 5' DOWN STREAM OF FOOTING DRAINS. 3. SHOW ALL EXISTING PIPE SIZES, SIDEWAU< DIMENSIONS, ETC. City of Tukwila SAMPLE RESIDENTIAL UTILITY SITE PLAN SUBMITTAL Not to Seale. DATE: 11/20/96 RSITE i City of Tukwila Fire Department May 21, 1997 Fire Department Review Control #D97-0130 (511) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Re: McCammant Homes - Lot E - 4719 South 104th Place Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Every building shall be accessible to Fire Department apparatus by way of access roadways with all-weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn -around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) 2. For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. The hydrant must flow a minimum of 1000 gpm at 20 psi residual pressure. 3. Fire hydrants shall conform to American Water Works Association specifications C-502-54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 4. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 5. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) S7S 44 39 City of TukwilaJohn W. Rants, Mayor Fire Department Thomas P. Keefe, Fire chief distance:from the nearest hydrant exceeds 250 Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible:from the. street. Numbers shall contrast with their background. (UFC 901.4.4) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd 4 sI/ Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 375-4404 • Fax (206) 57$4439 City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING Lti The proposed development at: `4/ 7x O. /OzI /'L, %N kr i' /a-. , W/4 r� 0 b (street address) ParccellNo.5q 6g0--0 Z gZ- requires undergrounding per Ordinance 486, 924 and 1321. In compliance with the requirements of Ordinance No. 1607 the property owner of this single- family development has demonstrated application of the Underground Ordinance will create, undue hardship if carried out as part of the development. The Owner is obligated to participate in funding future undergrounding improvements for their proportionate share of said undergrounding fronting their property. Furthermore, if the L.I.D./U.L.I.D. process is used to carry out the construction of this undergrounding, the Owner waives the right to protest L.I.D. or U.L.I.D. formation for this undergrounding. Owner retains the right to contest the method of calculating assessments in such L.I.D. and the amount thereof to be levied against the Owner's subject property, and other property owned by Owner which would be within such L.I.D. This Agreement shall be recorded by the City Clerk with the King County Auditor as required by Chapter 35.91 RCW and the cost of said recording will be paid by the City. This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors. This Agreement runs with the land. OWNER: wner (Si nature) J5/ %-%`%/ Date `'/�4ti' - 7qI vFj- 7 .? 3 _ / 7 0 8 Owner (Print Name) Phone /o o v/ 5/'t,iu?� s, Street Address 86/3-7r 6(/ 98/7e City, State, Zip Page 1 of 2 (8/93) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 STATE OF WASHINGTON County of On this day personally appeared before me "Z-c-eivo vi Q. \A cmA to be known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that 4"--PM signed the same as 1,\L\F-- free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this ' day of yvN cu,\ , 19 GI Public Works Director (C:doc17) NOTARY PUBLIC TO AND FOR THE STATE OF WASHINGTON, RESIDING AT: Date Page 2 of 2 City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS DATE: May 19,1997 PROJECT NAME: McCammant Homes - Lot E PLAN CHECK NO.:D97-0130 • PLAN REVIEWER: Contact Joanna Spencer at (206) 433-0179, if you have any questions regarding the following comments. 1) Show the existing storm drainage system on the south side of your property. Per King County Surface Water Manual, Table 4.3.2.A, "Easement Width and Building Setback Lines," the following items need to be addressed: - a seven and one -half foot (7.5') building setback is required from the edge of the existing fifteen foot (15') wide easement that has been established for the thirty-six (36") diameter storm drainage pipe. - a five foot (5') building setback is required from the edge of the existing ten foot (10') wide easement that has been established for the six foot (6') diameter storm drainage pipe Please revise your site plan accordingly. 2) Maximum width for a residential driveway is twenty feet (20'). Driveway width as stated on the submitted site plan is twenty-five feet (25'). 3) Submit a copy of the recorded short plat and copies of all maintenance agreements associated with the property. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 HGCaC'1MA*.!�"' i.EOt"i�S: .c to- sac LEGAL T'A4. • • N`CDR41 y4-Ors ,Goof ,Oral. yr, F/ex 5-ca cp ,ee7d -to rT r-M 5" loloe_ Fro', ffovst. T° Conn eeoK rr6 rcln 4 '' 4tf / k o Re. Aire W P t % pt."), 04 0°114 013 ?/5 W<Tr� may. QTe 'SSE t> . 11C�-vA Ele✓ '°:Elt� A /, S-- . 7.S1;:ZP .) to 70. �le H'�c!1�it�Fn CITYRECEIVED CITY MAY — 9 1997 �`�'Orr �� PERMIT CENTER KING COUNTY, WASftINGTON, SURFACE WATEDESIGN MANUAL o The distance between the top -of -bank of a channel or constructed swale and a building or other structure footing shall be no closer than the building setback line distance shown in Table 4.3.2A. o Table 4.3.2A lists the required widths and building setback lines for drainage easements. For ' all pipes or any channel or constructed swale greater than thirty feet wide, facilities must be placed in the center of the easement. For channels or constructed swales less than or equal to 30 feet wide, the easement extends to only one side of the facility. TABLE 4.3.2A EASEMENT WIDTHS AND BUILDING SETBACK LINES For Pipes: Inside Diameter (D) Easement Width BSBL (From Easement) .1 D s'18" 18" < ID s 36" 36" < ID 5 60" 60" < ID 10 feet 12 feet 15 'feet ID plus 10 feet 5 feet. 5 feet 7.5 feet 10 feet For Channels and Swales: Top Width of Channel (W) Easement Width BSBL (From Easement) W s 10 feet 10 feet < W s 30 feet 30 feet < W W plus 10 feet on one side W plus 15 feet on one side W plus 15 feet on both sides 5 feet 7.5 feet 10 feet 4.3.3 RATIONAL METHOD During the preparation of this manual, the need was acknowledged to continue to allow a simple method for analyzing and sizing conveyance elements for small drainage subbasins. Due to it's familiarity by the civil engineering profession, and long history of use in King County, the decision was made to continue to allow the use of the Rational Method with some specific limitations. Limitations o Only for use in predicting a conservative peak flow rate to be used in determining the required capacity for conveyance elements. o Drainage subbasin area (A) cannot exceed 25 acres for a single calculation. o The time of concentration (Tc) must be computed using the method described below and cannot exceed 100 minutes. It is made equal to 6.3 minutes when computed to be less than 6.3 minutes (see Figure 4.3.3A). Equation The following is the traditional Rational Method equation: QR = CIRA where: QR peak flow (cfs) for a storm of peak rainfall intensity "IR" of a given return frequency (R) C • = estimated runoff coefficient (ratio of rainfall that becomes runoff) IR = peak rainfall intensity (inches/hour) for a given return frequency (R) A = drainage subbasin area (acres) 4.3.3-1 11/92 142' PROPOSED TOPOGRAPHY AT 2' INTERVAL INDICATE EXISTING TOPOGRAPHY AT 2' INTERVAL 123' ft I CONC. SIDEWALK DOWN SPOUT (D.S.) A96 200 22' 523 Birch Street LOWEST FLOOR E1EV-200.a2 24' INV.EL.197.14 t CLEAN OUT (C.O.)o D.S. 4'I SIDES SEWER MIN. 2% STORM DRAIN (S.D.) 84' INDICATE IE AT ALL CONNECTION YARD DRAIN 0.5% 0 N n 1 D' MIN. 26' 16' IK cc 0 196 INV.EL186.23 C.O SS STU -3/4' METER 10' MIN-20 MAX t I YARD KNOT mow DRAIN % SANITARY SEWER MAIN -"-sr 57th AVE S 33 INV. EL.188.7 62'02X STORM DRAIN INV.EL 186.23 WATER MAIN INV.EL.187.50 NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 2. DOWN SPOUT DRAINS TO CONNECT MINIMUM 5' DOWN STREAM OF FOOTING DRAINS. 3. SHOW ALL EXISTING PIPE SIZES, SIDEWALK DIMENSIONS, ETC. City of Tukwila • SAMPLE RESIDENTIAL UTILITY SITE PLAN SUBMITTAL Hot to goals. DATE: 1 1 /20/96 RSITE i City of Tukwila. John W. Rants, Mayor Department of Community Development Steve Lancaster, Director May 13, 1997 Mr. Brian McCammant 6415 West Tapps Highway , Bonney Lake, Washington 98390 Dear Mr. McCammant: SUBJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D97-0130 McCammant Homes 4719 S 104 P1(Lot E) This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 16, 1997, was re -reviewed at the May 13, 1997, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431-3672. Sincerely, Kelcie J. Peterson Permit Coordinator File: D97-0130 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 CITY OF KWILA Department of Community Development Building Division -Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 REVISION SUBMITTAL DATE: S" I " 9-7 PLAN CHECK/PERMIT NUMBER: . (30 PROJECT NAME: M cC ayy,nn ar14 E PROJECT ADDRESS: "( / i v S I OLI P) - L� f CONTACT PERSON: (Ku\ me caw/Di/4- PHONE: REVISION SUMMARY: pig SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY OFEIVED TUKWILA MAY r�.Pg97 PERMIT OFNTER Vier 7t Tn $jIr`'f/Ci CITY USE ONLY Bldg. Plannfng;.,; n Pu6Uc Works . . 3/19/96 City of Tukwila la John W. Rants, Mayor Department of Community Development Steve Lancaster, Director May 5,1997 Mr. Brian McCammant McCammant Homes 6415 West Tapps Highway Bonney Lake, Washington 98390 Dear Mr. McCammant: SUBJECT: Development Permit Application Number D97-0130 NOTICE OF INCOMPLETE APPLICATION McCammant Homes Inc. 47 Av S & S 104 P1 - Lot E This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 16, 1997 was determined to be incomplete. Before your permit application can begin the plan review process the enclosed requirements from the Public Works Department must be met. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431- 3672. Sincerely, Kelcie J. Peterson Permit Coordinator Enclosure File: D97-0130 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 DATE: City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Eamst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS April 21,1997 PROJECT NAME: McCammant Homes - Lot E PLAN CHECK NO.:D97-0130 PLAN REVIEWER: Public Works has deemed the application to be incomplete as submitted. The following items must be addressed to complete permit processing. Contact Joanna Spencer at (206) 433-0179, if you have any questions regarding the following comments. 1) Building site plans and utility plans are to be combined. 2) Show how all utilities will connect to the existing system. This shall include water, sewer, and storm drain (including roof and foundation drains). Information on all utilities shall be provided, including pipe material, size of pipe, and slope of pipe. 3) Show dimensions of driveway. In addition, Public Works is requesting the following information in order to expedite permit application processing time. 1) A copy of the short plat shall be submitted to Public Works. 2) A topographic map shall be submitted for the property. 3) Specify all easements located on the property and maintenance agreements (if applicable). 4) Show location and specify size of water meter. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 DATE: City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS April 21,1997 PROJECT NAME: McCammant Homes - Lot E PLAN CHECK NO.:D97-0130 PLAN REVIEWER: Public Works has deemed the application to be incomplete as submitted. The following items must be addressed to complete permit processing. Contact Joanna Spencer at (206) 433-0179, if you have any questions regarding the following comments. 1) Building site plans and utility plans are to be combined. 2) Show how all utilities will connect to the existing system. This shall include water, sewer, and storm drain (including roof and foundation drains). Information on all utilities shall be provided, including pipe material, size of pipe, and slope of pipe. 3) Show dimensions of driveway. In addition, Public Works is requesting the following information in order to expedite permit application processing time. 1) A copy of the short plat shall be submitted to Public Works. 2) A topographic map shall be submitted for the property. 3) Specify all easements located on the property and maintenance agreements (if applicable). 4) Show location and specify size of water meter. r• 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431366S rt "'err Residential Sewer Use Certification QCii "o K„r,r,. (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state taw to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Wastewater Treatment Division at 684-1740. (Please print or type) Owner's Name (Last first, a Init 1) cp Property Tax I.D. Number J Ll 17 O a�jc� Q Property Legal Address: Subdivision Name Subdiv. # Lot # Block # Building Name (if applicable) Property Street Address City, State, Zip Owner's Mailing Address (If different from above) Owner's Phone Number ('tv(r ) -2 23 17 Via' Property Contact Phone Number ( Party to be Billed + "'em ry C c .t (if different from owner) / Party's Mailing Address (if different from above) City or Sewer District Date of Connection: Side Sewer Permit # Please check appropriate box: .4 Single-family ❑ Duplex (0.8 RCE per unit) ❑ 3-Plex (0.8 RCE per unit) ❑ 4-Piex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces Residential Customer Equivalent (RCE) x 0.64 = x 1.0 = 1.0 1.6 2.4 3.2 For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/Representative r'—"----- Date l6 Print Name of Owner/Representative e,,„_/.r/ .nSY /On.. I 4nr., -. e TL'AT PORT10 , O ^t! ' ! j '^?^ ^' + S en RAC TSS DZVISION :140. 2,` r D::'1: ; _ CI .CF. 5E4.='TL.., :.:.CORDING T>iE PLAT RE. CD D .D Y'f.;L:l:T 7 ti,' Pi s_ms;. PAGE 47; IN :X_NG COUNT WAEi INC i't N, : c i S (yY , 'BEGINNING A'^ Pr.:).7'Cl;" .;'"St T Trtiv iC.IC r_.N13 THE EAST • N..A.r1C:tN C 4 'Tj,, y J' ;0L'^'1-14' COc ''34 • N 116.63 FEET ?ROM- :THE ' .N0 'w'r n r,., ORI t.R : r F , S? 1 T?23.'.. Y' • 21; TL ENCa S 88938 14" E 104:.00. =Ec" . TO THE TIR :' JY.NT:. O: Sc.C:I ii'G; T. HE;iCE:'. CONS'Z.N't lNG 5 `8!_ 's8`;." E 3g. ,' 1 m .TO A ..POINT OF CURV _TU tE; Tz NC.>W c : .CT. TO T /`i • ^R.t . yaDXUS 25 EE`I.' .AND Ati"ti A_RC - 04 "_>0 1 7 ..FL TQ .: A, L T C r,^'1='RSF. CURVE ; THENCE ON'.A.'CJRV ' TO rrT x, OF =0.a-ND AN SOUr.h LINE OF:tT., ,. «i'. _ " -.: • S , a.:.2c:N T. w tt , RECEIVED CITY OF TUKWILA APR 161997 PERMIT CENTER DETACH TO DISPLAY CERTIFICATE DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON.NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A DETACH TO DISPLAY CERTIFICATE_t RECEIVED CITY OF TUI(WILA APR 1 61997 PERMIT CENTER REGISTRATION: .•..... v AUBURN . �' �n74`} Cx2 4a \ f 2='="c 'C7 L' .EC.; E .,c_R 100 - Tb- •rL4__ S.e 'fir oF lake v-o O `„,! Pad'g ' E we *s a �rG KO SEGE� a4 A R r.: r Yw<xa o 4r, o �s � T i j7F - `i • 92� —o22Z tcLx+ f'. ice k E t s 1 C k?�c 44! Prr ' O tl _ ._. ._ FILE COPY lunderstand that the P o c }c t > to ebtect to errors and 1111 n ;q I wafts does nn+ Dat. -�f ��01 SEpp RATE PERM T REQUIRED FOR:. ECMIwK'^N' . .s ELECTRIC`' PLUMBING G.1S ,Pu" GtTY: OF TGFE�NILJ► CIUUI DIVIS :: p, 2 t 1997 f - y t , , F4 P . ••• , - - 44 THE STRUCTURAL NOTES. ARE, SUPPLEMENTARY & NOT INTENDED TO SUPERCRDE SPECIE/CATION AND/OR DETAILS ON DRAWINGS 80 mPg 4. STRUCTURAL LUMBER, A. 2X FLOOR & ROOF JOIST 42 & BTR HEM -FIk AM B. 4X BE 4 & BTR GRN -FIR C. 6 X BEAM #2 & BTR GRN -FIR D. COLUMNS *2 & BTR GRN-FIR E. LUMBER NOT SPECIFIED #2 & :paw wBw ON PLANS OR DRAWINGS TH * DESIGN VALUES OF WOOD TO COMPLY WI IBB BBC BOOK * (SEE FOLLOWING TABL $ 1. LIVE LOADS: ROOFS 25 P$F FLOOR 40 PSF DECKS EXPOSURE (3) 60 PSF 2. FOUNDATION DATA A. EXTEND FOOTINGS TO UNDISTURBED SOIL, ASSUME BEARING 2000 PSI. EXTERIOR FOOTINGS TO EXTEND A MINIMUM OP 12" BELOW ADJACENT EXTERIOR FINISHED GRADE. B. COMPACTED FILL IF REQUIRED SHALL BE GRANULAR. FILL TO BE PLACED IN HORIZONTAL LAYERS NOT TO EXCEED 4. ON HAND OPERATED COMPACTORS $ 4" ON HEAVY EQUIPMENT COMPACTORS. IF TESTING REQUIRED COMPACT TO 96% MAX. PER ASTM D 698. C. 2000 PSI 0 28 DAYS. 5 SACKS CEMENT PER CUBIC YARD & MAX. 6 3/4 GAL. WATER PER SACK. SPECIAL INSPECTIONS NOT REQUIRED. MAX AGGREGATE 1 1/2. & MAX. 4" SLUMP. D. FOUNDATION PLATES BOLTED WITH 1/2" BOLTS SPACED MAX 6 APART WITH MIN 7" EMBEDMENT. MINIMUM 2 BOLTS PER PIECE AND WITHIN 12" OF ENDS. E. MINIMUM THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTLY ON GROUND IS 3 1/2". F. REINFORCING STEEL TO BE PLACED IN CONFORMANCE WITH ACI 318,88 AND-MANUAL OF STANDARD 7PACTICE By DEB, 3. FRAMING DATA: A. FLOOR SHEETING SHALL BE 3/4 TONGUE & GROOVE A.P.A RATED. SHEETING TO BE GLUE WITH A APPROVED ADHESIVE B. WALL SHEETING TO BE 7/16" OSB OR 1/2 A.P.A. RATED. C. ROOF SHEETING TO BE 7 /16 . OSB uR 1/2" A.P.A. RATED. ** NOTE ALL NAILING SCHEDULES PER UBC TABLE 23 -1-0 ** D. PROVIDE PULL DEPTH BLOCKING FOR FLOOR JOIST AT LAPS AND BEARING WALLS. E. INSTALL ROOF TRUSSES PER MANUFACTURER SPECIFICATION •- • 0 :Z.S" -022;2_ , • , 2 • F 4 • , -•-1 •-•,- • • ..d ti. - 8 4,141E,(4 , - , *M... , " ... , V..,.. 4, -444.0ii0W-7 , i , ..,-;...,.4 ... • •?....)7c 21 a ..,•S 4,...■.1S_ 6 1. THE GENERAL CONTRACTOR SHALL SUPERVISE ALL CONSTRUCTIONr.;(22 - 7 ACTIVITIES AND VERIFY COMPLIANCE WITH DRAWINGS, NOTES, FOLLOWING CODES: - A. 1994 UNIFORM BUILDING .JODE Design Values for Beams B. 1994 WASH. STATE ENERGY CODE SM NiamMorUse C. 1991 UNIFORM PLUMBING CODE D. 1994 UNIFORM ELECTRICAL CODE 2. WRITTEN DIMENSIONS SHALL BE VERIFIED BY /la CONTRACTOR BEFORE COMMENCING WORK. DIMENSIONS SHOWN ARE TYPICALLY TO THE FACE OF FRAMING UNLESS OTHERWISE INDICATED. DO NOT SCALE DRAWINGS FOR CRITICAL DIMENSIONS. NOTIEy THE DESIGNER OF ANY VARIATION FROM THE NOTES AND/OR PLANS. 3. ALL DETAILS SHOWN ARE TSPICAL 6 SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN ON THE DRAWINGS/PLANS. 4. ALL PRE-FABRICATED ITEMS SHALL BE HANDLED AND INSTALLED PER MANUFACTURERS PRINTED INSTRUCTIONS AND LOCAL CODES 5. VERTEX SIZES & LOCATIO4S OF OPENINGS IN FLOORS, WALLS, & ROOF WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS. STRUCTURAL NOTES ** Speap &GM,* • MMIIMILMMIMMIKEZIEILIMI IMMICM=11111MEM=MMIM=21 NOM= WM ILUSIMIOLS1 EAZIMMAIIIEMBILMINNammlEINIEMI IMION NEUVINE2 ME BEMIRE:JOIE CM Mulct MOM NEZ Eal IOW !ELI DU MM MEDAMILIMMIl MUMMILIMM BffiUMLiZ MAN ilEMOINUMEE•1 iliE21111L:2 Waal/OWN liM:1 Wal ENINEXIIIMAINLAISMISEAMILIMEN 1111311M1 INIENMEE ILL9MILASEL IMO MU SIDA LajiMIJIMILi! 7..11MIM IMEa BMW SRL SE.' NSW ONEE KU EU IOW. MEI ME RUMEN= WM MilliaME 011EIMMI MMMillaNIMIE NE:MU MOE MUSKLIIMS41 IIIIMMEMillikafifiLIMMEME2MMUMME =WNW MAIMIECJIMEMINEHMUUMEESINGAMMUMEOIMOSIii IIMMEMMS IMEDIMMIMECHOMINIMMIKEINGIMEOXIM' Ma =ZANE SEUNIALAKErialliti2MIM IIMSIMEMNIEZMULIBINE MV4,;;IMISOMKEICIUMEllitia aafili:311LELMIMEIMMIFelmlaUE MGAZIMIEZ =MIME IKELINISMENE EMU MEI ME KZ IMO EM! IIMMIC101111EMMICIIM4171EUMIEMMEMEMSEIMMi MEZMILl LIM. WANE lEtz: Ezz! EllOBULEIMULOIMEIMMUEIEMIMEAMOUSELMBENC& IMEZMIEMMEMILIIMIEDIMMEMLULI MENEMIIIMANIMMEEEMENZINIL IMMEME121 EINE= 0E31 MU INIM 1111LAINEti !WAWA= 1,1:2110311 ,10.0 MESE WIRE Mal= 1 EMINIMORIEDEDuailliERECINMENIE MEI alrONEZ IMIMIMMEA Mir.QMSOMMTAREIMMEMEIIMEAW um ma Nika MIUMIta MD KO MOMS SONNOMIRE EMMY MI MirgaMIZIMIE ME.T.MMLARIE MES,2111011L12 1111111MEN DIEU IELCIEREWEE INEIMMER 11111111MISKONSILISIVESZAKEMEIMMESI= NEVIBMIEIME=OlnillaC=IIKOIRIMIUMMI ta.3.11=IIIIIIZ WANE INEEMEMINEE ME.111IMIEW; IIMMIZAIMIMMILSIMIYE MEMMX9IMEIMEOM121111M MIMMIELMSIMIMMICISMiL ifilMICAIMEMTE3IMEIMIM MMOMIMMallOMILOMMILIMIMNIEMEIKOME3MIMI araiEVE alLiniKu BEZIELIAMEEMEolliMillEi MEMMEZIMIIIEMISCJIMILIKESOMEWUZIII0 IMMINEMI ISEENINEEKE MEV. EMEZERSIUDIMINIE WA IBUZINCIORE IMMINEMNI EMMA= ELOINIZINEE ISEALEZIEW MIMIIMMTV EMMA= BEIMEZIMEEI EIMBEMI MUM IIILIEMMUMMIIELALERIP LUMEMS MEEZIMILIIMMILEZIWINHE MENLO MIMI IL= MIMOIMIE MiLallilLiMMIEMILLJIMUMMI IMNIMMEMEZMMEMMME111=MIMCMIEEMEZIMIZIMLU _ AMOMKWAMMAMMOMMUUMMEKLIVOEMWOMMIE spode, Grade Design Values for Repetitive Framing Members 1 ISMOMMIIIMMOMMMIIMIKEIEICI. _111111C1=11111WC=MIMI 1==i' • ILIIIMILMILiMallIMILOMMItil, Lam. Alumni ILIEIMILJ IlliE, IILLI MEM= MIN MI lial INCIIIKE MEL WI ME MO MU K2' IIIMMIE111115=MCIIMEMEDIML.11111EIMOILZMIL2 NMI MA MU= ND IIIME KM MU ME IMIIEZ11:2 1111111EE22 Saalltalliiti IL:.'. NUR= WEI WAIllal 'calla EIN1 111E...'111t21111W 1121.:311E11111i CIE4111ENIK2 II= E ZIA I EU NU MEI 11M,..:11111U Mb MEMIIMIEZ MIN MO MILANI:ZANE MrAMILMILN EILIMI, IMMILMILIZINLAIKLIKEDIKAIME,EICUW INIMEMINCLAILAINFEILLOMILINEN=IILMEZ, 11ZOILMINEAPREVIELINIKANIEMEZINEINW MOINIEMISIONLOMEMEMINMEMUnIZHIEZ MOMMIMESMIAOKUIMUCELEAMOINLEMEORKOMO MOMMIEMINIUMUMIUMEOWNWEOWIIIINMW, 1111WIEJIMAILLINUENIZIMLUINEMiNISAW Milan IMIIIILI INEENIMINIKARE NEMILIMW IIIIIIIMINE=111ffialliEll=111112111EINENIMINM IIMINIMII me.MIEHISEEINELMEINEENG:111211M! NM all 11=111EilIELLIIMINEE ESpICIIIII 11111111111 1 IZIELAINEIEL311141111lualm, . _ , RECEJVED CITY OF TUKWIIA flit 1 1 1997 PERMIT CENTER 1 , , 83.1.N30 L6611 t 1111 " TAI - 4834 u* 73 0 EX. 12' SS - 0.02 SSWW 41 EXISTING GRADE 7 PLAT ROAD PROIFLE SCALE H:r -30" V: - 5'i EX. S01-I GE- 01.3 E- 164.00 SEE SCI EMA11C FOR UTLITY LOCATIONS EXIT. WATpQ H41N S88 38'14 — E 8 PVC NEW 9■ sTV6, Tyr' HEW Wm., TAP EXIST 4,1Yr SIfyLE See.vi.E. NEW LOCA EX. 18 CMP 6_SSS P T EX. CB EXIST. 5' CHAIN LEO CE END SW W/ ROLLED CURB RIO' DRAINAGE EASEMENT v - 6' WOOD FENCE S 88 37 30" E 310.44 IS DRAINAGE S 88 38" ST E 310.31 EASEMENT 10' DRAINAGE EASEMENT 0 NOTE: CI SECT NEW 5" MAIN TO ExIST I2" MAIN W/ TEE PEP_ C17`; OF rJ:O'.v!LA GT4�'bnrn�_ EXIST. HOUSE SCALE: r - 30• 0 5 0 30 60 ELEVATION DATUM PER EXISTING SANITARY SEWER - METRO- PLAN NO. 77 -240. LID 6661. LEGEND tT EX. MONUMENT 41 NEW MONUMENT O EX. UTILITY POLE ow EX. WATER METER • STOP SKIN • - PRIVATE STREET SIGN Tl' NO PARKING" SIGN ® EXIST. SAN. :SEWER c EXIST. CB m EXIST. CB TO BE REMOVED FH NOW FRE HYDRANT SSMH NEW SANITARY SEWER C�TUE� 21 - I, 30- M 4 �U6 `i '. 1 CAA.6l CO. 1UU11 1 pU K- }ip ID- V3" PROPOSED UTILIZY. LOCAT SCH EMATIC I "= 10' 55MLI # I C OLF0N w4"TEIC ENE sUK box NOTE.: EXISTING UTILITIES SHOWN NO,GEP ON P.£9T AvAILAl51.E. INPOKMATION. coNITKAOTOR I° KESENEWNLE FCC LOAXTINO ,R',LL. Ex1511Na "il�iLITI ES PIGIOILTO CONST ^.UC.TION. WATEK REY'IPING To r5N CO.OEPII ".TED WITH C-IZESTON WATER ASSO IAT6N, _U' E STU EXISTING UTILITY LOCATION SCHEMATIC l ■Ts VENT. MAILRWRE0 WATT LIE ACCESS 'FS »I PLAT KDAb CKESTDN WATP- PkFSSURE 0Ox 119,6) NEW POWE[ P0.S. NOT CONTRACTOR SHALL VERIFY ALL OSAITSISY SEWER 4 APEX LOCATIONS PRIOR TO CONSTRUCTI N. NOTE: SANITAKYSEWEN INSTALLATION SH.WLL COW-OW TO CITY OF TJKWILA PUBLIC- WORKS U'Ek/EP- CONISTRUCTION AKIO PEVELOPMENT NTAN . • 5ivNJIT/,f,Y SEWER PLA[vI i,1-ID PROFILES ITPPPPpky nmi NEW EXIST. 5 CHAW LB•9( FENCE WOOD FENCE TO TO BE DEDICATED SCALE RIP RAP HEADWALL. TYP. END ROLLED CURB END 5' CONC. SW S88 38'14 RD LE 2-H-0 CB #6 6' ADS. TYP. M ELEVATION DATUM PER EXISTING SANITARY SEWER -METRO - PLAN N0. 77 -240. LID 6661 z LEGEND l7 EX. MONUMENT > NEW MONUMENT O EX. UTYJTY POLE ❑wM EX. WATER METER STOP SIGN :. ° PW'VATE STREET" SIGN 0 NO PARKING' SIGN END co sw W/ I CURB TO REMOVED DRAINAGE EASEMENT HOUSE EXIST. DITCH RIP RA' HEADWALL TYP SHT 3/4,'6' SEE DETAIL 15' DRAINAGE S 88 38' .31 C EXIST. SAN. SEWER EASEMENT 10' DRAINAGE EASEMEN i ❑ EXIST. CB o EXIST. CB TO BE REMOVED NOT NEW FRE HYDRANT J LOCATIONS OF UTILITIES ARC ppppyxlMA ' E.CONTXACTaiz 150 SHALL VERJW LO,TOh pCOk7OloN6rF-UCrloy. 4 7th AVE. SOUTri PROFILE SCALE EX. IS' CMP TYPE EXISTWG GRADE STA. 0.34 PROFLE SCALE TYPE CB #2 PROJECT NO. TYPE E - 67.5 (6' STUB PS E- 68.2(6 "IN) E - .64.44 136" OUT) SHEET NO. PLAT ROAD SCALE ROFILE CB M. TYPE DETENTION PIPE PROFILE ROAD AND DRAINAGE PLAN &- PROFILES SCALE I. SHEAF. GATE SHALL BE A. SHEAR GATE, CAST IRON BODY AND GATE. OLYMPIC FOY. STD. OR EQUAL OR B. SHEAR GATE ALUMINUM OR CAST IRON. DRAINAGE SPECIALTIES (SAVANNAH, GA) STD. OR EQUAL. 2. GATE SHALL BE 8" DIAN. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION 8Y BOLTING (THROUGH FLANGE). MELDING. OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED LOCKING LID 00:157.43 REMOVABLE WATERTIGHT COUPLING OR FLANGE NTS GE: 158.3± 2' MAX TYPE II CATCH BASIN 54: DIA. MIN. NTS FLANGED END FROP -T SHEAR GATE RESTRICTOR ELBOW DETAIL SHEAR GATE STORAGE PIPE SPIGOT END 0.005 FT /FT 20 LF MIN. 110 LF - 36" CMP 2" DIA. AIR VENT TYPICAL CLOSED DETENTION PIPE NTS OFFSET FRAME GRATE SO THAT RESTRICTOR /POLLUTION DEVICE IS VISIBLE AT EDGE OF OPENING AND DIRECTLY OVER THE LADDER STANDARD GALV. CB LADDER STEPS LOCKING LID I I MAX INLET PIPE S - 0.005 158.2 1E:154.44 GE: 164.0± 36 MIN. DIA. CONNECTOR PIPE. TYP. PLAN VIEW NTS IE:153.83 2' MIN. * ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT #1 OR BETTER) NTS 6" ADS OR EQUAL TYPE II CATCH BASIN 48" DIA. CB. TYPE II. 54" SECTION LIFTING ROD TYPICAL FLOW RESTRICTOR POLLUTION CONTROL DEVICE ROUND SOLID LOCKING LID OVERFLOW IE- 157.43 STRAP OVERFLOW TO CB WALL. TYP. WATERTIGHT CLEANOUT OUTLET PIPE S - 0.01 O OUTLET IE- 153.63 ORIFICE #2 (SEE DETAIL) RESTRICTOR PLATE APPROPRIATELY SIZED ORIFICE CUT IN PLATE. MACHINE DRILLED. SHARP EDGED ORIFICE. NOTE: ALL STEEL PARTS AND SURFACES MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT #I OR BETTER). COMPLETE CORROSION PROTECTION MUST BE ASSURED ASPHALT ROAD FOR SINGLE ROUND PIPE WITH 6"x3/8" DIA. STEEL ROD. N.T.S. 12" 19 POST GIVING FIRM SUPPORT BUT NOT TO EXCEED 1 I/2" DIA. IRON PIPE OR 4" x 4" WOODEN POST. MAIM E t \ SET IN CONCRETE MAILBOX STANDARD DETAIL SEE DWG 40' R/W CEMENT CONCRETE CURB & GUTTER. SEE DETAIL SECTION B--B. PLAT ROAD NTS 4'X4" POST STANDARD OR BETTER CEMENT CONCRETE SIDEWALK —3" COMPACTED DEPTH CLASS P ASPHALT 4" COMPACT DEPTH CRUSHED SURFACING 12" MIN. CLASS B BANK RUN GRAVEL SIGN INSTALLATION NTS 1/4" EDGED GROOVE CEMENT CONCRETE SIDEWALK 0.02 FT /FT OPTIONAL FOR INTEGRAL POUR (4S ° ) CEMENT CONCRETE ROLLED CURB OUTFALL NT.S. HEADWALL DETAIL..' E ' y - EDGE OF PAVEMENT BACKFILL AREA TO BE COMPACT TO 90 -95% OF ORIGINAL GROUND — SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 3 1/2'X12' FLEXIBLE GALVANIZED METAL CLEAT. NAIL TO TWO SIDES OF POST WITH 16* GALVANIZED NAIL PROJECT NO. SHEET NO,