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Permit D97-0131 - MCCAMMANT HOMES - NEW SINGLE FAMILY RESIDENCE, GARAGE AND UNCOVERED DECK
City of Tukwila ��- (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLIC* IS PROCEEDING AT THEIR OWN RISK. Permit No: D97 -0131 Address: 4713 S 104 PL Status: ISSUED Suite No: Issued: 09/04/1997 Location: LOT F Expires: 08/19/1998 Parcel No: 547680 -0281 Category: NSFR Type: DEVPERM Zoning: Const Type: V -N Gas /Elec.: GAS Units: 001 Setbacks: North: .0 South: .0 Water: SEATTLE Sewer: SEATTLE Wetlands: Slopes: Y Contractor License No:- MCCAMHI11OCW OCCUPANT OWNER CONTACT CONTRACTOR CONTRACTOR MCCAMMANT HOMES INC 4713:S-104 PL,- TUKWILA, WA KINGSLAND DEVELOPMENT & INVESTMENT INC, 10041 51 AV S, SEATTLE WA 98178 BRIAN MCCAMMANT Phone: 206 862 -8928 6415 WEST TAPPS HIGHWAY, BONNEY LAKE WA 98390 MCCAMMANT HOMES INC. Phone: 206 862 -8928 6415 WEST TAPPS HIGHWAY, BONNEY LAKE, WA 98390 PADDY & DADDY COSTRUCTION 15028 SE 369 PL, AUBURN WA 98002 k * * * * * * ** * ** ******* k********************************•* ** * * * * * * * ** * * * ** ** * * * * * ** ** ** ** Permit Description: CONSTRUCT NEW 1959 S.F. SINGLE FAMILY RESIDENCE WITH A 100 S.F. UNCOVERED DECK AND A 437 S.F. . ATTACHED GARAGE. k*•*************************************************** * * * * * * * * * * * * * * * *** * * * * * * * * * * * ** Construction Valuation: $ 147,941.25 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: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: Ik **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I4************** k************************************* * * * * * * * * * * * * * * * * * * * * * * *k * * * * * ** Date _5430 — 10 TOTAL DEVELOPMENT PERMIT FEES: $ 2,194.46 Permit Center Authorized Signature:J&IX X 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 % ermit. Signature: 4 =� Date: 3 - DEVELOPMENT PERMIT tp•rt M-ed 3 mac)/ 4 ' Occupancy: DWELLING UBC: 1994 Fire Protection: East: .0 West: .0 Streams: Public: Print Name. J.,A • .E j C 0AHj,I l.?,7'6 o N 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 r: Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water:. Wetlands: 547680 -0281 4713 S 104 PL. LOT F NSFR DEVPERM DEVELOPMENT PERMIT V -N GAS 001 North: .0 South: .0 SEATTLE Sewer: SEATTLE Slopes: Y Permit Center Authorized Signature: Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Occupancy: DWELLING UBC: 1994 Fire Protection: East: .0 West: .0 Streams: Contractor License No: MCCAMHI11OCW OCCUPANT MCCAMMANT HOMES INC 4713 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 ************************************************** * * * * * * * * * ** *k * * * * * * * * * * * * * * * * ** *fir* Permit Description: CONSTRUCT NEW 1959 S.F. SINGLE FAMILY. RESIDENCE WITH A 100 S.F. UNCOVERED DECK AND A 437 S.F. ATTACHED GARAGE. **************************************************** * * * * * * * * * * * * * * ** * * * * * * * * * * * * *•k Construction Valuation: $ 147,941.25 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: ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ . 2,194.46 ****************************************** * *k * * * * *k * * * * * * * * * * * * * * * * * * ** (206) 431 -3670 D97 -0131 ISSUED 09/04/1997 03/03/1998 Public: * * * * * * * * * * * * * * * * * * * * * * * * ** Date: % - 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:_ Date: Print Name:_ _��.��'1��� - 1���� 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. Applied Date: 04/16/1997 Issued Date: 09/04/1997 ••• • • , • , •,•,„ , • ; • • ..„ Permit No Site Address „.. her •Fee,, . " TOTAL.: WATER;I:riBTEll FEES , . • 1' • PUBLIC WORK'SVBIIGINEER 'APPROVAL 47-i3S-.104 PL Lot F.- ATER - METER • • , • -•••• • :T.-, • WATER METER A . • Water Meter Type .:PERM • Water Meter Size , 75 00 • : 4k Work OrdeNo .: . „ Connection Fee ,.;: "-,,,'' ..:'` ' • $ 60:',00 Fee ,.. , ; , ,-, f2.,.. :: 'Instal l ' Deposi ‘ t:';::, ''''' $160.(i02 .,'' ' ., , A d d ! 1- irlstall4b,eposit: ,, ., Plan Review Fee ..,, ‘,.,':: ., $.10.00,,-.. Inspection 'Fee: Water ,:..:'. $ .90 $25. 00 131 Assesrnent . 00 • - • ‘.; o. • 00 " . „ • $260.06 WATER ilETERL.0 $ .00 $.00 $.00 $.00 $.00 $.00 $.00 Address: 47 S 104 PL Suite : Tenant: Type: DEVPERM Parcel #:.547680 -0281 CITY OF TUKWILA Permit No: D97 -01 Status: ISSUED Applied: 04/16/1997 Issued: 09/04/1997 •k *•k•k•k **•k* k* * * * ** kit ** **•k k * * **•A*•A* A* * * *•k * ** k• k• k• k• k•k***•k* k k•k•k•k•Ak•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 stor m drainage facilties. • The site shall have ,.per erosion "control ,, measures in place as soon as possible after final grading has. been completed and, - to'r to':.the,Fir al Inspection. Driveways shill 'comply with City r esident;ia l standards. Driveway width shall 'be 'a 10' minimum and '20' maximum-Slope shall be/0,6aximum o 15 %. Turning radii shall be of five feet , • For red idential.driveways, a 12" corcrete or ADS 00e shall be 'installed under: the driveway at. th existing drainage ditch:Iocation. Driveways „{shall be paved for a ,minimum distance of 20' fro the "edge existing road pavement. ,affecting traffic flows'shall be closely coordinated with ,:the 'City;; Uti l,it'ies': Inspector Traffic Control_PlanY shall be submitted to the I'nspector for prior approval: . Hauling over 50 cy..... shalt require rappltcati,on for a Hauling Permit prior to „any associated activi'ty. +, It 'is strongly recommen'ded 'that storm drainage designs certified , by =a l icensed' engine`e,r '•,other..wi"se, the owner- as s'iiiries ; , l,i abi`i, ; ity for, the desi " g n and any subsequent relate dama °ges • Al1‘pr• \ ivate' ;storm drain pipe shall be , .` e.itherconcrete q t,,, rein'force''d ADS pipe. Treated cor'rug•at,e'd`'metal' pipe may be uset0or detention facilities. 10. •k** * * ' * * * *k *•k•k•k **b BUILDING DI,VIS°I. orb * *•kk *k•kkk *:I 11. No chah;ges will ,be made to the plans 'unTe`s: approved by .th Architec ' or Engineer` and the Tukwila Building Di '- 12. Plumbing permits shall b <o bta.ined through the Seattle - King County Department 'of Public Health. Plumbing will be: inspected by.::that agency, including .a1-1 gas piping (296 -4722) . 13. Electrical permits.'shall be obtained - through : the Washington State Division of Labor ;•and.Industries. 'electrical work will be inspected by,_that agency:(•248- 6630). 14. All mechanical work shall be` permit issued by the City of Tukwila 15. 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. 16. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 17. 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. 18. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1994 .rav+uw;` - •':`S`"" -4fld ttwi+Mr.Nru+irb' t tl'••"••• _ - _- E di t i o n ) a' amended Uni orm Mechan i:cal:.Code'(1 94 Edition), and Washington Sta Energy, ,Code (1994 Editi;on�` Notify the:.City of4 lwlla Building :Division` :p` r r to p laci.ng a :any concrete This;: p ro'cedu're is in. a`ddit on to .any r. equ remen ;,ts' for pecia inspecti A.l l ;wood to remain in placed :concrete l' be treated woad. There .shall be ` no: occup:ancy : the, bui ldi,ng(s) until` the:..,, f: na1.',; irispe t h'as'> been: ca the' 1ukwi'la Building • • Tnspe'ctor: a l i d i ty of Permit . The issuance of a permit' or a pproval , of fan s,, specifications, and `computations ,shall not`be ; 6,6n7:: trued to `be a;;per,mit .for, •an approval af, f any of she;:prov,i one o'f'',the bu `lding :co or .of •a ther ord'i'nance of the:::'jur,isdiction Na. p ermit pres to ve "a:uthority to'v`iola or cancel the provisions of this • • PERMIT # 97 -0131 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 may or may not be 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. 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 may or may not be 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. ;Os • - 41YHOF:JUKWiLA,,; . MA 40/7 e ' .TRANSMIT ' *11-A.*****A***A** . • 1RANSMIT Number: R9700638 Amount: 1,461.75 09/04/97 11:17 • Payment Method: CHECK Notation: MCCAMMANT HOMES Init: SAL Permit No D97-0131 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 547680-0281 Site Address: 4713 S 104 PL Location: LO1 F Total Fees: 2 • This Payment 1,461.75 Total ALL Pmts: 2,194.46 Balance: .00 A********************************A************A*****i****iA***** • Account Code Description Amount • 000/345.830 PLAN CHECK - NONRES -732.71 000/322.100 BUILDING - RES 1,127.25 000/345.830 PLAN CHECK - •RES 732.71 • 000/345.830 PLAN CHECK - UTILITY 20.00 000/345.830 PLAN CHECK - WATER METER 10.00 • 000/386.904 STATE) BUILDING SURCHARGE 4.50 • 000/342.400 INSPIFEE - UTILITY 15.00 412/342.400 INSP FEE - STORM DRAIN 15.00 402/342.400 INSP FEE - SME/SSS 20.00 401/388.102 WATER CONNECTION 60.00 • 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 13n0 09/08 1717 TOTAL 5942.00 Proj n C a , ,/` foil g I l 7� - Val et iCinstErlo , a s Site Address 7 /3 5 jo� ! P / .� City State /Zip: ! TtP g }� �m�igb J ! O a�l 07 Property Owner: M I tA, ) -4 -- i-4ciM. S Phone: 84.Z - g3Qt28 Street Address: City State /Zip: c Lam- C S (-•.). "T LPPP iiu-Y[ am- '8 O Fax #: V is 4rt r N-r - t - te 1 / E . Phone: 'a€2 - 892f3 Street Address: Gih - s e-... T45 City State /Zip: S .k-tuZ• a=#.w t uc. '1E39 o Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: ThaQA) t Phone: Street Address: City State /Zip: c -,41.5 w , -rziPP S d r 't •J f.N v< 9a 370 Fax #: Description of work to be done: �� F,a"As 1.--r- ....t) «r./5 ;— , ,/` Type of work: A('lew Single - Family Residence ❑ Addition - Single- Family Residence f a 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: 0 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 Neww Square Footage I Q9 sq. ft. Dwelling sq. ft. Covered Deck(s) 3 - 7 sq. f Garage /arport sq. ft. Accessory Structure(s) icOc 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. A R STAFF USE ONLY vo' CITY OF TUNWILA F Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Project Nuimber: Permit Number: 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. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Flood Control Zone ❑ Moving an Oversized Load: ❑ Sanitary Side Sewer #: El Storm Drainage El Water Meter /Permanent # El Water Meter Temp # El Miscellaneous Date ap li ation accepted: � - I CS - 9.7 SI'PERMIT.DOC 2/13/97 El Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: El Hauling El Land Altering: 0 Cut cubic yds. Start Time: End Time: El Sewer Main Extension 0 Private 0 Public El Street Use El Water Main Extension 0 Private 0 Public Size(s): Size(s): Est. quantity: gal Schedule: 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. Dale application xpire Size(s): 0 Fill cubic yds. Application tak n by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: ` Print name Phone:862 (! Fax #: ?Ft to f‘ Addre / _ f (si �� Ps l � � �� ✓.� G� t`/ „re. City /State /Zip: (ofntcl //t.? I../ - c. �l ?- P ALL SINGLE - FAMILY RESIDENT PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: ➢ DRAWINGS PREPARED BY■ r.EGISTERED ARCHITECT OR PRO, ...SSIONAL ENGINEER MAY BE RE9I4H F�D �� BYpiE BUILDING OFFICIAL ➢ ALL diiiAWINAS SI Avi 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 El ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. El El 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) El El 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 location(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) ❑ ❑ Building height ❑ ❑ Building cross - section El El 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. El El 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 ! 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. SFPERMIT.DOC 2/13/97 ' *k 4A* *i * ** * * * ) l*A * * * *• h *k * * *** * * * * * *-A k* **k•k * * * * * * *k * *k * * * * *k * * * * ** CI1 Y OF TUKWILA, WA Q 1•RANSMIT. * * * * * * **** nth* ***k * *A * * * " **1***Tc*lr * I ** k k * * * * ** ** k# * * * **•k* * * *k * ** TRANSMIT Number: 89700568 Amount: 732 04/16/97 12:43 Payment Method: ;CHECK Notation: MCCAMMANT HOMES Init:. SLB Permit ' No D97• -0131 Types DEVPERM DEVELOPMENT PERMIT Parcel No 547680 -0281 Location: 47 AV S & 104 PL - LOT .F Total Fees: 1,864.46 This Payment 732.71 Total ALL Pmts: 732.71 Balance: 1.131.75 : * k: 4**** *********** k******** A***A* * * * * * **k * *Ak ** * *A**AA * *h * * * * *** Account Code Description Amount 000/345.830 PLAN CHECK NONRES 732.71 • w r _ _ . _ • • _ _. r • n r . w w r T • 96.1.0 04/17 9717 TOTAL 2976.34 Projest/i , 8 / y ., (/l t � (� ` ili Type of insp Ion: u Address: -7 h � �t /� P " ate called � � .11g Special instr c�o�s Date wanted: �.-m g /�.9�1 Requester: , -15 — 9 L /. 3 ce INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. INSPECTION .RECORD --- Retain.a copy with perta— Corrections required prior to approval. Dori-0131 PERMIT NO. (206) 431 -3670 Zi/V $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal) to schedule reinspeption. b. . ,.. , . y 1 . ,. Date: ( r .0' .4 %/ Project: O Cc Yt � .- . Type of inspection: p 4: Address: S. 0 y t ; - t _ Date called: cc ci , Special instructions: Date wanted: , t ■ \ t a.m._ p.m. Requester: Phone No.: } INSPECTION RECOpprTh Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I Receipt No.: P r7- oli PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspector: Date: q( t L $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, eo must be paid at 6300 Southcenter Blvd., Suite 1 Call to schedule reinspection. Date: Project: �(e 4 - L. AA.. Type of inspection: i �...f _ Address p Date called: '0 'Cl Q Special instructions: Date wanted: c a.m. Requester: lail t'e1 N'.i: .� '. - t _:ix4' V "Y., . INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 981 PERMIT N (206) 431 -3670 Approved perapplicable codes. 7 Corrections required prior to approval. COMMENTS: c R'Tc R NPEvS wr A('. P-() 0 AN)) Ni AN t (C j) C..K z . Inspector: Date: r1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1,00. Cal to schedule reinspection. Receipt No.: Date: ` r • u5 • Project: N � - Type of inspection: Cic 1 >,n rA G S - \/�' vw vr P• Address: 1-- S S N`4 PI- Date called: L I 2.1 Special instructions: Date wanted: 44/2 a.m Requester: ' j Phone No.: INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100; Tukwila, WA 9818 Approved per applicable codes. COMMENTS: Inspector: Date: if 1 INSPECTION RECORD Retain a copy with per PERMIT NO. (206) 431 -3670 Corrections required prior to approval. ZI J SO� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaV to schedule reinspeption. Receipt No.: 0 Date: Project: Type of inspection: ,J riVekla . Address: 417 s .j v *.A pi !' Date called: /_ p � � / _92 Special instructions: Date wanted: p L� '� -5" /a a.m. p.m. Requester: � Y /Qi1 Phone No.: 3622"0.9.22 INSPECTION RECOF Retain a copy with pe ..mot INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. D °17 -0 l Corrections required prior to approval. COMMENTS: r sc..Lb oi L4 c 4- a o c C fiV7/geg Inspector: Date: itI F $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, Ice must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. I Receipt No.: Date: CORRECTION NOTICE The following items are found to be deficient and not in accordance with the approved plans or City standards: 44 fri A -feitm-J w 't5 fl(frLi) 0 :I, � p MAJ l2t»v, W4 s ) fidoi QTY OF TUKWILA PUBLIC WORKS ENGINEERING 6300 Southcenter Boulevard Tukwila, Washington 98188 (206) 431 -3674 PERMIT NO. / 17- 613 I y DATE: % J,.� q?J TIME: JOB ADDRESS: ,4% ; 4 fi-s i245 NI iN rh &,vw 2 ' il,c.,ti(ave �AC /trS Pig )) /Ji A C .6) i - si we' j rGi SIGNED: t,i2, /PU0X(✓�,tn..w°L s Project: ja + , Type of inspectio 60 A ..,. - 4 6(1111 Address: . y 7 n ' /ayg N. Date called: ti/ 7/ x L... : _ / .i S (c c t Special instructions: ; J 1_ Date wanted: a/ � f 6 am. p.m. Requester: 1 d P� D4 Phone No.: COMMMS: / / I A :._ rL 6 L4 / x ..,. - 4 6(1111 •L ____... - r Scamp rte, C Cf2412UL �` L L... : _ / .i S (c c t 614wn1 /I,, -v . ✓'p.ciit ! ' - . yo92.___Diesi / A C�/_ ✓' r / IL ..:!i 6 Approved applicable codes. Inspector: 5 - . INSPECTION RECOF� x r Retain a copy with per„ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.,F #100,,, Tukwila, WA 98188 I' D1 7 -0/3 / T NO. (206 431 3670 Corrections required prior to approval: Date: fRil $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: COMMENTS: Type of inspection: ukti Seryice roof Cirdi n 4 Address:4 s 104ph pi m Date call 4 ed . ‘"' 6 - 9g Q.0(14Cic-t•Or \Ntla Oit..ed' -Coi- ;0 f?ruic,e. 1 t.de, if-1QU; cor?. Th■s ■s er �t &ctvvJ. ean't t5r e.% SkCirN062). vt,1 tt.okolovt.t,n w I e w n 1&�t) 1-1 A waew,eptsk.d ei atet.f . I' , I. a „ Project: Type of inspection: ukti Seryice roof Cirdi n 4 Address:4 s 104ph pi m Date call 4 ed . ‘"' 6 - 9g Special instructions: Date wanted: 41 - 7.... ci ? - P.m. Requester: DJ / p cifki a/ 1- Da :iciy one o.: 712.. "7 3S 8 LI 34 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • 0,;'' • Pt INSPECTION NO. 1 Inspect Date: I $42.00 REINSPECTIDN FEE REQUIRED. Prior to inspection, fee must Approved per applicable codes. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECOPR Retain a copy with pil I I Dc17013) ERMIT NO. 44 (arir3T-3670 Corrections required prior to approval. Date: COMMENTS: Type f inspection: Wa �Jvr -wt q- Side Sewer . Address: i/7�3 S / o -�, R. Da te cal led: 4 —/ —qg #/1i f yr ct' ss < Pt& 6o1li/ucdi4 i-ta be • S55 7 /f2xa.. o 1J, �- /5 ` 0' ""`"U c) ioZi, '-t f `j t?) P.P.c-rw�a.vit y/V 5/ b Ly -4 rzy s la S M rtAr-e& Gue-v, f Project: .�OhhSvh i9 - B Type f inspection: Wa �Jvr -wt q- Side Sewer . Address: i/7�3 S / o -�, R. Da te cal led: 4 —/ —qg Special instructions: Date wanted: , I _ 02, qg a.m: Requester: peci F'at•f-fy 4 Yi.-.2 I1 Phone No.: ( — g 4 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Approved per applicable codes. INSPECTION RECO Retain a copy with pe I Inspector: D97 0 /3/ PERMIT NO. ( 6) 431 -3670 Corrections required prior to approval. Date: J 7 0 $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: ii Proj c : GCA vv) G -- Type o ins & tin: , tall'3r� 1 iki t ' ( ''� Add{ � 3. 5 r ` .� (y4 Q` , t Date called: �! t/ /.1 Special instructions: S F � Date wanted:. ca.m� y�� r • ,gym. Requester: L-i S Phone No : . Approved per applicable codes. INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 vr? x'31 PERMIT NO. Corrections required prior to approval. COMMENTS: Date: Ct $42.0 ' REINSPECTIO " FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter, Blvd., Suite 100. Ca I to schedule reinspection. Receipt No.: Projec : J Type of inspection: Address/ S Oil L r. Date called: Date wanted:... 42. 1 _�p q [� c S pecial / GJ Clar p.m. instructions: Requester:" u_ Phone 5. -- S • , sxoo 2 INSPECTION RECORPN Retain a copy with copy with peiLt INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0.21Approved per applicable codes. 'r. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspect gr:��� - � C � Date: 7/4/4 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter,Blvd., Suite 100, Cali schedule reinspection. Receipt No.: Date: prim p ouo ,-_,--.417: Type of inspepion: .• Act-i-nk-nfi Address: '013 5 lo •FL. Date called: Special, instructions: Date wanted: - 5 -4 1g a.m. Requester: — 7 nA.v Phone No.: ,-25- 810A INSPECTION NO. . k a - 1 - 64pproved per applicable codes. INSPECTION RECO In_ Retain a copy with pekA I I b9 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ¶S (206) 431-3670 Corrections required prior to approval. COMMENTS: ,••." • ...' • . • • • • • • "*" Date: 2 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter, Blvd., Suite 100, Calkto schedule reinspection. COMMENTS: / } p s L 1.60e4 i L(2 i 2 Prol/a a GlQ rAt. 1 .... Z n h ......AI / ../ , , ill ei /7 —3o A • , ., .4 , -f— »1,/ / ),/,e -, 10 :/4,e4, tog A - 4 -4 9 Lt • r h ,71 12_ 1 fr,,4. di ) 72° y) M ?�Gayi;�a J 4i-- 1; el. (! (g ) /= % 6/ C. �jF / ) && — , o /, d ' 5-c- 0\ Z/ , 3- /a/ !1 Projept: ( ( m n1 - r..,t, n 41.,1 }ern 41. Type of ins ection: aunun of Address: 1'71q $ 16y P( Date called: ):3C,) -1)? Special i tructions: Date wanted: r)-e) 98 (a.m) p.m. Requester: , b •M cyst.. Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 I INSPECTION RECOITN Retain a copy with peLst Date: D r1 - PERMIT NO. (206) 431 -3670 Approved per applicable codes. [ ` j Corrections required prior to approval. Date: $42.00 REINSPECTION FEE REQU4RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Celtic) schedule reinspection. Receipt No.: Project: eGy11V ' C Type i1C' re_ inspection: � �I.Jj/. L. :•1141t.IcJJi Address: Date called: Special instructions:, Date wanted: q . .. 2 - 0), - f 8 a.m. p.m: Requester:--. . • Phone No.: , 5 —Staa 8 INSPECTION RECD. Retain a copy with pe INSPEOTEON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector: Date: I I Approved per,applicable codes. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Ca,ito schedule reinspection. Receipt No.: D �cii -oral Corrections required prior to approval.: PERMIT NO. (206) 431 -3670 Project: M c e� � �►a� Type of inspection: � r�t4 �=- .Address4 4o' o ot p/ Date called: 1 r 1 Special instructions: Date wanted: 1 1 4 zip 'Requester: • Phone No.: /12" -. INSPECTI N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: Receipt No.: INSPECTION RECO Retain a copy with pe Date: D DI (206) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: � Projeti ti.c\c„..et Type of inspection: (-., , r F vs.lcs-u...--...)ft•Vrilhsi No, Address , p., -2_ ' ,-,- ( Date called: I lid Special instructions: Date wanted: 9 ' ( 7/4 Y all3 Requester: ..... Phone No.: Approved per applicable codes. INSPECTIO 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 COMMENTS: I I Corrections required prior to approval. • Date: I fr P1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call.to schedule reinspection. Receipt No.: 2 Date: {, . b INSPECTION RECOI Retain a. copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'Approved per applicable codes. -1 i --013\ PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspector: Date: /6 $42.00 REINSPECTION FEE REQUIRED. Prior tc inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Dale: • Project: m . S Co d- r Permit No.: j)c7'2, (:) /3 / Site Address: 4 7. t 3 S 6,/...( pc Date Called: i% /9- Type of Inspection: Eb - , o * Dr4"A5 Date Wanted: Id /j 7q,2 • a.m. ( p.m. Requester: R y 2 4 , , Cwein ^ Phone No.: ZS? - .P3 2 - 94 /s? Special Instructions: 110 G- -k (7c , L ` u t1 J 1 i v\.. q { (l / Sc) C., Cn r' NkkA ct n.,^-nu-v4 (. U i-1 rrl' t,t.a\y, --� 1 I v., Ail pc �r ( t raw :� I),/ 7 fr '- II f J j /` c.. Yet_ _ ,9,A4N+nn o i V nIr , A ) O-k. -v--' 1 J 1 . A V-• / r 1`\2.�i�• C CIN_i �- � L/ L. ;,\ / C , • r '' �.41'1A `.?• 1 0 I''L 1"•.-1.'•` V tj +� U 1/4 Nl � S\ ) --t . AJ.� City of T& Avila Inspection Request Department of Public Works - Engineering Division Phone: (206) 433.0179 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 c ' 1 Ty a of inspection: 1 l_ 1"n' • ate o II �'4' t Special instructions: • e w to . a.ma.m�. m ie sy r: .., Q .Phone No • '... INSPECTION1,RECO Retain a copyith pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 CO MENTS: t f r i l 1 ✓ ► t, t L . E .4571 A G ..nn +. p M7r JV'IiJril:rt.�y'..... S Inspector: C sr4 ) 1 Date: 1 36 ) .) � t Approved per applicable code .; $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must . be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Dafe: Project: C 44 .." '. 71- 11442 tate Type of inspection:— Address: called : Special instructions: , . Date wanted: 7 Requester: Phone No.: 1. INSPECTION RECOPIN Retain a copy with pek) • INSPECT I N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, .WA 98188 k (206) 431-3670 NI/Approved per applicable codes. n Corrections required prior to approval. COMMENTS: r. eie- Ccui,/>, ° Date: 3:14Y Ti $42.00 REINSPECTIO1 FEE REQUIRED. Prior to inspection, fee r ust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Da e: 4 A .! ' : • ' site plan site plan site plan PLAN REV ACTIVITY NUMBER PROJECT NAME DEPARTMENT: '' F etti6 G DIVISION El COMPLETE 1S? COMMENTS • REVIEWERS INITIAL 1mo13! FIRE PREVENTION ❑ PLANNING DIVISION ❑ C"oVO�� S U� ❑ PERMIT CObR.��jD;2420RR DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) NOT COMPLETE ❑ NOT APPLICABLE ❑ DATE APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL C:ROUTE -F DATE DATE DATE TiEt7 DUE DATE 741 DUE DATE (Certification of occupancy required. _ ) ACTIVITY NUMBER rfri. 0131 PUBLIC WORKS COMPLETE COMMENTS REVIEWERS INITIAL APPROVED REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP DA:mleit• try PROJECT NAME DEPARTMENT: L 7 F BUILDING DIVISION FIRE PREVENTION ❑ STRUCTURAL ❑ EJ 1 DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE ❑ NOT APPLICABLE ❑ (G :k ov, \V`oc . - Ft) S4ru� -e_ Vla tn r r6 ( 5 C7 e-- ( `i e 6\e' .. Zoo v �1 + G l7rz AU �-o. ( c�P ) c1 c Q oe 5 TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRE ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & ehter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED W/ CONDITIONS NOT APPROVED (attach comments) ❑ CORRECTION DETERMINATION: APPROVED 1 APPROVED W/ CONDITIONS DATE DATE 7 DATE PLANNING DIVISION 0 PERMIT COORDINATOR ❑ DUE DATE A DUE DATE �x 9 DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy inquired. „� rw ar,�;s;T.,LU.a; ✓.�er•�nn.��'*!rxuxwn PLAN REVIEW / ROUTING SLIP Dri.o13! DATE,„. ACTIVITY NUMBER PROJECT NAME DEPARTMENT: Lo7 F BUILDING DIVISION [J FIRE PREVENTION III PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ J DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE ❑ COMMENTS TUES /THIJRS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED cg ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & eater Sierra.) REVIEWERS INITIAL �4 ' ./-G1 APPROVALS OR CORRECTIONS: (ten days) APPROVED L. APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) ❑, REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE C :ROUTE -F N DATE 7- iJ - 1 7 DATE DUE DATE ilt NOT APPLICABLE ❑ DUE DATE 7_%__fs7 DUE DATE (Certification of occupancy required. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER MT o 131 PROJECT NAME DEPARTMENT: LoT F BUILDING DIVISION ❑ FIRE PREVENTION ❑ PLANNING DIVISION PUBLIC WORKS Li STRUCTURAL ❑ PERMIT COORDINATOR ❑❑ 1 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE Da COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ,? ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL APPROVED ❑ REVIEWERS INITIAL C :ROUTE -F N NOT COMPLETE ❑ APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: DATE 7/5/q DATE DATE DUE DATE DATE TILT/ DUE DATE NOT APPLICABLE ❑ APPROVED ❑ APPROVED W/ CONDITIONS ❑ . NOT APPROVED (attach comments) ❑ DUE DATE APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ (Certification of occupancy required. �_ ) l� %a ��ciSfi'}_;} y.": Z: �s' GC: Riw: li :•,7siP•_''�',S:f >,rALi:vnaP.� ict:s•e+masa..+�romr��:•na+c+� BUILDING DIVISION DETERMINATION OF COMPLETENESS: (T,Th) TUES /TIiiJRS ROUTING: PLEASE ROUTE F- '� - L—C. k c� ROUTED BY STAFF II (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED a APPROVED W/ CONDITIONS REVIEWERS INITIAL /L -C.V/ DATE 9//q9 I, CORRECTION DETERMINATION: APPROVED I l APPROVED W/ CONDITIONS REVIEWERS INITIAL DATE C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER NT Q 131 DATE t. gay PROJECT NAME DEPARTMENT: "' F' FIRE PREVENTION PLANNING DIVISION a PUBLIC WORKS • STRUCTURAL ❑ PERMIT COORDINATOR ❑ 4 COMPLETE NOT COMPLETE [ NOT APPLICABLE El COMMENTS ' crre hc'1 e. p lans �. re c\cck- tk.)a K-eo WcJ \./ suom -rs,l- ., NO FURTHER REVIEW REQUIRED El DATE DUE DATE ilti DUE DATE ___ NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) ACTIVITY NUMBER D 91 - O )3' DATE S- 9• • PROJECT NAME MGCCUfl in wtf +tomes a- Lai DEPARTMENT: BUILDING DIVISION FIRE PREVEVTION PLANNING DIVISION 0 e, Ntk)e— /c /CI NI 6 ll3� IC WORKS STRUCTURAL PERMIT COO 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE COMPLETE NOT COMPLETE ❑ COMMENTS REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED ❑ REVIEWERS INITIAL C:ROUTE -F Perm(f C�ord. COP? PLAN REVIEW / ROUTING SLIP DATE DATE NOT APPLICABLE ❑ 5•i3 TUES /THURS ROUTING: PLEASE ROUTE I I NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) DUE DATE 5 APPROVED ❑ APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) p.w. ( KcW.n � 1muI I44q. IEWER INITIAL. DATE icap DUE DATE APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) ACTIVITY NUMBER b crl - 0 1 3 DATE S • q 4 47 PROJECT NAME MGCarninan+ 'Homes Lout F DEPARTMENT: BUILDING DIVISION I FIRE PREVENTION El PLANNING DIVISION PUBLIC WORKS r 4 DETERMINATION OF COMPLETENESS: (T,Th) COMMENTS PLAN REVIEW / ROUTING SLIP TUES /THURS ROUTING: PLEASE ROUTE 4 NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL L NOT COMPLETE E NOT APPLICABLE El I 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F CORRECTION DETERMINATION: APPROVED Li APPROVED W/ CONDITIONS DATE l 13 161 DATE STRUCTURAL n PERMIT COORDINATOR DUE DATE 5 97 DUE DATE 5-..air-q7 NOT APPROVED (attach comments) Ei t DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) ACTIVITY NUMBER D q 1 0131 DATE S" 9° ( 17 PROJECT NAME McCarnmwif ' - (..oi ■ DEPARTMENT: BUILDING DIVISION FIRE PREVENTION. PLANNING DIVISION Ca PUBLIC WORKS PLAN REVIEW / ROUTING SLIP 1 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 52/ 3- 97 COMPLETE E NOT COMPLETE NOT PLICABLE U CoNI NTS Amax after) a (MG. 9 . L/7/ 3 s /p Z- TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED C ROUTED BY STAFF fi (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL N m . ( : I t CORRECTION DETERMINATION: APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F �•ACJ`Ai h4.YS!t ^4MtnMiS ..N+W51.nf +k1: �N�YlhrM1�.': f ∎.rx i},!IriT+SV.i"iRY . ihf '`iQ.�. "1'IKtRY�'LYYIMC�RI:�fiWa NYx[.f.yAlrxr.rrrrW: lMInC•• DATE DATE STRUCTURAL n PERMIT COORDINATOR 0 DUE DATE NOT APPROVED (attach comments) DATE Si DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) COMPLETE FP COMMENTS ' REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP } ACTIVITY NUMBER 91- 013 I DATE S. 9 • c ri PROJECT NAME Mccammanf 'Homes - (..o-i F DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION El PLANNING DIVISION' PUBLIC WORKS STRUCTURAL n PERMIT COORDINATOR 0 t DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) I APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED El APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE DATE DUE DATE 5"/ 3" 97 NOT APPLICABLE El F DATE 6 jh, • DUE DATE 5Wir 'q 7 APPROVED n APPROVED W/ CONDITIONS n . NOT APPROVED (attach comments) Q DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy requited. ) } C .41 , C441.g44.Sigit. , Yt:,x_5r ul x� ;crn +i :5C & +17k _ PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 91 0 )3 1 DATE :5 ' PROJECT NAME Mccammcinf +lames e- F DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION Q PLANNING DIVISION EI STRUCTURAL El PERMIT COORDINATOR Q PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE 5 /P7 I I APPROVALS OR CORRECTIONS: (ten days) APPROVED n REVIEWERS INITIAL DATE j / // Q -2 CORRECTION DETERMINATION: DUE DA'L'E APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL DATE C:ROUTE -F 1N. 11 a1. Iti .90e11We4uitwLaM[vv^eay.1 reV IVAU1. NHM4. 14, Yht,44W+N':AM'VA:iIMNeAK Hf, 5i9N4/ro04 f: M•MMM•i . + .u.• DUE DATE 5 1 17 NOT APPLICABLE El NO FURTHER REVIEW REQUIRED DUE DATE 5. 7.. APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) Nj NOT APPROVED (attach comments) Q (Certification of occupancy required. 1 Perm, Cd. CoP1 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 1R'' O i e I DATE I7 PROJECT NAME q tACCAMMCIA IY� • DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION El PUBLIC WORKS 1 DETERMINATION OF COMPLETENESS: (T,Th) �r P.W COMPLETE El NOT COMPLETE c ma s �(�� - 5 inc � a�plrca ion TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED U ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) El REVIEWERS INITIAL l CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F PLANNING DIVISION 0 STRUCTURAL El PERMIT COORDINATOR II DATE DATE DATE DUE DATE if-/7• 97 NOT APPLICABLE DUE DATE 5-4• 97 DUE DATE APPROVED APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 (Certificadon of occupancy required. ___ ) C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D 13 1 DATE 6%6 J S) PROJECT NAME II41bibi1Is I•ha/ , L. F DEPARTMENT: BUILDING DMSION RI FIRE PREVENTION El PUBLIC WORKS ❑ STRUCTURAL ❑ 1 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE pr NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL REVIEWERS INITIAL DATE 0/9 I DATE CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS ❑ DATE PLANNING DIVISION NOT APPLICABLE ❑ DUE DATE 5 1-q a PERMIT COORDINATOR ❑ DUEDATE 1 4" t1 -`1 NOT APPROVED (attach comments) ❑ DUE DATE NOT APPROVED (attach comments) ❑ (Certifcadon of occupancy required. — ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER • O 13 1 DATE 6 /6 k PROJECT NAME K<e- 401,b1irb*. 14•04e$ " L 4" F DEPARTMENT: BUILDING DIVISION El PUBLIC WORKS I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE Ej COMMENTS • TUES /THURS ROUTING: PLEASE ROUTE REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F FIRE PREVENTION PLANNING DIVISION p STRUCTURAL p PERMIT COORDINATOR p NOT COMPLETE El NOT APPLICABLE p Ly0 DATE ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DUE DATE L l - 17 "q'7 NO FURTHER REVIEW REQUIRED DATE 5//9 DUE DATE 5 I " q? APPROVED p APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) p DUE DATE APPROVED 17 APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 DATE (Certification of occupancy required. ) DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION 0 PUBLIC WORKS 09" STRUCTURAL n APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F DATE DATE PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 0 • 0 13 DATE 1 16 1'!? PROJECT NAME I 1.0". Me rt s " Le 4" F PLANNING DWISION PERMIT COORDINATOR 0 1 DUE DATE y /7-P DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n NOT COMPLETE COMMENTS NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE El NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF Ej (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL C ` DATE 791 1 DUE DATE 5 ('q? APPROVED n APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) 0 DUE DATE APPROVED APPROVED W/ CONDITIONS 111 NOT APPROVED (attach comments) 0 (Cerctadon of occupancy required. ) .snaMJnvNws,ra..+....w�w.wan n. 7. n. v�.. avr. f, u ..*a.uw..+.rw....w�...�.r... +•. me PLAN PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D • o 1 3 1 DATE 446 /if PROJECT NAME KC " 4 F DEPARTMENT: BUILDING DIVISION FIRE PREVENTION El PLANNING DIVISION PUBLIC WORKS LJ STRUCTURAL E PERMIT COORDINATOR Q DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE 711 NOT COMPLETE El NOT APPLICABLE 0 e-oncQ r tin ; commmas `Dec. ry oeol- be � ' -�rbre) n via . I 0 v2- 1)4— ; i S l>v -f- ✓1 J A%vv12 `> ;u n TUES /THURS ROUTING: PLEASE ROUTE fl ROUTED BY STAFF fl REVIEWERS INITIAL REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F (If routed by stall', make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) DATE 1� /j jq �7 DATE DATE o f\ DUE DATE 5-I" t • (Certification of occupancy required. 4 DUE DATE 'I' (1 -91 NO FURTHER REVIEW REQUIRED 1 1 APPROVED n APPROVED W/ CONDITIONS fl. NOT APPROVED (attach comments) Q DUE DATE APPROVED APPROVED W/ CONDITIONS 111 NOT APPROVED (attach comments) 0 FIDELITY NAT TITLE AFTER RECORDING MAIL TO: Kingeland Development & Invostment, Inc. 10041 5lst Avenue South Seattle, WA 98178 Piled for Record at Request of Alpine Escrow Inc. Escrow Number: 7883 Statutory Warranty Deed Orsntor(r) :Terrance A. Johnson and Jonelle M.C. Johnson Oranlct(e): Kingaland Development & Investment, Inc. e N.C. J. n •n Wan 'nRton ) OF King, 1 ) SS Net 207 P02 AbbrevietcdLcgal:Parcel A, City of Tukwila Short Plat N. and 0033, recorded under Recording No. 9209011207. / Full Legal Desaiption on pag(a): Asscs oes Tax Parcel Number(s):567680- 0290 - 06 FgU � O1 3 VAr. THE GRANTOR Terrance A. Johnson and Jonelle N.C. Johnson for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to Kings land Development b Investment, Inc. , a Washington Corporation the following described real estate, situated in the County of King ,State of Washington; Parcel A, City of Tukwila Short Plat No. L92 -0032 and 0033, recorded under Recording No. 9209011207, being a portion of the North half of Tract 30 and all of Tract 31, Merrick'e Acre Tracts Division No. 2, Addition to the City of Seattle, according to the plat recorded in Volume 12 of Plate, Page 47, in King County, Washington. Situate in the County of King, State of Washington. Subject to iasements, Covenants, Conditions, Restrictions contained in Exhibit "A ". Date • this 06 day of .t g 1997 BY A t,. - .4 Ali / Ll t _ By— Terrance - ---- By s/Jcg2 �. :! . By Jo STA COU �' q, r k 'A$11 , sss s MAY 23 '97 15:23 r' I certlty that t ktlow or ve satisfactory svkience thatTerrance A. Johnson N. d. Johnson are the pontoon who appeared before me, end said person s acknowledged that they signed this Instrument and acknowledge It to be their free end voiuntar�act -for the uses and purposes: mentioned In thl Iq n 9 t r j x pq � ' Dated: py_� ! ` �►11"-- State of Washington William J. Noll Notary Public In and for and Residing at My eppok*men:' Too: March 8. 2001 Jonelle t.Pll.le 0 0 0 a 9 ♦1 v N p. C . FIDELITY NAT TITLE 207 P05 MAY 23 '97 15:24 EXii7BLT "A" EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: Recorded: June 24, 1985 Recording No.: 0506240887 In favor Of: City of Seattle Purpose: Watermaln and appurtenances Affects: Portions of said short plat as described therein EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: Recorded: June 25, 1985 Recording No.: 8506250529 In Favor OF: City of Seattle Purpose: Electric underground distribution facilities Affects: Portions of said short plat as described therein Said instrument is a rerecording of instrument recorded under Recording No.: 8506130856 EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: Recorded: July 3, 1985 Recording No.: 8507030444 In Favor Of: Pacific Northwest Bell Telephone Company Purpose: Underground communication lines and above ground cabinets Affects: The exterior 10 feet, parallel with and adjoining the street frontages of all lots and tracts, said lots and en UD tracts as delineated on the final approved plat .4 LOT LINE ADJUSTMENT, AND THE TERMS AND CONDITIONS THEREOF: Recorded: July 24, 1987 u7 Recording No.: 8707241153 O r- EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: Recorded: . October 13, 1987 Recording No.: 8710130836 In favor Of: Washington Natural Gas Company Purpose: Gas pipeline Affects: Portions of said short plat as described therein COVENANTS, CONDITIONS, RESTRICTIONS, RIGHTS AND EASEMENTS CONTAINED IN DECLARATION OF SHORT PLAT NUMBER L92 -0032 and 0033; Recorded: September 1, 1992 Recording No.: 9209011207 UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING, AND THE TERMS AND CONDITIONS THEREOF: Recorded: March 17, 1993 Recording No.: 9303171795 EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: Recorded: February 15, 1995 Recording No.: 9502150778 In Favor Of: City of Tukwila Purpose: Maintenance, construction, repair or reconstruction of drainage Improvements 9ffect.s: Portions of Parcels E and F as described therein SC AT PLAT NUMBER 19 3:9. 0:933 , TTY TUKWILA, WASHING. .4 LEGAL insourrioNs BEFORE THE SHORT SUBDIVISION: .066 ell/Arilk.41 AFTER THE SHORT SUBDIVISION: TVs space reserved for recorder's use Return to: Dept. of Community Dev$opmcnt Manning Division City of Tukwila 6300 Southcenter boulevard Tukwila, Washington SIM APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby rati- fied for filing Z3 day of rman, Short Subdivision Committee DEPARTMENT OF ASSESSMENTS Examined and approved this / day of 5e--- 191.4 6/4)04.0az 0 J 8 S ( APia . 3 A a .4 Deputy AssessorS*T c. to orb/ ora Pa of // Assessor F. • g • . . , • '. - - EXISTING LEGAL ,.. DE . ' TEE :NORTH HALT or TRACT 30 AND ALL'OF.TRACT:31i MiRRICK'S A1CRHTRACTS'DIVISION NO.. 2.ADDITION TO THE CITYOFSEATTLE. I, . ,:...ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE ..:,.. ...' 47, 111 KING COUNTY.. WASHINGT011i,: .:.- (ALSO KNOWN AS,TRACTS A AND worLOT LINE ADJUSTMENT NO.': -: 685078. RECORDED UNDER AUDITOR'S FILE NO. 8707241153).. .. • • . . cD 1. 1.1 F• '.. r '.' I 1.1 . K• . ( i f t PARCEL A AFTER DEDICATIONS I THAT PORTION OF TRACT 31, MERRICK'S ACRE TRACTS DIVISION NO. cl 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY, ' WASHINGTON, DESCRIBED AS FOLLOWS; 3 BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 31 AND THE i EAST MARGIN OF 47TH AVE. SOUTH; THENCE 6 88 ° 37'30" E, ALONG THE NORTH LINE OF SAID TRACT, 10.00 FEET TO THE EAST LINE OF • THE WEST 10 FEET OF SAID TRACT 31 AND THE TRUE POINT OF •1 BEGINNING; THENCE CONTINUING S 88 ° 37'30" £ 94.00 FEET) THENCE S 0 ° 13'34" W 76.60 FEET; THENCE N 88 ° 38'14" W 69.49 •j FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OP 25 FEET AND AN ARC 01 38.77 FEET TO THE EAST LINE OF SAID WEST 10.00 FEET; THENCE N 00 ° 13'34" E, 1 � ALONG SAID EAST LINE 52.11 FEET TO TEE TRUE POINT OF BEGINNING. TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD .: SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS a OF THE PARCELS RAVING LEGAL ACCESS THEREFROM AND THEIR •4 HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS; •a THAT PORTION OF TRACTS 30 AND 31, MERRICK'SS ACRE TRACTS '1 D DIVISION NO. 2, ADDITION TO T C ITY OF SEATTLE, ACCORDING i CD TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PACE 47, IN KING R COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; S CD BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE O3 EAST MARGIN OF 47TH AVE. SOUTH LYING S C ° 13'34" W 76.62 FEET �7 FROM TEE NORTHWEST CORNER OP SAID TRACT 31; THENCE S ti ; o, 88 °38'14" E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15 FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15) THENCE N 88 0 38'14" W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST MARGIN OF 47TH AVE. SOUTH) THENCE N 0 °13'34" E 40.01 FEET TO THE POINT OF BEGINNING. Mye ..., o F.�_L... �.; u1., 2K - 11 2 WE Lt • d 1 2S . E R S URVE Y 1 14 0 PARCEL B THAT PORTION OF TRACT'31, MERRICK'S ACRE TRACTS DIVISION N0. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN ICING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 31 LYING S 88 °37'30" E 104.00 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE S 0 ° 13'34" W 76.60 FEET; THENCE S 9R °3E/14" E 39.49 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AND AN ARC OF 20.15 TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 40 FEET AND AN ARC OF 57.19 FEET; THENCE N 0 °13'34' E $ 4.11 FEET TO THE NORTH LINE OF SAID TRACT 31; THENCE N 80 37'30" W, ALONG THE NORTH LINE OF SAID TRACT, 110.00 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS; THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS DIVISION NO. 2, ADDITION TO TBE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING CD COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT A POINT OF THE WEST LINE OE SAID TRACTS AND THE EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET CD FROM TBE NORTHWEST CORNER OF SAID TRACT 31; THENCE 5 88 ° 38'14" E 143,49 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15 FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14" 14 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST MARGIN OF 47TH AVE. SOUTH; THENCE N 0 °13'34" 8 40.01 FEET TO THE POINT OF BEGINNING. . CI ln /q,' l ;1, 3 T N LI I. — —. ',a .. I1 te PARCEL C • • 14 . 2 an a C: N R• Cs E T F_ K• K. LI K. V 6 '.' I N THAT PORTION OF TRACT 31, MERRICK'S ACRE TRACTS DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 31 LYING S 88 ° 37'30" E 214.00 FEET FROM THE NORTHWEST CORNER THEREOF; THENCE S 0 ° 13'34" W 64.11 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIAL BEARING OF N 37 ° 05'30" E, A RADIUS OF 40 FEET AND AN ARC OF 37.89; THENCE 9 88 ° 38'14" E 80.37 FEET TO TOE EAST LINE OF SAID TRACT 31; THENCE N 0 ° 15'47' E, ALONG SAID EAST LINE, 96.56 FEET TO THE NORTH LINE OF SAID TRACT 31; THENCE N 88 ° 37'30 ", W 96.44 FEET TO TEE POINT OF BEGINNING. TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND UTILITIES AS SHOWN UPON THE FLAT HAP, SAID PRIVATE ROAD SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS OF THE PARCELS RAVING LEGAL ACCESS THEREFROM AND THEIR HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS; THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING P- COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; CD BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE N EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S CD 88 ° 38'14" E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A CD CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15 CD FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14" W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST MARGIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13'34" E 40.01 FEET TO THE POINT OF BEGINNING. 1• p W E L PARCEL D • A l 2.a ¶ :CNP'OE T ER :BUR V E Y 1 14 15 THAT PORTION OF TRACTS 30 AHD 31, MERRICK'S ACRE TRACTS DIVISION N0. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT A POINT ON THE EAST LINE OF SAID TRACT 31 S 0 ° 15 1 47" W 96.56 FEET FROM THE NORTHEAST CORNER OF SAID TRACT 31; THENCE CONTINUING, S 0 °15 N, ALONG TEE EAST LINE OF SAID TRACTS, 96.56 FEET TO THE SOUTH LINE OF THE NORTH HALF OF TRACT 30) THENCE N 8 ° 38'57" W, ALONG SAID SOUTH LINE, 96.31 FEET; THENCE N 0°13'34' E 65.06 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIAL BEARING OF S 36 ° 38'19' 2, A RADIUS OF 40 FEET AND AN ARC OF 36.30 loot) THENCE S 88 ° 38'14" E 80.37 FEET TO THE POINT OF BEGINNING. TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD SHALL BE MAINTAINED, REPAIRED, ANDiOR REBUILT BY THE OWNERS OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS; TBAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS DIVISION NO. 2, ADDITION TO TEE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND TBE CD EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET 2ROM THE NORTHWEST CORNER OF SAID TRACT 31) THENCE S 88 ° 38'14" E 143.49 FEET TO A POINT OF CURVATURE) THENCE ON A CD CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15 CD FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE c`+ RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A ON POINT OF REVERSE CURVATURE) THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14" W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST MARLIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13 , 34" L 40.01 FEET TO THE POINT OF BEGINNING. 9e 1, 0 ►+ U G —? c s . — 'i• ;2 W R LI 7 M O H M O M T C P 3 U F V E ',' 1 .+ G F � �•• rC :_ ••■ ..... ot . — •• a r . R. .t. P, r. ....s . t... n •• .. •• • ..... i A PARCEL F - AFTER DEDICATIONS • e THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 116.63 FEET FROM THE NORTHWEST CORNER OF SAID TRACT 31) THENCE CONTINUING S 0 °13'34" W, ALONG SAID MARGIN 76.62 FEET TO THE SOUTH LINE OF THE NORTH HALF OF SAID TRACT 30) THENCE S 88 ° 38.57" E, ALONG THE SOUTH LINE OF SAID NORTH HALF, 10.00 FEET TO THE EAST LINE OF THE WEST 10.00 FEET OF SAID TRACT 30 AND THE TRUE POINT OF BEGINNING] THENCE CONTINUING S 88 ° 38'57" E 94.00 FEET; THENCE N 093'34' E 76.60 FEET) TRENCE N 88 ° 39'14' W 60.50 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO TEE LEFT WITH A RADIUS OF 25 FEET AND AN ARC OF 39.77 FEET TO THE EAST LINE OF THE SAID WEST 10; THENCE S 00 13'34" E 50.93 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND UTILITIES AS SHOWN UPON THE FLAT MAP, SAID PRIVATE ROAD SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS; r CD THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS cv DIVISION HO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN RING CD COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS; CD BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE „ EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET = J, FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S 88 ° 30'14" B 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15 FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A POINT or REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.157 THENCE N 88 °38'14" H 142.70 FEET TO TEE WEST LINE OF SAID TRACTS AND THE EAST MARCYN 01! 47TH AVE. SOUTH; THENCE N 0 13'34" E 40.01 FEET TO THE POINT OF BEGINNING. � '4 •s ' n N 5x227'30' W ,xrl.In•.ti. CD tV 0 CD c4 0'• " OM , Q r Ph ...t i / 279.95 20' z rot 20' p ' So, Victor St. 3 98'27'26' t rnd pooh In /fly rim S3 4H 4/23/02 \vwo. 5'doln1W' 104.00 Parcel 7,966 g4 Land Surveyor's C.rttfxate This short plat correctly represents a survey Made by M or under ny drectton h conlornance with the require wits or appropriate gists and county statute A 1 e• 5511'45' L - 35 W 10' 104.00 SOUTH UNE or TIE NORTH 11Atl or TRACT 30 32 9' wood Was 2 W c.ntnlh. Sea 3 -23=4 S 5917'3O' E 110.00 Parcel 9 7,525',4 ft • 25.00 L L . 20.1'y \/ �. 39.40 1 1 pp A0 � Q,4 F'R1Vl1iE ROAD roR NORESS, EGRESS AND S .ate 58'35'14: E UTIUTIES (� • ...___. .. 190.00 31 85.30 _ L04,00 )6V 35570 - 1 er meter r Parcel r 1 7,961 s4 ft.W A • 01'05'12' L : 20.15 R • 25.00 L • 39,77 E. Parcel E s 7,941 g4 ft.• •�• 110.00 S 9919'57' E 30 C.rtilicate No) � Short Mot Hn.'44.5 �:e2 . • • � S ;; 1011 k, Dona. 4/2J/42 111) ate h h Dona oat* 43/02 95.44' Parcel C 94049 eq. ft. Z A 6eo4Ghn1 Remit mil be fbgd,i -1" but tdi an 411,5 3 98'35_14' E `11.13' 90.37 •5' 27,5' 3'' Parcel D 9,049 ■4 ft jr-SE Gt_ wE AU3 1 4 1992 COMMUNITY DEVELOPMENT Hop on rile In Vault Dire ctiw. -- N. • i'•50' Scale, w If) z Pap._ __o ►_.. -(�., • ' 1 4 i A • , .........,•.. -- • --�. v • \ �.. •r STATE OF WASHINGTON cV County of King w DECLARATION: Name. Name Name. SIGNATURES In witnes whereof we have se 1 ur hands and seals, Name. ti ' � � �I A. - Name• aft Know all men by these presents that we, the undersigned, owner(s) in fee simple and /or contract purchaser(s) of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided In any manner within a period of five years, from dateof record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same Is made with the free consent and in accordance with the desire of the owner(s). Name. Name. Name. o On this day personally appeared before me i to me known to be the individual described in and who executed the v, n and foregoing In- strument, and acknowledge that signed the same as free and voluntary act and • deed, for the uses and purposes therein mentioned. GIVEN under my hapi 6 seal thls_:_1 day of // / , 19 9 i V. Notary Public in at)d for tpe State of Washington, 1 _ " residing at STATE OP W A S County of King . ��..u. A . .... . ,r On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing in- strument, and acknowledge that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of ,19_. Notary Public In and for the State of Washington, residing at Short Plat Number Page /4 of // 1 Name: Name: ■. CV 1 192- adv./ rL OCt3.3 ( AFFIDAVIT OF OWNERSHI ?( DECLARATION: Know all men by these presents that we, the undersigned, owner(s) in fee simple and /or contract purchaser(s) of the land herein described do hereby make an application for a boundary line ad- justment /lot consolidation thereof. The undersigned further declare that the a ttached map Is the graphic representation of said boundary line adjustment /lot consolidation and the same Is made with the free consent and in accordance with the desire of the owner(s). In witness whereof we have set our hands and seals. Name: , , C � . ■ ame: Name: Name: Name' Name: STATE OF WASHINGION County of King On this day personally appeared before me t.L1 �►.c - Gf • �`.,�� •�.� to me known to be the individual d bed in and who executed the wititfn and foregoing in- strument, and acknowledge that signed the same as Q— free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hapdwtM'offjdal seal this / day of R O _ I worsmr .\ STATE OF WAS • •• County of King rr � rr �„� ►�`` Notary Public In residing at ,19 Zi-•- d for the State of Washington, .. On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing in- strument, and acknowledge that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and offidal seal this day of ,19 Notary Public in and for the State of Washington, residing at Page 1/ of 1/ ..a ■ -. ,1 ...r ...a ow .. • NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. IM i Li GLL -kC? p \I V011..... Ca t l c, 6° 9-`' , 4k 24- i ,k 1 5 ..4q 2o t,i 4° 5° •44 2D G3 iv 1 E') . iO G? ( 02 s° .49 1 S Coi 1 c' 5" S ° . 4`) 25 Sc.0c 5'6 0 49 Cot i 0 G-a � 9 49 CAA CD ° AV AS 2..0 C31 � z t' c Al 1 r Collo 5° s `' d.ier 25 CITY OrL.TUKWILA • Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE. H -15 ACTIVITY #: 1. HEAT SOURCE: (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) TOTAL GLAZING AREA 252 ENRGYCOD.DOC 2/13/97 S.F. . TOTAL CONDITIONED FLOOR AREA 1 9 5 9 BO TOTAL GLAZING AREA 44 (add entire column) S.F. x 100 = PROPOSED GLAZING PERCENTAGE The proposed glazing percentage must be less than or equal to the glazing percentage listed under the prescriptive option that is selected. 252 ENRGYCOD.DOC 2/13/97 CILPTER 6, PRESCRIPTIVE O1: SONS 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 ax: % of floor U-value 2 .. Door :U= value: (R- value) Ce lings: >withattics vaulted Walls: above'grade below 'grade interior. FOR exterior. Floor Slab.on grade HEAT SOURCE: OTHER (gas, oil, propane, heat pumps) OPTI 0 OPT II 0 >_.78 •12 %: 0.65 0.40 (R -2.5) R -30 R -30 R -15 R -15 R -1.0 R -19 R -10 OPTIII OPT IV w > .88 • .. >.78 21% :.:.0.65 0.40 (R -2.5) R -30 R -30 R -1g R -19 R -10 R -19 R -10 OPT V 0 > .74 21% 0.60 0.40 (R -2.5) R -1 R =19 R -1.0 R -19 R -10 OPT VI* OPT VII* O -O 0.40 (R -2.5) >_ .78 30% 0.45.." 0.40 (R -2.5) R -10 R -25 R -10 * < 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: ❑ Exhaust ventilation sha I 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 lO tS „„ E. fcj BATHROOM FAN 50 CFM t■ C'00 BATHROOM FAN 50 CFM 11 6 50 CFM -A.1 f3C] LAUNDRY FAN 50 CFM 1l 8 CD ❑ WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) (CHOOSE ONE) 0 80 CFM (3 BEDROOMS) 0 100 CFM (4 BEDROOMS) N F c ❑ `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. Pi Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed ® Whole house fan wiring O Whole house fan shall WtAkQ (--1-1._( -( Sone rating (< 1.5 if ceiling) /labeled "for Continuous use.” for control routed to central location. 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 O( TUKWILA Permit Center 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. City of Tukwila Department of Public Works TO: FROM: DATE: v ' SUBJECT: Permit Center NOTIFICATION OF UTILITY PERMIT ACTION Public Works Engineering August 1g, 1997 McCammant Homes - Lot F 4713 South 104th Place Permit No.: D97 -0131 Contact Person: Brian McCammant Phone: (206) 862 -8928 Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST 13,1997: JJS /sal Curb Cut/Access /Sidewalk Sanitary Side Sewer Storm Drainage Water Meter (one 3/4" permanent meter) 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) 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 - 0179 • Fax (206) 431-3665 •n•a-Nfl( a.* n4—' Aunt • REVISION SUBMITTAL DATE: 1 k ' 4 1 - 7 • PLAN CHECK/PERMIT NUMBER: 9t1 1 3 PROJECT NAME: MO- C,,APWAIT r PROJECT ADDRESS: 141 f ✓ 5 c / , O CONTACT PERSON:"EY2toi/J d4 a.CAI► `E6 . 89 a REVISION SUMMARY: rg" SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Bldg; C CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Planning Fire Nast, E,T o NYTO RECEIVED CITY OF TUKWILA J U L // jj1 11997 PERT Y USE ONLY Public Works 3/19/96 ' ' • • • . . ; . • . . ; „ , . • .; • ••,(:)•.. TO: FIRE DEPT. Nick Olivas PW PERMITS Joanna Spencer FROM: PUBLIC WORKS DEPT. Pat Brodin DATE: June 18, 1997 3 5/ 9 6 1 Pi SUBJECT: Water Availability for MeCammant Homes @ 4710 S. 104th Pl. 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: • .. . • ; • ; MEMORANDUM 1228 gpm available at 20 psi residual Calculations and modeling results are attached. CAMSOFFICEMINWORD\firememIdoc Determining Fire Flow at 20 psi residual 1 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%(01^0.54 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 34 1037 201 1228 ••••• ,'".• • .!‘ ,•,• • .• ,..• • ... • •..•. • .. .••. • ••••••.• ..,• ..i.•„ : • 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 51st 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 • PRV STATION 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 psi 90 gpm 34 psi 30 psi 110 00 110 8: g 120 536 gpm 130 234 gpm 140 2218 gpm 150 5000 gpm 160 5000 gpm 170 2293 gpm 180 537 gpm psi 1 psi 30 psi 30 psi 30 psi 30 psi 30 psi 30 psi 130 psi 37 psi 32 psi 32 psi 34 psi 30 psi 30 psi 30 psi 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 Highline water district intertie Water district 75 intertie Water district #75 intertie 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 June 6, 1997 Mr. Brian McCammant 6415 West Tapps Highway Bonney Lake, Washington 98390 Dear Mr. McCammant: Sincerely, Q CIZ 'e 5n Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0131 City of Tukwila Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0131 McCammant Homes 4713 S 104 P1 (Lot F) John W. Rants, Mayor 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 Public Works Department. At this time the Building Division, 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax: (206) 4313665 DATE: PROJECT NAME: McCammant Homes - Lot F PLAN CHECK NO.:D97 -0131 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. PUBLIC WORKS DEPARTMENT COMMENTS May 19, 1997 1) Show the existing ten foot (10') drainage easement on the west side of the property John W Rants, Mayor Ross A. Eamst, P. E., Director 2) Per King County Surface Water Manual, Table 4.3.2.A, "Easement Width and Building Setback Lines," 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. The fifteen foot (15') drainage easement for the thirty-six (36 ") diameter storm drainage pipe that lies on the south side of the property must be shown on the site plan. Please revise your site plan and location of the proposed house 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. has iOeen subap K tie 1. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax: (206) 4313665 TABLE 4.3.2A EASEMENT WIDTHS AND BUILDING SETBACK LINES For Pipes: Inside Diameter (D) Easement Width BSBL (From Easement) 1D s 18" 18" < IDs 36" 36" < IDs 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 'htR.,W! FIYxR•x1FSi•:.'+.' +.1nM r>'m,�+.a1L. KING COUNTY, W -° SURFACE WA I-ER 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. 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 (T 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: O = CI where: QR • peak flow (cfs) for a storm of peak rainfall intensity "I of a given return frequency (R) C = estimated runoff coefficient (ratio of rainfall that becomes runoff) I = peak rainfall intensity (inches /hour) for a given return frequency (R) A = drainage subbasin area (acres) 4.3.3 -1 11/92 Fire Department Review Control #D97 -0131 (511) Re: McCammant Homes- Lot F - 4713 South 104th Place Dear Sir: City of Tukwila Fire Department May 21, 1997 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 i s 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 John W Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .575-4404 • Fax (206) 575.4439 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Yours truly, C C: • City of Tukwila Fire Department travel distance from the nearest hydrant exceeds 250 feet. 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. The Tukwila Fire Prevention Bureau TFD ifle ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 ....19. 414x 31,11 C.. I ..w. , •∎∎∎n. . • C City of Tukwila Department of Public Works Ross A. Earnst, P. E., Director PUBLIC WORKS DEPARTMENT COMMENTS DATE: April 21, 1997 PROJECT NAME: McCammant Homes - Lot F PLAN CHECK NO.:D97 -0131 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. 3) Show dimensions of driveway. 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. 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. 1'' John W Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 AvC�[ itfew�u�n�ci' a% �. raPx ::ktY_ *anre.���rste��xwm�+..,,� su.e,....,.,.......�� +..w.,....w..«.•w..�•�....... 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 F PLAN CHECK NO.:D97 -0131 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any \ questions regarding the following comments. 1) Show the existing ten foot (10') drainage easement on the west side of the property . 2) Per King County Surface Water Manual, Table 4.3.2.A, "Easement Width and Building Setback Lines," 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. The fifteen foot (15') drainage easement for the thirty-six (36 ") diameter storm drainage pipe that lies on the south side of the property must be shown on the site plan. Please revise your site plan and location of the proposed house 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 p lat and copies of all maintenance agreements associated with the property. O4;- has io e,-) sObrni' (-eo(. c 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 TABLE 4.3.2A EASEMENT WIDTHS AND BUILDING SETBACK LINES For Pipes: Inside Diameter (D) Easement Width BSBL (From Easement) 1D s 18" 18" < ID s 36" 36" < IDs 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 dXX.4z4 , tMIE4ia * k:F.Y7r ..,r.www.... raw. r.. w.. a�. w.. +»ww. «.a.«.�w...,......,....Y._ _ ....._._..� KING COUNTY, Wc-.- a�rIINGTON, SURFACE WN - Tk -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. 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 (Td 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: OR = CI where: O = peak flow (cfs) for a storm of peak rainfall intensity "I of a given return frequency (R) C = estimated runoff coefficient (ratio of rainfall that becomes runoff) I = peak rainfall intensity (inches /hour) for a given return frequency (R) A = drainage subbasin area (acres) 4.3.3 -1 11/92 OWNER: ' dzS/, M, Lx' r..\ CG.• 4:.=' A r rN r4■riw; u' r zk vAo , A,7,i,Y:er+;'adr,asvp.o vA a,ulNtlw.re xv,waTvvr o.tv;e,riQ' Y. 7C:A ltt kl46Xhr, R 'W.K !ASS'Cf:7.kee , tttIPt. tsksrA 3Cs ?..VsHrt?Us.t,,'"P . }' C City of Tukwila Department of Public Works UNDERGROUNDING AGREEMENT WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING t17i3 f h �— u /atJi 44 `` The proposed development at: 44,6( ?� :. /�J / ? . l /k. F \ 0 7 (street address) Pa /– 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. wner (Signature) ?- ,72 C / 1/9,v Owner (Print Name) /676, ci/ 5/ fi 4vlo s Street Address Page 1 of 2 Date Phone /9 -97 7 .q3-- / 720" John W. Rants, Mayor Ross A. Eamst, P. E, Director /V 7 ?* City, State, Zip (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 -7 oy, 0 \VAPA fr to be known to be the individual described in and who executed the within and foiegoing instrument, and acknowledged that -Irve signed the same as h Q v— free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal this C1 day of \INA , 19 O■'') NOTARY PUBLIC TO AND FOR THE STATE OF WASHINGTON, RESIDING AT: i rq) Qc? May 13, 1997 John W. Rants, Mayor Department of Community Development Steve Lancaster Director Mr. Brian McCammant 6415 West Tapps Highway Bonney Lake, Washington 98390 Dear Mr. McCammant: SUBJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D97 -0131 McCammant Homes 4713 S 104 PI (Lot F) 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, ---friekceig_yeatt50- Kelcie J. Peterson Permit Coordinator File: D97 -0131 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 SUBMITTED TO: Bldg. CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 "Cloud" or highlight all areas of revisions and date revisions. Planning, Fire: . REVISION SUBMITTAL DATE: 5- -/' 97 PLAN CHECK/PERMIT NUMBER: J0g7J0/3' PROJECT NAME: OCC--CtMOICV) 4 1•OrreS PROJECT ADDRESS: y7 61/ s s 10 P1 " 1-o f CONTACT PERSON: ff'!n rn CCOJJ'iiMC1i"L F PHONE: REVISION SUMMARY: ,(/I 510 Plc SHEET NUMBER(S) CITY RECEIVED MAY 1997 PERMIT CENTER (h }ere ikeir CITY USE ONLY Public: Works 3/19/96 • uuw. �+. a. r.. r... �. arwmnrNCnr.rr.rrKa+Rrtn+uvr�.nwr May 5, 1997 Dear Mr. McCammant: City of Tukwila Department of Community Development Steve Lancaster, Director Mr. Brian McCammant McCammant Homes 6415 West Tapps Highway Bonney Lake, Washington 98390 SUBJECT: Development Permit Application Number D97 -0131 NOTICE OF INCOMPLETE APPLICATION McCammant Homes Inc. 47 Av S & S 104 P1 - Lot F John W Rants, Mayor 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 -0131 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 .......,.. ....................., '41.1,:na Loa DATE: City of Tukwila Department of Public Works PUBLIC WORKS DEPARTMENT COMMENTS April 21, 1997 PROJECT NAME: McCammant Homes - Lot F PLAN CHECK NO.:D97 -0131 1) Building site plans and utility plans are to be combined. 3) Show dimensions of driveway. John W. Rants, Mayor Ross A. Earnst, P. E., Director 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. 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. 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 (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 law 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) KING COUNTY Resi dential Sewer Use Certification Owner's Name ` Tefri y C �� •:J, ,(Cast, Fir t, Mi dle India Property Tax 1.D. Number 54 (ay ©- I 07 Property Legal Address: Subdivision Name Subdiv. # Lot # F Building Name (if applicable) Property Street Address City, State, Zip Owner's Mailing Address (If different from above) Please check appropriate box: Si Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4-Plex (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 Block # Owner's Phone Number (2' C ) 2 2 2 / 70 8 Property Contact Phone Number ( ) Party to be Billed -e l ( (�� °•� C (If different from ow r) Party's Mailing Address (if different from above) City or Sewer District Date of Connection: Side Sewer Permit # x 0.64 = x 1.0 = For King ;County"u CCOUflt #:. . l onttilyt Ra ";.. Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 Dc11 -013( 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 Date 1' / ' -- Y, Print Name of Owner /Representative C _Cc.. �. 4 +t ,.41 •�. r..C:, ", 'vex .772 , !;. . • . . . . . . . . . . . 1..'■ ;■•• ..,:t ..:. 4 s :\.ti ..:. ..,','..., , .. . .. . . . . . . .. . 1,1.b. .• .. . . • • . . • . . . . . . • . • — . . . . . .. . . . . . . . ..• ! • T." : ' • • • • . "•:* • •..‘,••:. • -•; RECEIVED CITY OF TUKWILA APR 16 1997 PERMIT CENTER • . . THIS CERTIFIES • • ••• • • . Ln• k • .6 • littalliaa=MINM • .‘• • OCifIES - P.4000 HWY • , ; W A clegib90 • . • : • . • : • : • : •-"'•••:••• 4 TO DISPLAY CERTIFICATE L.-DETACH TO DISPLAY CERTIFICATE....i • • ..- , DEPARTMENT OF LABOR AND INDUSTRIES THAT THE PERSON.NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A .. STATE OF WASHINGTON RECEIVED CITY OF TUKWILA APR 1 6 1997. • PERMIT CENTER F625. i ►' REG ST E- �., .CONST .0 .. rpl:l�:' REGI•STRAT ION`' ''NfUDIB3 ��:. . Q ; �PAD�Y C D.11/1 . •�.9 8; •• 1' 19.9 '° ' CTIV / . • •r • l r�1 �1:, Y��(t�:�!.:i }� ?i, �' .�.. ... , �; ll� '} • � X17 �!"ii • f ji, Ji:. '�ii.tr':;Ss":�� .�• L ..,; . " I.f 1 •.ti `•� }.H•1. �'r1 l ; ••!, .; P�;DD & •: D, .DDY � CONSTRUCTION ON • , ii, a..,•f.; tt ` i t41{ 1 ., i R 1 E' ; DATE. � ;: 11. oi• ' ' 1 ' NFL„ 1 - 0 I 21 • FILE COPY understand that the Plan Check approvals r are subject to errors and am s - plans does not authors r rk)? of any adopted code or ordind of con tractor'scopyofap� acknowledged. Date —7 Permit No. —•s- -- r vY S SEPARATE PERMIT REQUIRED FOR: MECHANICAL ELECTRICAL PLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION \ 2' 6fr'ti • 5- 3143 !^'sit.; , ?a._ Ctr 0. : t �-S ' ...-. 't -J -..41C. s tt� CE ! 2 t>+,L.....w"7...... ' � - ut- ,�� !� 3.5-7 Imi�� a ,._. '',4:) 3 \i';.. a 8 a �3� 8a�?/ 4 t ,�e G F:F t =c 7 are 2 °' 'I ;,, "'. >.3a 4e.t• ;.;c -S • T rGI_, 5 F r of • GTr�: -i u`f•. 'i tea �,'? -!-�; ` —?. -- -- -- - - .. v CJ RECEIVED CRY OF NKWILA JUL 1.1 1297 PERMIT CENTER E - E 1 !I: I/ N4 4.1 ON ON ON IMahlri4F4AZT4T4XXN ggggg ggggg fa.. R re. 0 i I I 11"111111111:111:::::1 11111111111111111111111111111111111 NININIIIIRMINI Niiiiifil :21eP iniWirlinial WOW!!!!irg WIWIWO .6 -. 7 .- le P IF 11111 111 A§.V6tS 3 ON . 10 1 Ut 33 3 R ZEb 4 LET; rx, w.. r.; 1) 9 ti o = 1 A 7-> (3• 00 , c1 , 0 CITY JUL 1 1997 PERMIT CENTER Yrk3,' SSMN f°I I 161.83 IE 150.72 (D ") IE ISO0.42 CEx.IV PLAT ROAD bROEILE SCALE Rr -30' V:r - SEE SCHEMATIC FOR UTILITY LOCATIONS S S M of w l _ ` f NEW MAILBOX LOCA'ION 40' EX. IS' CVO 6_SSS EXIST. 5 CHAN – LINK FENCE WM 1 EX. CB –10' TO BE DEDICATED TO TFE CITY OF TUKWLA END ROLLED CURB SW W/ EXIST. L ROLLED ROUSE TO BE CURB REMOVED 10' DRAINAGE EASEMENT 6' WOOD FENCE — 5 86 37 30YE 310.44 _Eaclst wATee tnAlN,� S 88 38" 14 E 15' DRAINAGE EASEMENT DID 5' CONC. OW 5' CONC. SWI1/ ,c9Q'\ ROLI7 S88 38' ST 310.3; i NEW SS STUB, 1YP HEW W.M., TAP EXIST 4;M. �., \ sIhGLE SENILE. 10" DRANAGE EASEMENT NC.E COt. SECT NEW B" MAIN To EXIST. I2" MAIN W/ IZ B" TEE PER_ GI rf OF TUKWILA STANDAWS. ESIST. HOUSE L 7 -Q 13( SCALE: r - 30' 0 5 5 30 60 ELEVATION DATUM PER EXGTNG SAMTARY S'H'YER -METRO- PLAN N0. 77-240. LD 6661 LEGEND di EX. Motul3fr NEW MCNLFBJT t� EX UTIJOY POLE cyfri EX. RATER METER E STOP SIGN re. 'PRIVATE s I Ntt I SIGN ' MO PARKNG E 4 I!) MST. SAN. SEWER O EXIST. CB a EXIST. 58 TO BE REMOVED +FR PEW ERE HYDRANT •SSI•N SANTARY SEWER 0 PRO1O5E,D LIT I L I 1 LOCATI -' CH EMI I 1O , S SMLI 4 1 CCLSTON `'1AYElC PVAWWUKE P NOTE EXISTING UTILITIES SHOWN ;SASES OH WesT AVAILABLE INFORMATION. ,.:ONTEA. GTO1. IA RESPONSIBLE. FFg L0.'A ALL EXIAO!No, II IL."fl PIUOS. 601-4s WATER- RE- PIPING To $P. CO - oEp': ED WITH CRESTON WATER. AS54JATIcsN. a 75 Ex166t f4LlLARROA PATER LINE ACLE59 'strrtoN' CGS —JTEN W/+.121 PRES4ISCE. 0oz (14l., NEW PDWEE. RO E- ,A.6Lt- WW1 9,6 Ifs- 50 I aC EXISTING f5Cni--ffi'D UTILITY LOCATION SCHEMATIC F ROAD NOTE: CONTRACTOR SHALL VERIFY ALL SANTARY SEWER 4 vArBT_ LOCATIONS PRIOR TO CONSTRUCTION. NOTE SANITARYSEWEE INSTALLATION SHALL CONFORM To CM Tux.WILA. PUBLIC WORKS °. CONSTRUCTION AMID SEVELOPM s WATER SANITARY SEWER PLAN AND PROFILES NEW LOCA • r 2L 7 16 I A S3 ex isr Y swrs„.._.. r 6' EXIST. 5' CHAIN x LINK Y ' ® X 10' TO BE DEDICATED TO THE CITY OF TUKWLA WOOD FENCE S 88 37' 30" E 310.44 I AO I / N05N39� 01111 1 9r -n3►] I.cf O, R/W 46 47th AVE. SOUTH 1°; _ EX. E.f 1V � 00 13'34' E 1.:Jdb _ga-T a b e m Y © �I� zo• DZNE0OY LOCATION, TYF // u n OF KW1 siD. S, W /ROLLS• /4U END 5' CONC. SW alva Z6 'Z(9 1111 .. • .• ** �oDp • g li;S 78/'3/97 DATE: �7/�9L -- I RP RAP HEADWALL. TYP. / E D CURB ,ry)_ END ROLLED SCALE: r - 30' 0 5 5 30 60 \ ,1 ■►. _ ►. i O m M d OZ i WIETI 0-- - ap 'IIIIIIWr -_- O �' - - - -fi-- S 88 38' 14" E 9- - H -0 CBr6 0 LF 12 ■�7� INLETx2_ -- F L \ £ /� 90.00 NEUg'S5 '� . _ a -7' O N PVC m - [� r 6" ADS. TYP. �' ELEVATION DATUM PER EXISTWG SANITARY SEWER - METRO- PLAN N0. 77 -240. LC) 6661. w q n0 LEGEND \ a o o \ o c (- , j o WTI' D 76 /Z /A$ , 03AONd.V ° _ =8 LF - 6' CB.7 - _ 5' CONC. SW YU ^e �\ \� a o " - C 6 SS : 77 LF -12" CLIP END C• SW W/ EXIST.7 ROLLED HOUSE CURB TO BE -10' DRAINAGE REMOVED EASEMENT �T ROLL � C 1 1( 1 O y _ • _ _ I Z r EX. MONUMENT NEW MONUMENT O EX. UTILITY POLE ❑ EX. WATER ME TEP. 160 e- STOP SIGN PRIVATE STREET DON W NO PARKNG' SIGN Q EXIST. SAN. SEWER HOUSE EXIST. DITCH - T - \ _ \ \` RA HEADWALL. TYP U.Nrr 8 OE - 900 19011 u_I a I C{ 12 I © E - 161.5± SEE DETA IL SHT 3/4,'3' ��� 10 LF - 36' ChIP W 50LF- ITC`7P o 0.09 \ \ 6 p0 CB4 ca it) CMP !CB+�2 O CB3 73 LF -6'PVC I5 ' DRAINAGE S 88 38' 57 E 310.31 EASEMENT LID. DRAINAGE E- 157.0! .. \ oorrer bua bu o insuol . EASEMENT ❑ EXIST. CB a m EXIST. CB TO BE REMOVED 70 LF - p' C NOTE oO., AVENUE EVERE T 'WASHIN TON - -- LOCATIONS OF UTILITIES ARE APPROxIHATE.CONTKACTOk #`�+ NEW FIRE HYDRANT 50 h+o GNALL \IMwP! - ,CATION` PKIO12. TOCONGTR3JC IOH. 47th AVE. SOUTH PROFLE CB $1 OUT) °o BC CB I I ' ' C'1"=== TYPE I H: SCALE - 30' GE • 5550, E - I ,- V:r - 5' E -I 0 EX. CB ' o 0 o GE -152.9 E - 60.9 (N) E - 148.6 (E) E - 1475 64) Inn '0°1 '11111II111111111 180 ,,,, o v N 24' £5191 8,191 9919E I I v vry 80' VC 991 JVS{ .N3W3AV, , Z'69I N L� 3 180 a; PAVB4 L d]7 09'90 f rr rr rii 1 I�Ir =�If111 40' VC 2+10 CTR. CUL z Q N N o 2J MJR Z9'9L•0 �1 H AnOI N JOHNSON PIGGYBACK SHORT PLAT L92 -0032 & 0033 CITY OF TUKWILA r t0 N / Z9'90.) Z9'99.0 9'9P1 n0 3VC WEST IL 1 11 -. - -- I JA 09.0 1' 191 IA. 01.0 EXISTWG GRADE r �� 170 .24 LOT / / // V 8 160 b P. o L---- 0Z+0 - h HI.0 77 LF 12' VP • 0.013 / �J / 4'. .4. E1 . NAT sI G # 171.5 160 __ ' • • 0.02 _1111111111111111 �� / 6 pNG o • E 168.3 160 0 S 0 c �� OZ•0 4£• / --- / C C D25t � ° E - 168.`t b Q �� _ CB r2 . -cns CB • °_ E - 5 8. 0 2 (8 w E- �s.o2 w E- L8.0 02' OUT) • l. -LF Yy WLET INLET •2 / 150 TYPE n. S4 DIA.W/ RESTRICTOR GE - 158.3 - OE - 157.43 E- 157.5(6'IN) L E- 157.012'w E - 153.83. (12' OUT. 36" w GE -163.9 E•16L CB *6. TYP MIFi7 00 LF 36' CMP • O.ODS GE - I 1.0 - � 150 E • 160.9(6' P) 50 2(11_F- o 0.01 TYPE I E - 15 55 (8" W) E • 15 .00 (12") CB e2 - _ STA. 0 +34 PROFLE SCALE H: r • 30' CB •3 v: r - 5' PROJECT .NO. - 0 ... GE . 158.3s OE -67.43 IE -1 E- ISS(6'w E- G :.83U2'OUC W/ RESTPoCTOF U2 "w TYPE DIA 10 .< i i PLAT ROAD SCALE ' ,FILE GE 164.0= O o E- I57.5(6'STUBW) o E- L58.2(6'IN) E - 54.44(36'OUT) SHEET NO. 2 OF CB eL TYPE I DETENTION PPE PROFLE E 15363 ° - R OAD AND DRAINAGE PLAN &PROFILES H: - 3o' V: 1 5' o N o 0 o o o SCALE - H: I' - 30' o° V: I' - 5' N EMI I Ni TES: 1. SHEAR. GATE SHALL BE A. SHEAR BAPS. CAST IRON BODY AND GATE, OLYMMPIC FDY. STD. OR EQUAL OR B. SHEAR GATE ALUMINUM OR CAST IRON, DRAINAGE SPECIALTIES (SAVANNAH, GA) STD. OR EQUAL. 2. GATE SHALL BE 8" DIAM. UNLESS OTHERWISE SPECIFIED 9. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING 'THROUGH FLANGEL WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD, AS SPECIFIED BY MFR. WITH HANDLE EX ^ENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCH FASTENED TO FRAME OR UPPER HANDHOLD. PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED RESTRICTOR ELBOW DETAIL NTS c 0/31 LOCKING LID OE:157.43 FROP -T SHEAR GATE REMOVABLE WATERTIGHT COUPLING DR FLANGE GE: 158.31 MAX. 20 LF MIN. SHEAR GATE STORAGE PIPE 2' MAX. TYPE II CATCH BASIN 54: DIA. MIN. NTS FLANGED END 110 LF - 36" CMP 0.005 FT /FT NTS 2' )IA. AIR VENT TYPICAL CLOSED DETENTION PIPE OFFSET FRAME GRATE SO THAT RESTRICTOR /POLLUTION DEVICE IS VISIBLE AT EDGE OF OPENING AND DIRECTLY OVER THE LADDER LOCKING LID MAX. INLET PIPE 1E153.83 S - 0.005 2• MIN. STANDARD GALV. ��o CB LADDER STEPS F 158.2 I•I54.44 GE: 164.01 36" MIN. DIA. CONNECTOR PIPE. TYP. * ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT *I OR BETTER) PLAN VIEW NTS 4INIIIIIINgi NTS 6" ADS OR EQUAL TYPE II CATCH BASIN 48" DIA. CB. TYPE II. 54" SECTION ROUND SOLID LOCKING LID LIFTING ROD TYPICAL FLOW RESTRICTOR POLLUTION CONTROL DEVICE OVERFLOW IE- 157.43 STRAP OVERFLOW TO CB WALL IYP. WATERTIGHT CLEANOUT OUTLET PIPE d S - 0.01 OUTLET ORIFICE *2 (SEE DETAIL) IE- 153.53 RESTRICTOR PLATE APPROPRIATELY SIZED ORIFICE CUT M PLATE. MACHINE DRILLED. SHARP EDGED ORFICE. 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 KEY WITH 6 - x3/8" DIA. STEEL ROD. N.T.S. 12" I9' MAILBOX STANDARD DETAIL SEE DWG rig POST GIVING FIRM SUPPORT BUT NOT TO EXCEED I I/2" DIA. IRON PIPE OR 4" x 4" WOODEN POST. 4 1111; /; SET IN CONCRETE Iu =O1 III = III = III= 111=111,11= 1- III_ III -III —III— III —nI —I n— ni —IIIII CEMENT CONCRETE CURB 8, GUTTER. SEE DETAIL SECTION B -B. PLAT ROAD NTS ID 4Y+IYSt III -11= �•� "'r"�' III =III II BI5III- -HI_I III- III = III = 11-111,- III -"' CEMENT CONCRETE SIDEWALK 3" COMPACTED DEPTH CLASS B ASPHALT 4" COMPACT DEPTH CRUSHED SURFACING I2 MIN. CLASS B BANK RUN GRAVEL I/4" EDGED GROOVE CEMENT CONCRETE 10' SIDEWALK j 0.02 FT /FT O. ,2 FT /F T tn IA 2' 0' I OPTIONAL FOR INTEGRAL POUR (45 ° ) CEMENT CONCRETE ROLLED CURB NTS OUT FALL NTS. HEADWALL DETAIL_ ' 6 ' 4'X4' POST STANDARD OR SETTER BACKFILL AREA TO RE COMPACT TO 90 -95% OF ORIGINAL GROUND SIGN INSTALLATION NTS III_ „I _II - SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES EDGE OF PAVEMENT 3 1/2'X12' FLEXIBLE GALVANIZED METAL CLEAT. NAIL TO TWO SIDES OF POST WITH 16* GALVANIZED NAIL 3 4