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HomeMy WebLinkAboutPermit D04-015 - DOAK HOMES - LOT 9 NEW SINGLE FAMILY RESIDENCEDOAK HOMES, LOT 9 12218 45 AV S D04 -015 • • • • Z a.Wi 0 0 ; co o to W W = J ~ N U. W 0, g J W = co I a mw, . Z 1-0: z t- ill n 0. U N O 1— w H' — O, Z; Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT N Number: 0 Z tr j Parcel No.: 0179000710 Permit Number D04 -015 W W Address: 12218 45 AV S TUKW Issue Date: 05/18/2004 D Suite No: Permit Expires On: 03/16/2005 N Start Time: End Time: Land Altering: w Tenant: w ? Name: DOAK HOMES, INC. -LOT 9 �. Address: 12218 45 AV S, TUKWILA WA w Owner: N f Name: DOAK HOMES, INC. Phone: 206 372 -2280 U. Q Address: 11812 26 AV SW, BURIEN, WA rn d j. w Contact Person: Z Name: DARRYL DOAK Phone: 206 372 -2280 0 Address: 11812 26 AV SW, BURIEN WA w H I Contractor: Y Name: DOAK HOMES INC. Phone: 206 246 -6587 0 Address: 11917 4TH AVENUE S.W., SEATTLE, WA — Contractor License No: DOAKHI *092NZ Expiration Date: 08/08/2005 v LL D DESCRIPTION OF WORK: Z CONSTRUCTION OF A NEW 1699 S.F. SINGLE FAMILY RESIDENCE WITH ATTACHED 416 S.F. GARAGE v PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION WITH _. ~, OVERFLOW TO NEW STORM SYSTEM WITHIN 45TH AVE. S., SAN. SIDE SEWER, PERM. WATER METER INC. SERVICE z LINE, DRIVEWAY ACCESS, PAVEMENT MITIGATION, AND UNDERGROUNDING FOR POWER. SEE D04 -014 (LOT 10) FOR EXTENSION OF PUBLIC STORM DRAINAGE SYSTEM. Value of Construction: $167,096.40 Fees Collected: $19,643.31 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 I Flood Control Zone: N ' Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 20 c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: doc: Devperm D04 -015 Printed: 09 -28 -2004 i INS City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i Water Meter: Y i ** Continued Next Page ** z d w� i u� I U O- NO • w= W O'. 4 W _ W H: Z i H O. Z I- W W; D H+ W W -01 ' 111 Z U U •. =t O 1 ! ! i z Q City of Tukwila 1909 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: �9 2ew'fO 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 provisions of any other state or local laws regulating constr on or �e perf ance of work. I am authorized to sign and obtain this development permit. Signature: Date: 9 ~2 , 0 4c / Print Name: �44f1/24'� /�9/lrK_ v 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. t doc: Devperm D04 -015 Printed: 09 -28 -2004 Z �Z' W t u� D J U. UO yO. W = H �L W O' J' U. ¢. CO = W r~ _ Z P �- O: Z �-- U 0, :O N` W W. F=- U' H ti O. ill Z: U - E- _ ` O F Z A City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 0179000710 Permit Number: D04-015 Address: 12218 45 AV S TUKW Issue Date: 05/18/2004 Suite No: Permit Expires On: 11/14/2004 Tenant: Name: DOAK HOMES, INC. - LOT 9 j Address: 12218 45 AV S, TUKWILA WA Owner: Name: DOAK HOMES, INC. Phone: 206 372 -2280 Address: 11812 26 AV SW, BURIEN, WA Contact Person: Name: DARRYL DOAK Phone: 206 372 -2280 Address: 11812 26 AV SW, BURIEN WA i Contractor: Name: DOAK HOMES INC. Phone: 206 246 -6587 Address: 11917 4TH AVENUE S.W., SEATTLE, WA Contractor License No: DOAKHI *092NZ Expiration Date: 08 /08/2005 t DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1699 S.F. SINGLE FAMILY RESIDENCE WITH ATTACHED 416 S.F. GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION WITH OVERFLOW TO NEW STORM SYSTEM WITHIN 45TH AVE. S., SAN. SIDE SEWER, PERM. WATER METER INC. SERVICE LINE, DRIVEWAY ACCESS, PAVEMENT MITIGATION, AND UNDERGROUNDING FOR POWER. SEE D04 -014 (LOT 10) FOR EXTENSION OF PUBLIC STORM DRAINAGE SYSTEM. Value of Construction: $167,096.40 Fees Collected: $19,643.31 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y j Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 20 c,y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: .. Devperm D0 00 ..,r... ... .... .. .::rL bai::�Y �.xs ..Nwa. ia4N �:d" Sf�tvkl. ...:i,Y uiln �" �:^., iir�• a :. "v..�.:•xra „r.k..... ... �.. LLB. i..::..: iw.. i.. r- �u�a. Y' r.iLb'r.'�.t±y.�.:.. Z Z . D JU 00' C0 X, CO)� w U_? � = F— w _ zF_ 0. Z F— w UC3 0 � 0 H' w U F- — �O !11 Z U= Z ti�'wtiu w "1 r City of Tukwila 1906 Water Meter: r� Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Y ** Continued Next Page ** z J U: UO CO c) W= J F N U- W N C9 i �_ Z 1- F- O. z 1- D 0: . O co : i0 H =U LL O' W z H =` :z i �g City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: 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 provisions of any other state or local laws regulating constr ion or a pe rmance of work. I am authorized to sign and obtain this development permit. Signature: Date: / D Print Name: E �).�/�z&Z 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. f 1 i I I I I f i doc: Devperm D04 -015 Printed: 05 -18 -2004 Z '�. w . u� D J U: U O O w� NU wO L L rn �. = CY F w Z� F— O Z F' W UJ �o :0 N; o � W w: F U L O .. Z. W O F-; Z _ < ep r� �.. 19 City of Tukwila face Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z �z Parcel No.: 0179000710 Permit Number D04 -015 - ' W Address: 12218 45 AV S TUKW Status: ISSUED Suite No: Applied Date: 01/20/2004 0 Tenant: DOAK HOMES, INC. - LOT 9 Issue Date: 05/18/2004 C o o CO W J � 1: ** *BUILDING DEPARTMENT CONDITIONS * ** W 0 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. �_J 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be U_ to a inspected by that agency, including all gas piping (296-4722). _ ? f- 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical O work will be inspected by that agency (206 - 835 - 1111). w f- �5 5: All mechanical work shall be under separate permit issued by the City of Tukwila. v 0 co 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any F' construction. These documents are to be maintained and available until final inspection approval is granted. v 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection u. O Z purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. v N 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear O ~ identification showing the fire performance rating thereof. z 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 15: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). doc: Conditions D04 -015 Printed: 09 -28 -2004 City of Tukwila race Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). z 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** W 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and _3 0 completion of work at least 24 hours in advance. CO o 20: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. co W � H co w w O 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 22: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. L L N a = w 23: Any material spilled onto any street shall be cleaned up immediately. f- z O 24: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally w w insured). VO co 25: A bond in the amount of 150% x cost of work within the public right -of -way, made out to the City of Tukwila for O H. possible property damages caused by activities. W 26: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation = w C.) L 0 off -site or into existing drainage facilities. w z U co 27: The site shall have permanent erosion control measures in place as soon as possible after final grading has been = completed and prior to the Final Inspection. z 28: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 50 cubic yards of fil. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 29: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Overflow shall be connected to a new storm drainage system, to be installed within 45th Ave. Sough. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 30: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 31: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12 :00 Noon on Friday preceding any weekend work. 32: Storm drainage system within 45th Ave. South (connected at S. 122nd Street), shall be constructed and inspected by the City Utilities Inspector, prior to final sign -off by Public Works. * *continued on next page ** doc: Conditions D04 -015 Printed: 09 -28 -2004 ,a:.-�6 ,:�:•iw.0 i.; •i�er .d.?. ti� a' ll�s.4�b ,.,Y,' v .r z . y.ui,u. li.;. __ ,iwtife t.x>i:iu.i:.'L�a+.ir L t:ua..,n,: el,rnR a %' lFaxc.��.Lir...v. aW:+we.uw.ticu;:i;:r:MU::.;ei sa',..,va %3,�s;I.t:,.:.a.ti:.v wY �' ^r 11— �. City of Tukwila roe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specitled herein or not. I The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Print Name: r Date: � 3 - ` 0 </ z 2: V Y UO CO) LU J � W O: u. U) a =W z �.. �O z E-: U � O (n � H W W LL tll Z U N' P H .O Z City of Tukwila race Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). doe: Conditions D04 -015 Printed: 05 -18 -2004 z Parcel No.: 0179000710 Permit Number D04 -015 w Address: 12218 45 " S TUKW Status: ISSUED Suite No: Applied Date: 01/20/2004 Tenant: DOAK HOMES, INC. - LOT 9 Issue Date: 05/18/2004 v o J = 1: ** *BUILDING DEPARTMENT CONDITIONS * ** H to LL w 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. J 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be N inspected by that agency, including all gas piping (296- 4722). w = z ~ 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). z O LU w 5: All mechanical work shall be under separate permit issued by the City of Tukwila. D o U co o 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any H construction. These documents are to be maintained and available until final inspection approval is granted. = w �U 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection L z purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. w co U 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear p identification showing the fire performance rating thereof. z 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: All wood to remain in placed concrete shall be treated wood. 12: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 16: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). doe: Conditions D04 -015 Printed: 05 -18 -2004 ... g Cit of Tukwila race Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). ¢ 18: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** °� w 19: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and _3 0 completion of work at least 24 hours in advance. 0 O 20: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. co Lu LU 21: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be S2 U_ w O g underground from the point of connection on the pole to the house. 22: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. U. ¢ co) d = w 23: Any material spilled onto any street shall be cleaned up immediately. z X 24: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally w O insured). 5 U� 25: A bond in the amount of 150% x cost of work within the public right -of -way, made out to the City of Tukwila for 0— possible property damages caused by activities, w w 26: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation U U_ 0 off -site or into existing drainage facilities. Z i co i 27: The site shall have permanent erosion control measures in place as soon as possible after final grading has been H H O completed and prior to the Final Inspection. i z 28: The Land Altering Permit Fee is based upon an estimated 20 cubic yards of cut and 50 cubic yards of fil. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 29: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain system. Overflow shall be connected to a new storm drainage system, to be installed within 45th Ave. Sough. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 30: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 31: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certifled flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 32: Storm drainage system within 45th Ave. South (connected at S. 122nd Street), shall be constructed and inspected by the City Utilities Inspector, prior to final sign -off by Public Works. * *continued on next page ** doc: Conditions D04 -015 Printed: 05 -18 -2004 W 55 4 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i Z Z W UO U 0 U W J = H. N U' WO U- U :) UJ = d. Z �. F- O Z 1- W �p O C � I— WW H LL O: Z U CO), H _ O ~ � Z I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating construction or the performance of work. Signature: Date: 5� Print Name: ItA CITY OF TUKWIL4 o Community Development Department Public Works Department _ Permit Center 1808 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 /-,0 7Z Building Permit No , ''� N� f `Meciiarucal peftit No Q `� Y Ptbl><c Wdrks it -No . (F' or, o, jJ us:.660lY) . Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Please Print* iSITE LOCATION M2- 18 King Co Assessor's Tax No.: gZZK0_ ' Site Address: MIR y 5 if S, y )j t W 1 14 Suite Number: Floor: Tenant Name: New Tenant: ❑ .... Yes ❑ ..No D oak Homes, Inc. Property Owners Name:. 1101226thAve6VA.' Mailing Address: Burien WA A8146 City State Zip ,O.NTACT;P C ` y 4 Name Doak Homes, Inc. Day Telephone: .Z 06 Mailing Address: 11812 26th Ave SW Burien, WA 98146 City State Zip E -Mail Address Darryl E . Doak. Sr., president Fax Number: GENERAL CONTRACTOR "'ION . ! Company Name: Doak Homes, Inc. 11812 26th Ave bW Mailing Address: , City State Zip Contact Person: Darryl E. Doak, Sr., President Day Telephone: E -Mail Address: Fax Number: / Contractor Registration Number: -/C f�.Z'. M �� Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at fhe tim of permit issuance ** A HITECT OF- RECORD : Att`pfans must be jvet stamped by Architect of Record 'rws9. Company Name: Mailing A Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip • r ; ENGINEER OFRECORD 'All plans must be wet stamped by Engineer of Record Company N Mailing Address: �D I5o .t' ;Z 5� �l f� ^ ot��i�y�/ < //� /t e) 2 � V — _ City state Zip Contact Person: Day Telephone: W3 E -Mail Address: Fax Number: 5/1Yt i -0 \applications\permit application (1-2003) U2003 Page I ( ly.. tx' 7.: h�: ?., v.`'.:'. qe- �dr'rr�:*:..Swt?i'aux..:1,�a' •'. ter`` itu, 4h(: :4ac.:itr,:.iiir••i'�t+a.N.t..r lrr�:+a2Yle'3�:6h lL:rt�:1; ''i:� '1.:.nusr:Sf:.:.0u:�a. «o.sw.r' Z ~ w � �0 00 C0 H Cl) LL WD LLa co D = H W Z H 2� �5 U� 0 o�_ W W H ~. LL 0 Z w U= P Z ,'� - LOING PERMIT INFOM,I'ION ��206 -431 3670 B - Valuation of Project (contractor's bid price): $� Scope of Work (please provide detailed information): 4 10 _ Existing Building Valuation: $ U Will there be new rack storage? ❑... Yes ❑ .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below Addition to Type of Type of Interior. Existing - Construction, Occupancy per. . Existing Remodel St ructure New per UBC, ` UBC .1 Floor: 2" Floor WOO 3'! - .Floor ' :Floors : ;: thru : :: AC.cessory.,�itructure; "Attached ,Garage Detached Garage ;Attached Carport :Detached Car Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than?18 inches) >' 3 *For an Accessory dwelling, provide the following: Lot Area (sq ft): Gtr Floor area of principal dwelling: ��_ Floor area for accessory dwelling: &0/0 D� *Provide documentation that shows that the principal owner lives in one of the dwellings or her primary residence. Number of Parking Stalls Provided: Standard: 2- yo G f� Compact: Handicap: Will there be a change in use? ❑ ... Yes Eg�. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ .. Sprinklers F]... Automatic Fire Alarm ... None ❑.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ ... No Ij "yes ", attach list ojmaterials and storage locations on a separate 6 -112 x I I paper-indicatine quantities and Material Safetv Data Sheets. Z F Z �W QQ� JU UO Co C3 CO W J H Nu WO LQ U) 10 l.—W Z H l— O W �5 UC3 N O t— WW H3 �O W Z U= O Z Scope of Work (please provide detailed information): Call before you Dig: 1 -800,- 424 -5555 R ... t -5 t Please refer,to Public Works Bulletin #1 for fees and estimaie sheei' ` Strect Use: Street Use ❑ ... Channelization /Striping Curb cut/Access/Sidewalk LaW Altering and /or Haul• Zo //��//'- � Land Altering: ...Cut cubic yards, Fill cubic yards ❑ .. Hauling St Drainage: Storm Drainage ❑ ... Flood Control Zone Sewer Information: City of Tukwila Sewer District ❑ .. Val Vue Sewer District ❑... City of Renton Sewer District ❑ ..City of Seattle Sewer District Sanitary Side Sewer ❑.. Sewer Main Extension ❑ ..Private ❑.. Public Walgir Information: City of Tukwila Water District [].. Water District # 125 ❑... Highline Water District ... City of Renton Water District ❑.. Water Main Extension ❑.. Private , E]... Public ,i ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct ❑ ... Water Only I Water Meter Permanent #:UJ0 _ O¢. Size(s): t ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons ❑ .. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation ,� ❑ .. Miscellaneous: Monthly Service Billing to: Doak Homes, Inc. Name 11 812 26th AvP SW Day Telephone: Mailing Address: Burien, WA 98146 City State Zip Water... E] Sewer ... ❑ Sewage Treatment..... ❑ Fire Line .... E] Water Meter RefundBilling: Doak Homes, inc. Name: Day Telephone: - 1 - 1 - 8 1 26th Ave SW Mailing Address: Bi men WA 4$146 City State Zip 4 11 .I %applicationsVennit application (1 -2003) 1 1/2003 Page 3 Z �- Z Q w WD U0 to C0 LU J = co u_ WO �QQ LL ? U)O = W Z X W 5: U� O CO), o�- W W U LL �. Z lli U =` ~ O Z MEC$ANIAI;,PERMIT INFORMATION: = ;'- 206 431 =3670 r rH. MECHANICAL CONTRACTOR INFORMATION Company Name Doak Homes, Inc. Mailing Address i 1812 26th Ave SW e , VVA U8145 city state zip Contact Person: Day Telephone: ;� !�l 3 7 2- ` a Z9'6) E -Mail Address: a . Doak Homes, Inc. Fax Number: 201 YC ` Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented. at the time of permit issuance ** c I ^^ Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): /t.) ec-o iI- �ivt�� Indicate type of mechanical work being installed and the quantity below: Unit.Type :.:.' " Rh'' ; Unit.TYPe: Qty Unit Type: Qty Boiler /Compressor:. Qty Use: Residential: Commercial: Fuel Type Electric New New .....0 ...,e' Replacement .... .... E] Replacement .... Gas .... Other: M Indicate type of mechanical work being installed and the quantity below: Unit.Type :.:.' " Rh'' ; Unit.TYPe: Qty Unit Type: Qty Boiler /Compressor:. Qty Furnace <100K BTU r I Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP/ 100,000 BTU Furnace >100K BTU Evaporator Cooler H /00 BTU Floor Furnace Ventilation Fan 15 -3 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent ( Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind I = :d PERMIT APPLICATION: = NOTES Applicable to`all permits: m this applicatiold Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed 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 expire 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. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. IIIIAWk RI • ,"R oP rIT117-12ti H 10 I t J wo a Signature: a �i(��_ Date: ��Zd Uw E. tU ,ak, Sr., President Print Name: Doak Homes, Inc. Day Telephone: 5;f) -rev - Mailing Address: Doak Homes, Inc. 11812 26t! i Ave SVV City state zip Burien WA 98146 Date Application Accepted: Date Application Expires: I Staff initi \applications \permit application (1.2003) 1/2003 Page 4 Z 1�- Z � W �U UO W� (0 w w J U_ Q (!) Z� F- O W ~ W U� ON o I— W UO .. Z W U= O Z PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PW Type C permit fees are calculated. PW collects an Application Fee when the application is submitted and a Permit Issuance and Inspection fee when the permit is issued. Applicable permits having flat rates are added to the calculated fees and are due when the permit is issued. You may use this form to estimate PW Permit fees. This is an estimate only. Actual fees may vary. If you do not provide contractor bids with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. The permit fee covers the cost for two reviews and two inspections. The permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged separately and must be paid before PW Final Inspection. 1. APPLICATION BASE FEE $ 250 2. Enter total cost for each improvement category: A. Water Q �) B. Sewer C. Storm water 1441 9 D. Roadway Improvements E. Total Improvements (A +B +C +D) " . Mrr0 vtf f' 3. Calculate improvement - based fees: _ F. 2.5% of first $100,000 of (E.) G. 2.0% of amount over $100,000, but less than $200,000 of (E.) H. 1.5% of amount of $200,000 of (E.) 4. TOTAL PLAN REVIEW FEE (F +G +H) $ 7� 3 z z �w QQ 5 C.) UO . U 0 C0 W J = H S2 LL w U-< N=) s �w z �o z F- w U� O - o �-. =U H� O w z U= 0 PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 5. GRADING Plan Review and Permit Fees $ — Total excavation volume 2 o cubic yards Total fill volume Sy cubic yards For excavation and fill on the same site, base the fee on the greater of the excavation and fill volumes. Use the following table to estimate the grading application fee. QUANTITY RATE IN CUBIC YARDS Up to 50 CY Free 51- 100 23.50 101-1,000 $37.00 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. TOTAL PLAN REVIEW AND APPROVAL FEE 22 i DUE WITH PERMIT APPLICATION (1 +4 +5) $ 7 C � 9, 7 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. 2 z z Z w: 6 2 UQ LU J � N LL w O. J L Q co = �. W z =. HO w 2 5 U O N =U - O' ui z U= O F " z PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED PW may adjust estimated fees 6. TOTAL Permit Issuance/ Inspection Fee (F +G+H) $ 9�< 7. PAVEMENT MITIGATION FEE ( g& G - - �'n"'N The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. Approx. Remaining Years Pavement Overlay and Repair Rate (p er SF of lane width 20 -15 (100 %) $10.00 15-10(75%) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5-2(25%) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. C:l)'y nF rllKWlf A JAN 0 PERM'T CENTER UANTITY in CY RATE 50 or less 23.50 51-100 $37.00 101 — 1,000 $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof. 0O1 - 100,000 101 $325.00 for the 1S 10,000, plus $66.00 for each additional 10,000 -. or fraction thereof - �' =100r 07 or more $919.00 for 1s' 100,000, plus $36.50 for each additional 10,000 or fraction thereof. 0 z �Z '~ w 2 �U UO Co o J = Co u- wo UQ = CY �w Z H z F- 5 U� O �. o f_ W LU H ti O 111 Z UN O z PUBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED PW may adjust estimated fees 9. TOTAL OTHER PERMITS (Total A -D) Ofd %k A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* 6(70 D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fee Sheet on page 2. 10. ADDITIONAL FEES (Total A -H) $ 299 Allentown Water (Ordinance 1777) $ 5158 `—' Allentown Sewer (Ordinance 1777) $ 9 C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. RCFC $_ & s C) G. Storm Drainage Mitigation (TMC Title 14) $ H. Other Fees $ ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ / 2 0 This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. a*1 2lif/o¢ 0 z �Z '~ w U N13 CO W J 0 w LL ¢ �D = �w z z0 5. U� 3 F- W �U —O .. z w CO) z ti ulty of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179000710 Permit Number D04 -015 Address: 12218 45 AV S TUKW Status: APPROVED Suite No: Applied Date: 01/20/2004 Applicant: DOAK HOMES, INC. - LOT 9 Issue Date: Receipt No.: R04 -00596 Payment Amount: 18,400.85 Initials: SKS User ID: 1165 Payment Date: Balance: Payee: DARRYL DOAK TRANSACTION LIST: Type Method Description Amount Payment Check 3859 18,400.85 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES 000/322.100 1,374.55 CASCADE WATER ALLIANCE 401/386.550 1,680.00 i PLAN CHECK - WATER METER 000/345.830 10.00 PW LAND ALT PERMIT FEE 000/342.400 23.50 PW PERMIT /INSPECTION FEE 000/342.400 98.75 PW PLAN REVIEW 000/345.830 -.25 SEWER ASSESS - ALLENTOWN 402/379.004 9,461.40 STATE BUILDING SURCHARGE 000/386.904 4.50 WATER ASSESS - ALLENTOWN 401/379.004 5,158.40 j WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 WATER INSTALLATION (DEP) 401/386.520 490.00 j WATER TURN -ON FEE 401/343.405 25.00 05/18/2004 03:04 PM $0.00 Total: 18,400.85 t 0 5 .a - P iQ T4l' 10484. doc: Receipt �.5`x� --, Printed: 05 -18 -2004 z W JU UO (n o C0 W J 1 Co LL WO U . = H- _ ►— O z 1-� U O N �H W W �U LL- O z L11 Z i I W ,.. Cit of Tukwila i fUS t/ 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179000710 Address: 12218 45 AV S TUKW Suite No: Applicant: DOAK HOMES, INC. - LOT 9 Permit Number D04 -015 Status: ISSUED Applied Date: 01/20/2004 Issue Date: 05/18/2004 Receipt No.: R05 -00310 Initials: SB User ID: 1670 Payment Amount: 47.00 Payment Date: 03/04/2005 09:26 AM Balance: $0.00 Payee: DOAK HOMES, INC. TRANSACTION LIST: Type - - - - -- Method Description - - - - -- Amount -- - - - - -- --------------------------- Payment Check 4590 47.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 47.00 Total: 47.00 0506 03/07 g716 TOTAL 47.00 doc: Receipt Printed: 03 -04 -2005 z Z �W JU U O CO U Co LLJ J H co W J LL. co d �W F— O' z t` =U L 0 ; •z l!J O z . f 908 City of Tukwila 1 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0179000715 Address: 12228 45 AV S TUKW Suite No: Applicant: DOAK HOMES, INC. - LOT 9 Receipt No.: R04 -00047 Initials: SKS User ID: 1165 Permit Number D04 -015 Status: PENDING Applied Date: 01/20/2004 Issue Date: Payment Amount: 1 Payment Date: 01/20/2004 11:49 AM Balance: $1,501.55 Payee: DOAK HOME, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 3507 1,242.46 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - RES 000/345.830 893.46 PW BASE APPLICATION FEE 000/322.100 250.00 PW PLAN REVIEW 000/345.830 99.00 Total: 1,242.46 z g lZ W 00 (/)o Cl) J � N W Wo 2� J : W? N = W' z� �o z t- W O CO) W W1 �U W Z CO U— b H O .Z INSPECTION RECORD Retain a copy with permit INSPECTION N0. WPM O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 24 -3670 Projec . Type of4=pection: Address Date Called: Special ruction-s., Date Wanted: Requester: Phone No: i ' I Approved per applicable codes. Corrections required prior to approval. v..: COMMENTS: Receipt No.: Date: Z � W WD 3 U CO 0 . w� U) LL W 0 9 � LL Q Z Cl �W Z H F- O W H- U� O t .0 H: W H �O Z U T� O I- Z. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. S l� CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 Prajeyt: D Type of Ins T -7 one 1--1' Address �.�� . Date Called: V Special Instructions: y Date Wanted: g CaE Requester: PhoAe No � � 1 F� Approved per applicable codes. Corrections required prior to approval. �c �a �5 5� Sv WMr pi TV COMMENTS: 3• rya � � �i 3 6 r G C t Inspector: ff ,, Date: / Receipt No.: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Z. W UO Co co J = co U WO L L co = CY F W. Z F- HO W ~ W O to: � H W U - ~O IJ Z U N� .z INSPECTION RECORD .- Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. r W Li k Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Pro, 4Jl�G Type of Inspection: Address: .- 2 I q Date Called: Special Instructions: ,rt 9 Date Wanted: a.m. 1 r Q p.m. Requester: 1 " 66'k Phone o: Z �Z � W JU 00 to 0 J = CO LL W u_ Q N d = W iH =: z� O: W U� LU ON (311-- W UJ U U- Z fill U = O Z i INSPECTION RECORD Retain a copy with permit D04- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: DoaK Hor»eS Type of Inspection: PVY Address: �2z�8 45� AVe Date Called: � D_O Special Instructions: ( � Lof % Date Wanted: r� a.m. .C. — J t 05 p.m. 1 ` Requester: Dart 1 Phone No: a i noon Approved per applicable codes. Corrections required prior to approval • f� ►1 ' • 1� i f Z Z �W J U. UO NO CO) = J � N LL WO J LL CO) = W ZP F- O Z H- W W U� O OH W LJ . �. Z (ill CO) Z INSPECTION RECORD • Retain a copy with permit INSPECTION NO. PEP CITY OF TUKWILA BUILDING DIVISION y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Project Type of Inspection c 'l Address: �� �Z `-- ate Called: Special Instructions: Date Want e a.m. .� Requester: Phone No: r Z �S W JU UO U) U W= W LL co) _CY �W Z = H H O W �: U� O N (3 H W = W i INSPECTION RECORD�- Retain a copy with permit l" INSPECTION NO. PER . NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 Project: � I Approved per applicable codes. Corrections required prior to approval. M Receipt No.: Date: i k , AW $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Z W. QQ �' JU tU 0 (n w =. J l.- TU w O. LL N W Z t` ZO 5'. �0 U O N , 01-- =U LL Z co) Z' Z Type of Inspe Address: r / Date Called: 4 / Special Instructions: Date Wanted: a.m. Requester: / Phone No: � I Approved per applicable codes. Corrections required prior to approval. M Receipt No.: Date: i k , AW $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Z W. QQ �' JU tU 0 (n w =. J l.- TU w O. LL N W Z t` ZO 5'. �0 U O N , 01-- =U LL Z co) Z' Z INSPECTION RECORD INSPECTION NO. lRetain a copy with permit D04-- 0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: Dook qome'-s T of Inspection: Wa+tr P" r+ - r m Address: 12210 Ave Date Called: -0 1 4 Special Instructions q Date Wanted: a. m. Requester: Darr DoL vt K Phone No: , '?� 06 -3 -7 z - 22 3 Approved per applicable codes. Corrections required prior to approval. 0 Inspector: Date: $47.00 REINSIPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: e: Z Z LU JU (L)0 to 0 (f) LU LU LL W O 2 �. 9-J. LL co) CY W. Z 0 W H LU LU a C0 0 a E- LU LLI . 3: LL O Z CO) Z INSPECTION RECORD Retain a copy with permit _ INSPECTION N0. 4E IT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( Pre' II I� Type of I �-� spection: ��! 'P v1 rU r i Address: Date Called: ll _ Special Instr ctions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. a. 1 I -a I Inspect r Date: I Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z Q W JU Uo U) J �. U) I. W O. �:3 U. Q. N �. = Cf �W Z = H- O Z 1— W �p 10 co D F•- W LIJ LL 2 H U. ll! Z U N' O .Z s i 1�7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE O. CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 31 -3670 I I Approved per applicable codes. n Corrections required prior to approval. Proj mPs Type of Inspection: Plr,Uv' "41 v Address: A Date Called: I -1 L Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Z W� JU UO N CO) Uj J N u.. w O` LL _: CO) d . = H W = Z ZO W �5 O N, C1 W LLI 3: U� H. u. O; UJ Z F- _ O Z 1 i INSPECTION RECORD �O Retain a copy with permiti DD4 INSPECTION NO. PE4MO. ' C ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 1 i• Inspector• - Date: CIL) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: it .. L •. .. - � .... °. _ �>i i __ __ _.. _ _ _ .. Y Z �Z '~ W Q W W� UO 0 W = H co) U. W O J FZ =. = C1. �W Z� H O W t- W U 10 � H WW ~ 1— LL O .. Z CO ,O Z ect: Ty,e of I spection: Address: � C. Date Called: I ( '� � Special Instructions: Date Wanted: m Requester: DAAZJ Penh No: Inspector• - Date: CIL) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: it .. L •. .. - � .... °. _ �>i i __ __ _.. _ _ _ .. Y Z �Z '~ W Q W W� UO 0 W = H co) U. W O J FZ =. = C1. �W Z� H O W t- W U 10 � H WW ~ 1— LL O .. Z CO ,O Z INSPECTION RECORD - Retain a copy with permit U INSPECTION NO. PE N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec a )�rl— Type of Inspection - A dress: H'� lSpkial AV S Date Called: 0-9-01-( Instructions: Date Wanted: a.m. Requester: Phone No: Z [Approved per applicable codes. Corrections required prior to approval. COMMENTS: P v,n i Z Z � W J U U0 Cl) W = J � N O W LL N d = W ? x ZO W W O- �O U O N O t- WW ~ P 0 LLI Z co) U= Z .,..,er „ -,: �..,., ...�; ...,. , M . �......��. ". -. �.,..• INSPECTION RECORD i f Retain a copy with permit � INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ' : , Type of In eyti n: . P s A L S Date Called: nst ctions: . Date Wanted: I 1 , U a. m. p.m. Requester:- Pho N� ^ R Approved per applicable codes. Corrections required prior to approval. Inspector . j Date: 11 C, -o4-j $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z J- Z '~ W �U 0 W= co) U WO L L = W. Z F Z O-' W W U� Cl) O W W H U W Z co 111 H = O Z 2 INSPECTION RECORD F D C)t- � O Retain a copy with permit INSPECTION NO. P N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 Fl Approved per applicable codes. Corrections required prior to approval Proje . T� W\ P q Type of Inspection: V'U ) V 1'� Gi i Ad ress: v Date Called: Specia Instructions: Date Wanted: a.m. t " - QL� p.m. Requester: Phone No: COMMENTS: v 4-Q± t 1� Sut �t I Ur Ih C 0 G W14, Iv a e $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Z 2 W JU UO. CO wW J � N LL WO 9 : LL Q to _ d �W Z H W �- U �. O T S F- 3: tL F" O 111 Z co O Z 12, INSPECTION RECORD 0 5 Retain a copy with permit INSPECTION NO. N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 j T 2 6)431-3670 Approved per applicable codes. Corrections required prior to approval. Projec adic � Type of Inspection:: Wo� k � - Address: li!� Au Date Called: Special Instructions: Date Wanted: a. Requester: -e PAY"' Phone No: COMMENTS: c'(C -t' s So o n 0 .\() t \ S*- -e PAY"' c6)r eAc Inspector: Date: o F-1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: I Date: —1 Z Z W JU �C.) 0 CO) CO) W:E J I.— 'co) ILL io , U. CY W 1 0 -- z �-c W L 5, cf) �0 Q F- W X LL 0;' z U N Z INSPECTION RECORD Retain a copy with permit S INSPECTION NO. PE T CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 @431 -3670 Pro]Kto r Type of In pection: t 91 Vn^ t Aa ress: _ Date Called: Special In ctions: Date Wanted: r ,,, a.m. Requester: P a� 3 Approved per applicable codes. Corrections required prior to approval. i i Z W W� 3 00 N co LLJ J F co U. W O W? N F=- _ Z� ZO W W �O U ON � E- W W U O Z LLI co O Z i }� INSPECTION RECORD �� l Retain a copy with permit INSPECTION NO. P I ; CITY OF TUKWILA BUILDING DIVISION { 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proje . �L �P Type of Inspection* CYGw) -seat Ad ress: _ Date Called: Special Instructions: Date Wanted: a.m. P.M. Requester: Phone No: z i i i �Y a Approved per applicable codes. Corrections required prior to approval. 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z �Q W W� J U u O W =' J � N LL WO J LL co = CY �W Z = I` Z O. 5. U� 'O U W W' HU LL O. Z U N' O Z INSPECTION RECORD��_ des Retain a copy with permit INSPECTION NO. PE IT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ' t: 9 Type of Inspection rcr � h Address: 12u! i g H - �; Au Date Called: Special Instructions: Date Wanted: (a. Requester: �rr Phone No: ?: 06- 37 - asG Approved per applicable codes. corrections required prior to approval COMMENTS: L J 4 �' G ci - s ciap roval L h s v $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reirispection. Z W W� UO CO J � �LL W O LL j. co d = W ? I- Z° ALI 5 U� o� WW W Z 11J U =; O }" Z INSPECTION RECORD Retain a copy with permit PER M I r INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: v Ad ress: l S Date Called: 11/ a�( Special Instructions: Date Wanted: 1 a.m. I i p.m. L � q Requester: �- Phone No: a Approved per applicable codes. Corrections required prior to approval. v COMMENTS: �,QAUXQ4 TAI�- k iJ C 1�) v ! 4 ` . UA kS-' LOT 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W JU UO U(3 J = Co u. WO J• u_ N = W Z �O Z F-. W �p U 0 o I- W U`. L' O Ill Z CO) U O ~' Z INSPECTION RECORD�� Retain a copy with permit INSPECTION N0. PERWN CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ne No: Approved per applicable codes. Corrections required prior to approval Project: JZ Type of Inspection: Addres : Date Cali d: Special Instructions: Date Wanted: p.m. Requester: Pho M S47.604 IEE REQUIRED. Prior to inspection, fee must be Receipt No.: Date: z �z. W UO to 0 J H V) LL w O. 9 - LL CO) a. = W H Z H F- O. LU Z H W U O - o� W W H V' LL- p 11! Z U= O Z INSPECTION RECORD Retain a copy with permit P � S . INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION :6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 4 -3670 ect: ,,A Type of lMe tion: ` d ens: is !as t Date Called: S ecial Instructions: Date Wanted: �a;m: Requester: Ph6ne No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I > I Inspector: L.--� Date: j F� $47.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be 1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j7 Receipt No.: Date: zz 2� '~ W fY � JU U0 U) NW J �_.. �ILL WO M U. N �W z E_.. !— O' W H 5, O �. oF_ WW H� LL O ..z W CO) O z INSPECTION RECORD Retain a copy with permiti N4 INSPECTION NO. :E "T 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431-3670 �� Iwo fim m I DM I aIrRam Instructions-' equeslz� paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: Z Z W 2 D U 00 LL: 0 . LL co :3 CY UJ z 0 z �- W LLI 25 D a W W 5 0: z co, 0 — O Z INSPECTION RECORD Retain a copy with permit �� ����/ INSPECTION NO. PERM 1. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (209)431-3670 Pr t: Type of Inspectior 12 1: / Ad i ess: 2Q Date "Called: 6 111& Spetial InstrLictions: Date Wahted: a.m. 9d (7 Requester: 1 Ph9fFe No: 7/ per applicable codes. Corrections required prior to approval. Inspector q ) I Date: V $47.00 REINSPECTION XE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Receipt No.: Date: z W 2 ' M 0 0 CO) a CO) W W J co) LL WO ga� LL Cj) CY W Z 1-0 Z I— W W 5 CO 0 W LLJ X () LL 8 : ui Z CO), Z INSPECTION RECORD IM- -1 Retain a copy with permit 015 INSPECTION NO. PE MIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 P ect: ' .M TYR of �Rsection: 1 A' s: 15 D Called Special Instructions: - )'+��/\ ��(„(� Date Wanted: I '= - Requester: Ph9ne No.\ 09(R) - 7 Fl Approved per applicable codes, - . El Corrections required prior . to approval. I Receipt No.: I I Date: Z Z W JU 00 V) a CO) W LL1 CO) LL WO } J LL W 0 Z 1-- W LLI C0 0— W W LL 111 z e C2 0 Z'' L --- i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I INSPECTION RECORD .� Q t5 . Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Co o>"� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431. -3670 Project: oaK H6 neS Type of Ins ection: -�-�_ Address: G Date Called: 6 -15 � O qL Special Instructions: L7 � � Date Wanted: � � a.m. .. .... m. Requester: D 4rryl Doatl.. Phone No: 2D! 7Zr2280 Approved per applicable codes. Corrections required prior to approval. Inspecto : Date: $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r elpt No.: Date: Z �Z '~ W UO Co o (0 W, g H to U . w O. 9 -1 5� co I.-W Z W 5. U� ON 01-- W W. H u. O Z UN O Z j INSPECTIONRECORD r F Retain a copy with pe rmit to INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION �M ..6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project, -gtion: Type of Inspe . Adclress: Date Called: ? �pecial Instructions: Date Wanted: M. p.m. Requester: Phone No: :RApproved per applicable codes. Corr$ations required prior to approval. I Receipt No.: Dat e: — 1 F $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. % .z Z 00 Cl) a CO) 111j, W:c J i.- C0 LL W LL S2 CY LU 3: Z �- F- 0 W �-� UJ LLJ 5 mO Cf) .0 11.- LLI LU X C.) LL F- —0. w Z. U N F- z INSPECTION RECORD Retain a copy with permit INSPECTION N0. PER IT CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ect. Ty of Inspecti n: 1 A re s 45 A Date Called: 5P dial Instructions: 1 (20 t/ (✓(/L Q `. (� ate Wanted: a Requester. Pho No: i 'Approved per applicable codes. Corrections required prior to approval. I I t � I i 7 Inspector. Date: ' L.. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ~ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Receipt No.: Date: Z I z '- W IX W� 0 CO O W �W W O. 2 �. J. u_ ca d �W Z H Z O1. 5 U O N O I W E- U U. O. .• Z W U =. O Z f FILE COPY -- understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. ey � - Date ' Permit No. ir EVk No CHANGES SMALL P MR -F � T,0 ' OW E' S "LL REOUIRE A NEW PLAN SLIn .. ... ......:. n .' nr..:: r.. W��: �r. r:. F...... r-. i...:, i....... �'«.,!; v:.:. ��N,' n' f.'. �i .'.l.�.i:.:�.Aih.4'RJ:..:a.:rria 311t'....i:wt ✓'- iiiJ::.ti:4i:. .ini)� . 'StvtiM" ���Si+atYiS .(obi' dl'd� Pe�� VOA` go S ip GV` Rg �vs �O GN LP► lid C1�tY GF ����irlt'�.A C 2 5`'it; DO 410 0 15m Z z Q om Q ?; J U' UO N W = J CI) LL W O. L L Ca = W Z �. I- O Z W UJ U� W P (Y LL 0 ui Z U N O �`. Z. PERMIT D PLAN REVIEW %R8UTING SLIP ACTIVITY NUMBER: D04 -015 DATE: 06 -02 -04 PROJECT NAME: DOAK HOMES, INC. - LOT #9 SITE ADDRESS: 12218 45 AVENUE SOUTH _Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # I TO Revision # afte permit is issued DEPARTMENTS: `. v1-0� Buildin ivision 0 Public WorkbLUM L &-c t14 44L to- 3-� Fire Prevention • Structural ❑ -u-w Planning Division [F Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Z Incomplete ❑ Comments: DUE DATE: 06 -03 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS R0 TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS QR CORR ECTIONS : DUE DATE: 07 -01 -04 z Z �w J U: U0 CO W W J S2 w W U. co �w z t- ZO 5. U� O o �-- WW �O W z U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -015 DATE: 05 -28 -04 PROJECT NAME: DOAK HOMES INC - LOT 9 SITE ADDRESS: 1221845 TH AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 afte permit is issued DEPARTMENTS: Building Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 06 -01 -04 Complete ❑ Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS DUE DATE: 06 -29 -04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing sllp.doc 2 -28 -02 ❑ No further Review Required DATE: z Z �w QQ JU 00 Cl) C0 Lu J = �LL w L L � = �w z F - O w ~ w U� co o�_ wW F_- LL O Z W co O F" z dERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -015 DATE: 01 -20 -04 PROJECT NAME: SITE ADDRESS: X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after /before permit is issued DEPARTMENTS: Building Division Fire Prevention Q Planning Division Public Works Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE: 01 -22 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS RO TING: ute ( Please Rot Review Required REVIEWER'S INITIALS: 7 APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions [7L� Notation: DATE: REVIEWER`S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 02 - - Not Approved (attach comments) ❑ Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY ❑ No further Review Required _ DATE: z '~ w JU U0 C0 W J � CO W w U_ Q �D = �W z W� W U� 0� 93 H WW 5 F_ LL 0 ..z W CO OH Z ,... -..'. r .t :.. .., i ��. > . f i gc u::fa:::..�::.i:., ..,:... �c%nt.tsia { a�.:�.cwx�b.4N ',.93�i'.:R ��y4V.f:�.i.lXWu,�. ,.0 . ,nr�.•..r.�:l. <�xk. ��iSn�:.Akla >. cr. w ...i� 4A.4+.7..: l I e- " City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 1tEVISION. SUBMITTAI, • f r k N Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: G ` 2, - D Plan Check/Permit Number: �be `-/ jj / e, Response to Ittc /UL 161 Response to Correction Letter # Revision # after Permit is Issued Revision Plans Examiner Project Name: :1:) 04/c: 1407X? es / 1V C Project Address „ 7� - 9 Contact Person: ..��2co���nA � S� Phone Number: S4 X5 7 Summary of Revision: ' c'ez 7 zoo 72�a2 IeL- 7 l� �, 2- o7 ' JVo ,- /`D 1i9 7� L/ 4 A" A2 ale o nm rEI KWIEK CITY QF TUI KRM1TCENTEF Sheet Number(s): "Cloud" or highlight all areas of revision including (late of revision Received at the City of Tukwila Permit Center by: ills W 4W [] Entered in Permits Plus on 08/06/03 z H '~ w UO Cl) 0, CO Ui J CO U. WO LL ?. � d. =w t- _ z� �O z 4- �p O CO). o E- W W , U_ LL H _ Z: W U= O z X111 �. ,11 (fit City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL `� '� t�F�Q' t 1 Revision submittals fntrst be submitted in person at the Permit Center. Revisions will not be accepted througli the nail, fax, etc. Date: j Z 7 Plan Check/Permit Number: 2) p �/ - U/ 5� ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # a Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: I)OAl- /-/ac /,roc Project Address: Contact Person: ,�, Phone Number: zdG — ? 7z — z 'a-g"o Summary of Revision: E`P r��2 tic. , . , �, ��►, �c7r�°!, s %�� �f P , 4 e f I C' ? t , ' 5, Q' Urt, A / S M W V e ed t" L[. /-, XA, �F f f cwt 1 /� r- 7 1x- tc- i�- / i S .�� c°�c. �'r at i Gc' C /hsc�= t^ Y� if Y� ,h c` t - _ d�� .f�.[ �� S EL�cry� -� � � / � Vic^ 7'�d � ,�o �� i •' ^ 1 � �� (��'DI'` Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: _ Entered in Permits Plus on 08/06/03 Z �W i M 0 N0. CO) W J ~ N IL W O u_ Q CO D = a F.. W F- O z Ljj U O N � E- W W H U v. z ui CO v O Z 9 City 4,,A Tukwila S teven M. Mullet, Mayo? Department of Public Works Jaynes F. Morr P.E., Director 6300 Soutlicenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 433 -0179 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us WATER METER INFORMATION Parcel No.: 0179000710 Permit Number D04 -015 Address: 12218 45 AV S TUKW Issue Date: 05/18/2004 Suite No: Permit Expires On: 11/14/2004 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1699 S.F. SINGLE FAMILY RESIDENCE WITH ATTACHED 416 S.F. GARAGE PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE INCL. INFILTRATION WITH OVERFLOW TO NEW STORM SYSTEM WITHIN 45TH AVE. S., SAN. SIDE SEWER, PERM. WATER METER INC. SERVICE LINE, DRIVEWAY ACCESS, PAVEMENT MITIGATION, AND UNDERGROUNDING FOR POWER. SEE D04 -014 (LOT 10) FOR EXTENSION OF PUBLIC STORM DRAINAGE SYSTEM. f Z I ' Z ir w U CO) 0 J = H � U. w LL j co)d =w Z �. F— O Z i—• Dp O �: off w t f' —O .. Z w U =: O ~' Z doc: PWWATER D04 -015 Printed: 05 -19 -2004 METER #1 METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204b04 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $1,680.00 $0.00 $0.00 TOTAL WATER FEES: $2,280.00 Z I ' Z ir w U CO) 0 J = H � U. w LL j co)d =w Z �. F— O Z i—• Dp O �: off w t f' —O .. Z w U =: O ~' Z doc: PWWATER D04 -015 Printed: 05 -19 -2004 Re "Iential Sewer Use Certifilic "lon (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 within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council as a rate 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 or this form should be referred to King County Wastewater Treatment Division at (206) 684 -1740. PI i ( ease pr nt or type) Owner's Name (Last, First, Middle Initial) Property Tax I.D. Number - 6/ % Subdivision Name )1/ /&. -4 A'C/V Subdiv. # Lot # cl Block # t/ Building Name (it applicable) Property Street Address City, State, Zip 7" C. Owner's Mailing Address (If different from r r above) �) i r r r r' �Y C L• '' <h �/ �� 7 [l Owner's Phone Number (. 6`, Property Contact Phone Number Party to be Billed (if different from owner) Party's Mailing Address City or Sewer District p it Date of Connection Side Sewer Permit # Demolition of pre - existing building? ❑ Yes E�No Type of building demolished ?, Sewer disconnect date? Please check appropriate box: M Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) Residential Customer Equivalent (RCE) 1.0 1.6 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more (0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x 1.0 = 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 resubmit s' n off orrected data for determination of a revised capacity charge. Signature of Owner /Representative . ' c� .�t.- t. - " Date Print Name of Own 1057 (Rev. 8/01) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer z '~ w JU 000 CO 0 w= CO U _ w L L to � = W Z f- H O w ~ W U� O c oF- W W O W z U CO H O F=- z i Indemnification and Hold Harmless 1 1`9 • . T and rermlt I emporary In Nature Reference Number(s) of Related Document(s) D04 -014, 015 016 & 017 Grantor: Doak Homes, Inc., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Along 45 Ave. South from adjacent to 12224 — 45`" Ave. South, North to the intersection with S. 122 " Street. Work Location: Abbreviated Work Description: Work within the City Right -of -Way, including driveway accesses, utilities, undergrounding of power, and storm drainage. NOW, THEREFORE, the parties agree as follows: The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attorney's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold• harmless is valid and enforceable only to the extent of the negligence of the Permittee, its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. ti.,j, t :. s.. Nx• 't, its i:: M .y':ei it + < ;. a S.iw C q#' +i wR=1;:.L�.474.1W-7 4 •Fx:4•kw +4 k:.i= alrw'.:�fPiu..:dsiNlYaGt:. tint %:'�W:rtia4'�.�tibr:diice+.i:S w'4h;.i:.'�' Z �Z '~ W D �o N co =: J F-- co U- W O WQ co = �W z F- �o Z H W LLI �p U O� .0 1.- WW H 0: LL O W Z U M. O Z a ,/ IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this day of ' 2004. kJ.4 Autho Azed Signature Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that D rr l E. boa k SSr is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he4he-was authorized to execute the instrument and acknowledged it as the Pre si dehf of Doek H4ome - .T rnL. , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. Dated Ma u 19 Q'004 — ` A. QE: \\%k — &5g� �I 0 NOS V �': �i� Notary Public in and fo the State of Washington residing at Reny oh L%C % My appointment expires 6 - 166 - I ��t 6 16 1 0' k .. '. WASH Z QQ W J U� UO CO) =. J H CO) LL; � O LL Q c d w Z f.. F- O. Z I- w �o U N. O � I- w ui Z O H'. Z. J J �1 - 1h DATED this ZD� day of tj 2004. GRANTEE: CITY of TUKWILA By: Q Print Name: 0 james Morrow Its: Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. A. D G E9 s N; Q.•,•\5s10/VF•. �l Name: Alice A. Deacv f e i OTARy V' 0 0 (seal) j v N cn : NOTARY PUBLIC, in and for the State of PUBU c J;•., s � , Washington, residing at R�nTOn Op WASyf Ll My commission expires: 6 — /6 - 04 Z 1~ J— Z. �w D.. J U. UO N o J � �w w� J. u. ¢ co) a =w Z �. Z o- w �5 Ucl CO off w W' �U U- o: w Z 0 CO Z Im Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: k ge e • 1A) C �lr .F &9,4 Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): Do y - is Section/Township /Range: t- /D 123 `/ Assessor's Tax Parcel Number(s): 4 /1 9�j2 o 011 /P Property Address: 11 LOI � W /1 - Property Legal Description (abbreviated): f1h11 t3 /dGC- 4V /�`�Frvj �y c,,�? � sPJ�i� i DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page / of 3 J t .� ef v i .4 ..1t. �y! ;•ar�n:: r5: w.�.,.:.',:leu�::.:u,` >['.. ,.. s.. u: :,:..,a.i.S.t..:u:;Wi:si«'.�,+L 6:k::nranii.iw:.4�. >_.ee�wi�.uu ` .: �:;,.. a, u. iut:... an. d>. r. r,. ;- t..: v�.. v: +.+�.,:c:.:i�1ab.,z...�.•,:r.: .:Lu..,•. z Z w w J U• UO (nO. CO) Lu J� N U. wO 9 E wQ Ca �w Z �- O w UJ � o. o C6 o E- w X H �: U o ui z U =' O z The Grantor, aC5 4,,y r , conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: APPROXIMATELY: 5 COON' J /►CIC / /Y V ic , C m e r car ENGINEERING COSTS: $ a 069 CONSTRUCTION COSTS $ �2 y `l3, Cd 53� TOTAL: $,�— DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page 2 of 3 �- Z' J U 0 0 00 co) W; S2 L L: w O:. J. LL Q. N _. f.. W Z I.—' H O` Z F—> '00 � I— W W, LL' O. Li Z U Tf 0 F-t z . T " situated in King County, State of Washington. DATED this 21)d day of / Yeh .2005. 11.1 GRANTOR: /v c By: (signature) t Ae z r' (print name) 1" (title) STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this end day of M CIYCh , 200 before me personally appeared L %rrWZ E. DXtk 5- , to me known to be the f resi of M .k 14a- "es..1"hc , a Washington corporation, that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. Given under my hand and official seal this 2n0 day of Nar6A 200 5 ! A Type /Print Name 4 ce A . De a.cv P.••�SSioroF•. C'�4, Notary Public in and for the i •�`�` �A�•. I� v o r10TA,g 9N : State of Washington residing at i N PIJ _ + Renk),P? I,9�F ••s �s oB .•��,_= My Commission expires ,4�% WAS�O��• DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Form approved 2003 Page 3 of 3 Z Z JU Uo 0 wi C0 LL' w O LL U� = �w ?1-- Z o W UJ o' U O N. �H W W. LL 0 LIJ Z U =. O Z f ' • ► r '' � • ► "�' VENTS PLR U.P.G. 6ENERAL M 2 HOT YVATER TANKS 3H Ai .L S E SIZED BY IN DU°STRY T 5'T'A I R5 AND GUARCRA I l.5 �/' EN TI LAT10N AN I� I P R Ai R U I •TANDAi FOR I�ROf�o5E0 use AND eE L.AaEL�D 1 P'RO'1/IIDE A 51'AJIRWAY MOTH OF 36" MINIt�uM, FUSER �-''ER YIA(2 1 qq'1 • 4. MULTi 2X BUILT -UP BEAMS SHALL BE °SF' KE T06E7H . • .G. 3TA�5r6FRED. NAEGA APPROVED. _ - . C,ON�IRAGTOR 5HA" VIRt1�Y ALL PA5"nN* 51TE L)NU!w Nal u5r, 10d NAIL.° • 12" O 46 gEGTION HEIGHT OF 6" MAXIMUM, MINIMUM TREAD LENGTH Ol' 8 AN 1. INTEGRATED MOLE HOUSE VENT 5Y5'TL°M FOR T>aE! . S. FLOY�1 RATES 70 COMPLY rWTH WAG• 5 A 3 /6" MAXIMUM VARIATION. INTERMIT'T'ENTLY OPERATED INTL6IRATL'D i'ORGED AIR DI FOR CtOtrlPl..1ANGL' NTH FLANS AND 5. BOUD BLOCK Yet/ 2X o MIDPOINT OF SM05 OVM 10 40Z0 TOILET'S: 1.6 &PF(MAX), SHOVORS: 2.5 GPM(MAX), � t � I g P'ERPENDK.I�LAR TO �. STAJFtWAY'°� < 44 IN YVIDTH MAY HAVE ONE H L HEATING SYSTEM. . 1"'EGIPiGAT10N:S. 51TE CONDITIONS INCLUDE, L, PEE'T, BELOW SEARING PARTITION LA�/ATORIES/FAUGL�'T. Z.5 bP'MCM UNLESS BOTH 51D� ARE OPEN. A. SOURCE' 3PPXAFIG VENTILATION ReOUIMEMENTS OP06RAPNY, iRLC�UIFZED 3I'?SAG1C5 AND IP API°'l,.IGASL.E, •JOIST'S AND R O a5UP'f'OR'T5. . S, PROVI'•' E SeASMiG STRAr AND PRESSURE R-WP-F 29, HANDRAILS SHALL BE M AGED SW TO SO's OFF N05 O 1. ZMAUST FAN REa IREMENT5: SATHROOM5, LAJNl*le S E 171MEN5IONS OP exis i o gTRUGTwes AND THEIR b• k4000 m4 l INe, GONC.RETE OR MARY SHALL VAL1/M(1°LUMBED TO OUT51VE) AT HOT rAAT'ER TANKS. " AND �. AMC SPACED 1 -1/2" MINIMUM OFF WA1..L Y�TN /4 1.1/ -'' TO 2" AND f�OYVDPR ROOMS SMALL HAVE MINIMUM 50 GPM • .?S TRUGTURAL AND MWHANIGAL WHPONENT& THIS QFPIGE HAVE 1/7` � Err AIRSPACE AT TOP, 51O gLaPAIR ATE PERMIT RP-92 IRED. EARINb !'AR S 171A1�iti*T•PR, SMOOTH 6R1Si' AND A NPYVE!- OR RLIURN AT r4.6. KITGHETI°S SHALL, HAVE MINIMUM 100 GPM O .25 Y�t.cS, ALL BE NO'T'If�IED la'R1oR TO WNSTRUGTION Olx '1 • x?OUBLi jolsTS UNDER P B 7`1 ION � s. L.. hrlC7f�.�' TUNE G O�!1, M �• • AMBIOUIT1T�i OR OM1551ONS 1N 7 TH FOLAN YV CRIrFL.E5 AT GAI�ITiLrL'VERLD !'L OOIZ "ND°�• RANGE HOOD F I 1��C.KE•PANG t ... , A1dD UNDER Y�iINDO I. 3HOr'VFRaS 5HALL HAVE AN AF'!'R01/ED HARD, SMOOTH S TAIR F'fROVIDE b -6 MINIMUM CLEAR HF.A17R001�1 ABOVE 2, �AU57• DUCT' iRLQUIReMENT'S: DUCTS TO SL � �, • ,YVRITTLN 0IMEN510N5 TAKE MWEDENGE OVER lSEGTIows N E'T'AJL.S TAKE PRE:+GE`DENGL OVER i'1 -/►N pr• TO GU?' OFF ALL . ^NO V4ATER R 51STANT W"# TO A HFJ6HT OF '10" tSTAIR NO°SiN6. INSULATt�J7 TO R-4 IN UNGON371T10N� gi"/wG�, BC LC�UIPPgo G gGAL a, rlR=TOP AND D rb. ,.• ���/E 17RAIN 1NL.CT. •+i . "S. P'ROVIt7E 6U L.g FOR 30" ABOVE M 8AG YVITH A t�AMN'l.R, T!�l�tiNATl.' OUTv►IDE THE CL.ZVATiON VICM. �C,Q HORiZr NTAL. AND VMllCoAL OMIN6S S. ALL Y�IORKMANSHIP, MATERIALS AND INSTALLW la , Ptr,•oOR TO ATTIC, AT 10' IN'I"!K1/Jrl.°.S 2. r'R01/IDC YVATLR � OARD OR cg1 _A."� MOH OR ADJAGrNT I<LrOORS, NTH A MINIMUM HEIGHT 01" 3b AND SUIL.DIN6 tNVELDI°E AND COMPLY NTH TABL.� 3.3 VIAQ T TOP SC�''1'TOM AND MOi�TAR UNITS 8EH IND TILE AT gworv� SURROUNDS, TILE INT'ZRMEDIATL BAwsTeRs OR "L9 sPACrD 30 THAT A 4" cone. �' t'RC7lpUGT'S 5HALL M� OR EXCEED THE ACGEPTL'�? HORIZONTAL. Br.HIND YVALL 6, A • E�:T OR E�iGLED 'iHL` l5HOYV!'.R°S Y4" A . gi'1"L'•- BUILT PAN SHALL Be F1 1 - AND SPHERE CANNOT �'A33 THROUGH. •,. • INIDUSTRY STAND /EPOS AND ;SHALL M 5 05 or STAIRS. LEAK TESTED FOR 1Z S•IGX1F��:• "'ROVDE MILDEYV RE515TA�t1" b. Q�iG1.05ED USABLE SF'AG�;�UI�ID� STAIRS SHALL. HAVE F10'T'E: IT 13 REGOM1riF.Jdl7EL7 BY I�IN6 �:OUNT1� TO INSTALL A MINIMUM R.E4VIR04M47`3 OF THE UM40 Y�.S.E.G., N.E.G•., 9. 6LU•LJAM 5eAMS SHA .L BEAR A.I.T.G. INSPECTION E5 YyMIGH iCAULK AT ALL 11LE A ,C 50 IE5. ".5/6" 6M TYPE " Flftf TArW ON r4Al.1..5 AND 50"IT5• CENTRALLY LOCATED YVHOL.E HOUSE EXHAIJ57 PAN "TH A U.P.G.. U.M.G.. AND ALL Lr8 LOCAL. WO STAMP AND 314Al.L BL ARC141'TErG� SPEGIFIGAT'ION:S PROVIDE f=IR�LOGiGtNG iN GON SPACES B M 50r1E fRATTNb Op 1.5 AND 3I7�D INb To SHALL TAK>5 I°R ,�DENGE C�'VFR NOTE, 6RADE MERE Exro5ED TO VICK 3ATN AF STAIR 3T"6E" AT TOIL AND BOTTOM OF RUN AND 'TABLE 3-2 MAGI AND C.ONNEGTED TO THE AUTOMATIC AND OF ANN". $ 5TUO5 ALONG AND IN LINE MTH RUN OF STAIRS, IF CONTROL TIMER. THI5 YVILL FACILITATE MESH AIR • 4. UNL•F55 A 510NAL 5U1°RVEY PANIFt THE , NN T 1. HIN6ED 5HOYVFR 000" 5HAL L OPEN OUTYV P AND • 1 WALL UNDER THE STAMM ARE UNFINISHED. DISTRIBUTION AND REDUICE THE 1•'OSSIBIL17Y or MOISTURE PLANS, THE PLOT PLAN riAs DRAM FROM 6EN ~ AL 51TE TAK •~- - ENCL OSUFM5 SHALL BE MJLLY TEMP OR LAMINATED A 1. ALL METAL CONNECTORS SHALL BE "51MPWN• OR AN , csLA55 MINIMUM TH �cN1�5 _ /6" TEM , 1 /�� U 50L.1 FUG FAGT'O Y BUILT i�IRF.P�� LADEN AIR BEIN6 DRIVEN INTO 1144. SUILDINCY. INTERJOR LANDMARKS AND IS NOT To 5r. C•ON°�TRtJ APPROVED EG W- � F'RC7FE5510NAj,. 5UlRVEY. THE WmTRACT SHALL. E .. LAMINATEV AND MEET U.B.G. . 3TANDA�RDS• � AVID INSERTS COORS SHOULD 8E UNDERCUT 1/2" ABOVE THE FINISHED �. !°TAME 1�tAl1JN6 °SHALL GC7MPLY WITH USG TABLE ?3-11 E T FLOOR. FULL. R�'ONSIBILI•IY FOR MAINTAININ6 RE VIREO N11�16 OT Hmet E oN m"%mIN6 P .A" OR ON Z• FLOOR lit AT SHOVe" AND 1. Y+�T AREAS SHALL 8 . • M1 UNLF.5g NOTED UNITS 5+•1AL.1 BEAR THE STAMP OF AN AI'f'Ra'1r .' t. 5E~ TBACA<5 OR SHAH., AT His DI'SC.REnON, RV4WE5`t' THE SH �EVUL L ALL NAILS SHALL BE COMMON 'SKID- RE5i5`r'NIT. ♦,�� 11!511146 LAB AND SHALL BE i 45TALLEO IN AN CP - OMER TO PROV ICE A ONAL 5URVl~Y TO PROVIDE SECURE B 3. �:tl& FOR ALL 6RAF3 BARS � ' WARE NA1L,.5�. ,.-- YWTH THE TERMS of THEIR U5TiN6► AND THE DU I'ERMINP.15MI A 445 ANWOR OTHER ZQNIN6r 3, u;3E: C,tJT YVA'3HF.R3 AT BOLTED G0WEGT10N5. PPR PLAN, GAPASLL or 3U!°'° L 'tem nN6 A 3000 IMPACT OAO- MANUFACTURERS lN5TRUGTiON3. RESTRIG11oN°S. N GO1� WTOR3 eXrO5ED TO r ATHER SHALL E3 "` ' - =:'-� 2 U1�lITg 5HALL HAVE TI6HT•FITT1Nb 6L.A55 DES16N LOA05 5, Oft . 'THE' Co0%l�tAGTOR '.SHALL. ALL. PaGE�SARY <$AL%/ANI �ED HAVE' !':D COATING►. ROOMO N , �� . " E`ADILY L.E DAMN? L, E � ANTS 5HALL NO"TIPY 1 IS QP>"►IOL', r.." �U R . _ • PERMITS AND t SHALL BE FASTENED NTH - •RM5T 1. PRE-- FABRIGATW .SHALL BE DE�i�S►NE�D BY �4 PRIOR GOMBUI SMON FOR AIR AT FRONT OF FIRE BOX AND A 3/8 � I R TO ON5imol nON, Of ` ANY' RWISi�� OR ADDS � EDITION 4 AMMOMENTS f=A3TEN£�. • WASHIN&TON, 5TATE UCENS STRUCTURAL. IGiNEf3•t AND THICK (MIN) NON- �GOtriSV5Ttf3LE HEARTH 14Ti Y IIGH REQUIREMF.NT°S TED SY THE SUIL.DiN6 OFFICIAL.. CiOD • . • IN AKCB YwTH THE �!L � REQ;;�REMENT 5. SUBMIT 15 READILY DI5TIN6UI5HAf3LrE FROM 6 FLUOR. _ • Y'1lTNIN HIS/HER .�,JRISDIG't10N. � NAi1 C7 SHOP DRArdNG Y�T�I LN6iN�R'3 5EA1. FOR �" HEARTH E;Xri�N5iON5 PER V. 6 SEL�QW. b. THE GON1 RAGTOR SNAl.1. VE'RiFY SIZE ANT. LOCATION F,,,r.•_ Pj..��D AN1 �iAPHRA (5M COMPL :3 UNIFORM SUIU:OING GOOD 19q'7 1 ALL t'1..�'Y'IOOD FOR 5?RIIGTURAI.. U5E5� SHALL AL PRIOR TO FABRlGAT1ON. TRU55� MUST BE 3. 1�'R'O'�/iDE CHIMNEY G>� AND 517 PER U.M.G. Y�TN S�:ATTLE SUiL.DIN6 GODS AMENDM�11"5 IF OF ALL REQUIRE OF THIN455 IN P MALLS AND ROOF` • IN EI., CMOAL. COKFURM AND BEAR A & RADIN6 STAMP TFIE ANIERIC�J N STAMPED BY AN APPROVED ;t• 1ANUFAG7URER OR BY A AND Y�l.AB.G. STANL��JRD3 FOR INSTALLATION OF ,AP1°UGABL.E WITH PROPOSED M15GHAI PL.VMS tyr AND PRFFA13RtGATI.' -D ITEMS TO ICE HANDLED ArID PL 7IOTI(APA) AND NAiL USG TMILE 25-- QUAUiY OL AGENCY S -L-:.H AS Y4A3HINO TON Y404M FUEL SURNIN6 APPLlANGP_5. �� 1 q�t? YVASH IN6TON STATES P_NElRCyY GORE YV 1�t'.� 51 -11 � I�ANUFA1GTVRER'S 1�I f3`IDATiUNS. 11-B-1 UNDO. TFtIUSS 1= ABR1G�4TCR5 C:OUNGIL 14•. F`ROVID�: SEISMIC ANGHC71RA6 •j . POR METAL IN5TA LF�7 PFR 1°'f /IDE DIAPHRAC�N! 3i•IEATHtN6 AND NAIUN6 AS CONTRACTOR SHALL VMIFY EXACT SPANS PRIOR TO FIREPLAC CHIMNEYS. GHIMNEY5 TO BE ANCHORED AT .. - EA i I�ABRIGATIOt�I.. � EACH JOIST YWTN (?,)' 1 1/2"' X 1/6" METAL. S LrOOPPF.�7 �.. LOADS � • ,. .... . _ . _ FO UNLE55 NOTED ON P''t�.ANS. t�LOOR �, TH N ,, , . _ S. ,�rF'f'RG'yVED HANGERS T�U,�T BE USED A1' ALL AROUND THE OUT54DE OF THE CHIMNEY AND INSTALLED # 5HALL BE: T46 3/4 G--D EXT- APA PL "TH EXT. 6�, 1 32/16 GLUE TO J0157`5 AND NAiL NrM 10d O b" O/G CONNECTIONS OF , dU CKS, OR HIP lRU55M TO A AND NAILED WITH (b) 6d NAILS P'FR STRAP TO ROOF OR FLOOR: 40 PSF, ROOF: 25 P'SF, �4TTtG: 15 1 STAJF�:- • • - . E06E5, 1od a 10" O/G FIELD. MAIN GIRDER TRU55. NON•43Et•Rims PARTI'11oN5 BELOW GEIUN6 FRAMIN6. 100 P5F .. • _. -INT -SPA' PL TR E5 SHALL BE 5WARATP?"� M TFJJ55 kVM 51MF WN LAGOS ANL7 M �Y5 ;DECKS: 40 PSF, SALGON11�5 60 PSF.GU L5: 20a PL.F •; ROOF HEATHINb SHALL BE 15/3- C -D .1 M RY FIRS' G H I N • ... .. • . •R •r■ __ • r r_•-_•rrr•r rr• r_..r i i •_ice •rr•r rr• r a .!^11TH GUJE, P.I. 24/0, NAIL 8d a b" 0/G , 6d STG FASTENERS, - AY TOi° OF RAI � . �. ' C44IMNEY SHALL NOT SUPPORT ANY STRUCTURAL. YYEtcSH't' : A 1-' O/C FIELD 4. �E5 5HALL BE HA Npj-W AND INSTALLED .� IN OTHER THAN iT5 OM UNL 50 DE5I&NED. SEISMIC ZONE: 3. SA51G 60 MPH, ~ 4°o5mB B ACoCoORD NTH MANUI= AE:TJFZER'S tGAT10N5. 2. PRO1/IDE , A 4 fl!5518L-E DAMPER CONTROL AND . (UNO) G__.-..__ ITmLAonON AN " ACZESS �71rmDE GQMBU5TI4N AIR. (7 ENERAL. CrONSTRUC110N NOTE Y 0 SKYL 16HT'S �� 3. MAXIM TEMPERATURES, Ff UE UNiNG, IZiN6, rue S r .____...IL 1 VENTILATE Sf:'AGE.S AND oVERHANFsINCs UM . 1. 6L..ATlN& SHALL. BE INSUI:A� , TEM CVL.A55CTOF'), TERMINATION HEIGHT AND G �. E5 TO OMBU5T18L.E5 F Y�NTIi C� LD PENING4 NOT THAN 1 5O. _ SITE G4NI�1'T'iONS AN1� SITE Y`i4R�C L.AMiNAIW CvLA5 OM) AND 0 7/32" THICK MINIM M, 5HAL.1. GOMPL.Y NTH USG TAME 31•-5 AND 5k;A. BE.ARIN6 GAPACATY A55UME7 AT 2000 PSF ' (UNO) IN �' <.., IF ROIL_ G4NDIT'iONS f3`iC;411N UPON EXCAVATION. ��IZF:A. Di5 OPENtNcsS �T FIB FOR ��GH 150 SQ. FT . XIMA'TEL.Y o� viND�R BQtlAL 2• I�"RC�'V1DE A MINIMUM 4" G'�',8, PL/�SHE.I? AND COUN'fL"R 4. SEISMIC ANGHC�ZA6E SHALL SE PRD� '1/D l"'L. �D FOR - �AN5 OR A 50113 REF''ORT BY A QUAL.IF11�7 50I LS FLASHED AT TOP AND BOr'fTd!4 AND STEP FLASH 51D1°.S, MASONRY GIaIMN� AT OR .Y' t = U80 ENGINEER. ' !� FPER FROM THE ARIN 501L BE O GAPAC41 Y QJIUNED ,ALON67 THE LENGTH OF AT LEAST TYVO OMCS. rM SVE5 THE. UNiT SHALL HAVE- A C-ONI�#` AT TH15 3102.4.3. �` % A • •'.� DEARTH 1°RE53tJR '= ED AT 60 I'GF EiM IVALENT- FLUID W NOR "DE516N LOAD , OR IF E� CEZ51VE &ROUND NA ?� AND YlTH 1/4 CORROSION RESISTANT YWRE MESH ►.� STRUGT10Ns. 5. G NC M TO COMBUSTIBLE MATERIAL: X FROM PRE55UIRE FOR EASEMENT AND 30 POP FOR I.OYVE:R END • INSTALL f'PR. , ji��i.. FA�G'rUR 1~'fz'3 IN T, CONTACT THi5 OFFICE BEFORE •, AT SPACE OPIENIN65. FINI5i� AND TC, � r+"-,9 F' - • �. FiR�"LAGE SMOKE GHAMBM A1W CHIMN Y Y�1�4L 5, 6" GANTiLM/� tZ = TAINIrtcS ALL FOOZING5 SHALL. EXTEND TO BEi..OA THE FR05'T LINE» 2 V154TIL ATE ATT1G SPAGU NTH TiON • . _ S FROM FI1= E , OPENiN 6 AND 4.Ot .. ; . . •,.. . - �-nsl•.� MA�RIAL. SHALL BEAR ON VND15TUfR5W. NATIVE 501L EQUAL TO 1 /150TH OF THE ATM ET FREE.), MK4E3'"T '.,. 2. • NOT �rGKFfLL UNTIL HAVE BE MN t EM ERC►�Ncy nvs �� .t • . �. r4nm 1 2" .oP l ;#� SHA� DO N rjv-r I°' • .aE�Gfi E MAY E 1 PROVIDED AT LEAST 50% OF •�.. THE ��REA M 8 Fes, INCH OF G GL RCM OM tN6 EQUATELY BRAGEID OR HAVE BEEN Df 510NED TO R -.24ST THE iREQUIR W VENT AREA IS 3 FT. AZ$OVE EAVES l^rTH 5096 1. WERY 5LEEPIN6�� 6%;- '` '3A5EMENT SHALL f•IAYL ' 'xARTH BAC4<FILL MA SHALL BE '• OF THE REQUIREi7 YE�iT AREA It�t� THE EAVE5. b. HEARTH ION SHALL BL 4" MINIMUM TNlGK NOI�!•- ; AN EXIT DOOR TO TF1E OR A �►41NlMVM OF ONE 'NiI " r1>t��tVM GOM E 57REN6TN. �v P51 AT ?.5 DAYS LEAN, F''ML.E AND F �. OF ORvArtlG MAT1AL,.5. S. F��C.�fIDE AN AC.GF518L..E AT71G A+r�GE55 PANEL, ?.2" X Y`s1NDOY�i YVi•fIGH 1�EET'5 THE P.. YOUNG f�BQ<JIRItENTS: • COMT1F31.L MA7EI'tlA1 FiPARTN " IONS SHALL EX1�iD 1 b FORM THE FRONT OF AND 8 BEYOND TH E • 30' MINIMUM 1^gTH A CLEAR HEIGHT OF 30 ", 1NSiJL.ATE AND .17 SILL HM(SHT OF 44 AEY CLEAR OPENING AREA 5 1/2 SACK GE'MENT 1°LR CU/YD, MAX. 6 6AL., YVATER �: SIDES OF THE F1 E OPENIN6. IF THE OPENING 15 SArGK. • s �• ; '• YVF�THER- STRIP. ., � j, • ��• OF 5 '1 5Q FT MINIMUM G H tJ 2HT OF 24 MINIMUM 4. i�RG�VIDE 16" X 24" 5i°AGE TO UNDER CLEAR AD'TH OF 20" AND =•�- !.• . BE oPERA81rE FORM THE EXTEND THAN 6 50. f l ., THE HEARTH ION SHALL 1rtAX1MUM SLUMP 4 ", MAX11✓IVM A6C►REGATE � E j P1= GlAl... T �� � � Or'Z >K;.�IOY`ILEDbE . E:�CTr �7 ?O" IN FRONT of AND i2" BEYOND THE SIDES OF FLUOR IN51DE 5 0(*- 7 1 2 �• _ THE OPENiN6. HEARTH EXTENSiONS 5HALL BE READILY fRETAININ6 WALL: 2500 1"51 AT 26 17AY5, 5 1 /,2 SACK Dt3TIN6UI5HA$LE FROM 5U D1N6 FLOOR. • . . CEMENT PER 0J YY7. Y oR AkW SLABS To BE u"). . 1. SMOKE DEf'EGTORS •51•iAl�. 3E PROVIDED !K EACH �� . H . SA•FETY G G w : • . ,..__._ _.. . SLEM:nN& ROOM' AND 5HALL • �� iNST•ALLED PER • PFRE7D SAFETY GLA55 SHALL. BE NN5TALLED !N . 1, T� ... � W ENERGY NOTES . PER 1qc'7 �tS�G � CONCR M ..?A110145,, MOUNTED ON THE REIN FOKONG STEEL. t �:TE MANUFAGTURHZ � H 0J5 LOCATIONS, INCLUDING ARKS THAT 748E 1 OR .JOINTS AROUND ANDOA AND DOOR � CENTS ALL POST FOOT1N&3 UKLE55 NOTED AND C*aUN6 OR WALL GEN LOCATED IN THE I 5UE3JEGT TO HUMAN !Mt'AGT, GLAZING IN DOORS. bLAZINb , f'ENI> 8 N�U4LL5 AND FG�t�JNDAT"kONS, IDE 1" • F'UNTH., AT SLA55 OR 6" PUNTH5 AT EXPC5ED � q OR AREA &IVIN6 AC�GESS TC��.'�E.W H :SEFARA7E 5 6 FRAMES O AND ROOF AND B WALL PAJ�IELS M WITH iN A 24 ARC OF CL 05ED 17008, &LAZED A5?M A--615 GRADE 40 TH (b IF P05T 15 FIRE55URE - 1 EA7ED1. PROVIDE 6 F LOOR OR KNI - AN6 7 ,+AREA. IN 5TRU67URE5 VWT'H.= MORE_ THAN ONE STORY OR � � IK. FROM SILL Pl_ATE5 TO FINISHED GRADE. IDAMf�'- PRC7OP 50. PT. 1NNEN LESS TI-IArt 18 ABOVE F �}� A BASEMENT, A SMO.K�.%E'TEGToR SHALL SE � OPENIN65 AT PLNE'1'1ZAT101�1� O1~ UTiUTY S�YIG�a SURPAGE AD AS DE5GR18ED IN U.S.G. 2406. S� y THROUGH ViALL5,, ROOF AND FLOORS: AND OTHER 5UC44 tzAM iN(5 LUMBER A5ETHf!NT FOUNDATION YV WITH 2 GOAT'5 A PHAL.71C 6LAZJN6 15 tR£OUIRED TO BE i MMANENTL•Y MARKED PLR IRSTALLEV ON EACA-1 STORY.i:Kl IN THE BA5EMENT. IN OFTNiN65 IN THE 5UILrDINC-7 ENVELOPE, INCLUDING AG4E55 NNI 5 OTHM NOTED ON PL #4U r UL.5ION U �3G 240 ' g►PLtT LLVF.3.. STKUGTURES, PP7�/ rIDE St�GKE DETF�G�"4R3 ON 1�'ANEL.S INTO UNHEATED 5F"AGE55, SHALL 8L? SEALED, UPPER LEVEL, UNLE5;3 SLE:E�G ROOMS ARE L+OGATED ON GAULK�, bA5 OR WL�,ATHFR-- 5TRIPPED TO L11r117' AIR PLATES ANI3 51LL.5 H1= *2 OR BZIR(F'T • �Z�1N F4RG1N� LOWF�R LEVEL, THEN 5Mo1cE VE , TORS ARE (REQUIRED ON HF FLA5H 5MOKE .. IN5TA . GTR {G, AL. BOTH LEVEI ALL L. • rgWTORS SHALL' SE # UDIBL E L- �GAC�E. iNL'ATHER5TRiP EXTERIOR DOOR5 AND DOOR5 GONG) " K P L.L REJNFORGINO PER A.Col STANDARD TIC Ir~' JOININ6 UNHEATED WAGES. EXTERIOR OPENIN65 5`TUDS HF 51VD 6RADE DRAG E. LJGE C.OR1�lER N 8 f 1. EL.EGTRIGAL GONZ'RAGTOR SHALL EVALUATE AND IN 5LEl� " NG p:DOtrtS. AD . ANO GO TiNUOUS AR5 NTH A M OF 30 VET 5ZMINE ADEC�IUAGY OF EJCISTiNG AND MOP05ED � EXPO!D TO MATH5lE SHALL Sir EV IN 5UC.H A J015T5 AND RAFTM;Z 5 #2 AR O AMETER3. MINIMUM SAR GONG : EXFOWRX -. Z. SMOKE DETF..GTOR INN .Y'{ GONSTRUr..TiON SHALL SE MANNIER AS TO MAKE THEM NEATH . ALL P05T5 AND HEAVERS OF *2 TNER " " E,LL�GTRIGAL. SETiV1GE AND 1 °RC�'1/iDE RE�JIRED GIIZ�:I�IT5 DIFZFGT Y�IIfZED 10 SUILDt�tglmr JY iPR Y�UTHC�V1' A Dt�SGONT�IEGl' F � G WEA -', TO EARTH 3 , TO OT1•IFR 1 . ,moo AM E PER N.L.G., STATE AND LOCAL P,�IFRbY r`L C�OVI�TERFLASI•IIN6 AND GOPtNtS, YVh1EN OF $FANS D 1 t �lBeD ANCHOR BOLTS A MINIMUM OF 'T' U.N.O., f'L•PrGE 3�YWT GH C7TF�F3R THAN Polk m. �iT TION AND METAL, SMALL BE NOT < 26 6A C�ORR0510N RE5I5TA1�1T GLU -LAM BEAMS (SIMPLE SPANS 24F - 1/3 THIN 1Z" OF ENDS. C.OD •r5, AN1D MANUFAGTURER�S SPEGIFIGAT10N5 FOR MU5T HAVE BATTERY BAGiC -�� ALL OTHI�'S MAY BE . Ir'ROPO5EV T5, E5 AND I�QUOMENT. RA Y TED. METAL 6LU -L.AM BEAMS(GAN mEI/ER) 24F - NEVI FOOTING5 SHALL NOT IMP 05E "UNDE5IGNED" SEPARATE PERMIT REC�I1JIfRED. _. 2. PROVIDE. VAPOR SA JRJER5 AT HEATED 51DE OF DECK J015715 P.T. HF *2 AD5 ON NEY4 OR EX5TiNCG BASEMENT OR RETAININC7 INSULATED A55F.M5UE5 EXCEPT AT INSULATED Y4ALL5 PITH DECK BEAMS P.T. HF 01 • SECURITY . J. M EG�•I AN IC.AL -- .- •_.- -. , W.P. 104ALL 130AR17 AND AT SHOWER CEILINGS. � • . R FURNACE OR GA5 N.YV. SHALL.. NOT 8E 1. PROVIDE. 5 AT E AND GARAGE 3. PROVIDE b MIL SLACK, POLYETHYLENE & MgTAL GONNEGT OR-6 R � 1. t4A M Af . LUMBER AND FRAMINC-p INST UNDER 5TAiR5 AND SHALL HAVE DOORS NTH A MINIMUM 1 /2',,THFROY4 DEAD BOLT NTH ' AT SPAGE.S. LAP 12" MINIMUM AN1? LAP UP 1. FRAMiNb LUMBER: K.D. TO 1Q�6 MOISTURE CONTENT, 1/ENTS AND DIRECT OUT5IIDE GQMBUSTiON AIR. O LE NTHGUT i N GE OR FOUNDATION TO A HEIGHT OF ADJACENT EXTERIOR "5IMP5ON" BRAND OR AN 4450 EM IVALE1 RAVED PER 5TV. &R ..IN6 KUI !'°'�R Ka.WiD. OR' 2. 6A5 APPL.IANGE5 ill &ARA a 5HALL BE ON A 18" NIGH TOOLS. GRADE. PA. AS APPL,GASLE. AND SPEGII� PER PLATFORM. Z• PROVIDE 085ERVATION PORT O 54 " - bb" OFF FLOOR IN�ULATIr F wIALt..S AND ROOF Pf PLAN. RAMING PLANS, bEN�1., NOTES AND "DE516N LOAD R 7`'g PETIfr: TRA 6��ZA�GE TO N0U5E AT UNGLAZED ENTRY DOORS. 5. FAGFID iNSUi}+�T10rI TO BE FAGS ST MASONRY .. S. AI DUG 3. �F'ROVIDE SEG�JRITY FOR wJND4Y'I5 < 1Q' FROM FINIS T". SEPARATION SHALL BE 2b 6AUC�E MINIMUM OR 5HALL b. INSULATE HOT AIR DUGT�• IN NC�1�1- HEATED SPAG� " AR � PER TABLE 4-lb (R -4). . ��;!i�AORTAR: TYPE 5, 1 PG, 1/2 LIME FVT`TY, 4 SAND. STEEL: 5iLL P1..ATE5. DECK 5M- 517;WC WE5p F'05T5 AND E '' . ' " "� HAVE APf'ROVEID DAMPERS. `1. INSULJ4T� -�4._ OF P�tME� of SLABS AT HEATED '�� �' 40 �. .. r....... .r_ EAM5 F}4'CSW To M.ATHI R AND ANY YVOOD IN GONTAGT . 4. DUCTING SHALL 1rtEET V.M.G. FSTANDARDS AND '� TH GON SHALL BE PRESSURE. TREATED KTH AN 5Y5TEM5 ARE TO BE BALANCED. CONTRACTOR SHALL •• C��CgE 5EP9RA DOOMS k4TH R--10 RI61D INSULATION. ti ..rw.._r. ••1nr.rrur.r._..•r.• •_i i irrr w•.rwww • �\ , � s` 1. 6/��FZAGE/DYYELLlN6 Sz,�FRATt01�i SHALL CONSIST 01; 6. INSULATE HOT WATER FIFES PER TABLE 4• -1'1. �; • OVER P RFSERVAT". WWMN5 AND F 05T5 5HALL pRoV1DE MECHANICAL DUCTING OIAGRAM5 /SHOP . GULAT10N5 IRIRET'��I°'ED 5 /P�" 6Y�IE3, TYPE 'X" APPLIED TO ALL GARAGE '�i. PR01/IDE 2.5 C�.I°.M. FL..OW RITRIGTOR5 AT EFRAMED TO 'TRUE END BEAFZING NTH ADEQUATE N65, EC�IJIF'MENT 51Z1NC�, HEAT 1055 GAL � LSHOY'�RS .. GHOR5 AT TOP AND 50TTOM TO AVOID Uf "UF"T AND AND MANUFACTURESR'5 DATA ON E WIPMENT EFFWAMCY SURFAGE5 AtDJ011�1 IN 6 DY�UN65 LJViN6 AT?iG AND CARAM 15 PLACEMENT. ENT. PR01/tL� LA TERAL PPOR'T' FOR N3 EAM 5 7`5 RE1/iEY�i. SF"AGES U.N.O. 10 • YVATE.R H EATERS 5H ALL MEET 1 �T N AEGA. OF •, . TT:RAL 5U FO ARGHlTEC. AND 5F'A ' 2. GA�FZA&E CEILING NTH LIVING S V°511�1d 11. Ei.EGTRIG Hi^i TANKS IN NON - HEATED Si'AGES 5HALL R � 1 rc c.0 ., . , SAND J4t5T5 PER VBG 2346.7`. PR,OViDE 'S, t3ATHROOMa, LAUNDRY ROOMS, KITCHENS 8GI OR =SHALL USE 2 L..A ..: 1 /Z" 6WB 'TYPE "SC'. � t BE PLACED ON A NON GOMf'R�5iE31.E E�URFAGE AND THE PC7iZARY E31�AC•11�16 AS, �:EQUIRI3� UNTIL ALL PERMANENrt ROOMS aHAL1 NAVE MECHANICAL. E�41AU5T N IR16iD S. STRUCTURAL SUPPORT'S FOR DI�LLl146 SPACES, FLOOR INSULATED TO R - 10. NNFGTIONS AND STif =F ER5 ARE IN5T'Al_LED. DUCTINCS To EXTERIOR, WITH A B DAMPEJR . HV MINI T F= 1/2" ON ERGY MEN IN THE GARAGE SHALL AL50 BE MAPPED 12. AG EA2 IPMENT SHALL BE SIZED TO A. MINIMUM OF PROVIDE A MUM Ja15 BE.ARIN6 O 1 CAPABLE C� 5 AJR CHANGES PER HOUR. SEE .. l D, 3" ON CONCRETE. ANV INIa00R' AJR QUAU7Y NOTES POR FAN VOLUME AND INGLLUDIN& INALLS, POSTS, BEAMS AND JOST5 IF 100% AND MAXIMUM OF 150% OF THE DE516N LOAD , � ' •' r . 5UPPORTING F� ('UNO). INSTALLING C ONTRACTOR 5HALL PROVIDE 5M& • 0NE RATING. SEPA LATE T !~L PERMIEQUIRED. C. pERM�'T C '4 E 5 R . �4. AIR DUCTS FTNETRATiNv THE 5 TiON SHALL BE AND HEAT L055 GALLS. , • 26 6AU6E OR HAVE M APPROVED DAMPER, 13. RE .E55EV Li6HTiN6 SHALL 8E TYPE 1G Ott NON 1G ` 5. 000R5 FROM 6I!J A61! TO DYVELLIN& SHALL BE 1- INSIDE AIR -TIGHT A55EMBLY (1 /7 6M BOX). _ . r S/W 5OL LO CORA 116HT F`rMN6 AND 5ELF-GL'.05Ih16,� 14• Y�ND BAFFI TO A POINT 12" VMOTICAL.LY :f • . ' A50ve THE TOP OF INSULATION. • r � • i i It ' f46T• -. H15614T 1^t•I• i�1Rt�U614T' 1RUN 27. Psad sadbg (tv firsatier - . s - ( min) or loo 1•Ii.1. 'HEAT' LAMS' '. �7L /s" (16 asap • HY� HOT Y • • . TABU =,$: I t z iw UNIFORM BUILDING COOL • R i N . � l�Io. (20 min) i j . TABLE ?3- 11- 8�•1•--NAIUNO SCHEDULE • • ' AS. ANCOHOK DOLT INCA.. tNGWDE waLSto ABV• �� IN1' IN 1. Joist to atU or gie , toau0 . .. , for wail �x 6 a>by be co mma bout ar , ' A%LT AL "[ " �,, LAMINATW UNeN im 1. 8rid to joist. toenail hod Z •8d • ay. ' f30 ARD MAX IM/4�4lrtUM 3. 1" x 6" (25 ante x 152 mm) =ubpoot of lea b acb;oiat, Is= sail s � yTW t shonk 3 Dd�'ed bCornosiou- resiataot aiding or cmins asr�s c�o�a►[onnina to ft. raquirut of Section 230'. �:. - 7 Fgst0n specad 3 Indies (7b man) oa oaater st e:xtaior ed� sod 6 iacrc�t ( 152 mm) oa ceuier at intartnedisla t/2- 7 l /44n ds (44 • ' • �31r1 �la.AM His* 'MACoHINC !'COL• T 4. WMK OM 1' x 6' (73 a= x 152 woj snbAoot to 406 joirt� lion soil � `, 34d � CANT. GA�lT1 MIN MINIMUM S. 2" ?51 mm) twbflm to jolt a bllsd usd hots with oommal / 1 � atRr crown 2 2304.3. ' 2.161 ' G.$• DOLT IKG,, NT3 INGl1n7L NOT TO 6, Sole plats to a bkwk1% typical fsos aril Sate plats to a blood* of bread wall psseis � 16d at 16 O N ate) 0-C 3-16d pw j6' ( X06 mm) . . iGDR 'iGr•J. Gl�7AM GLIUNO .=air Off+• o vMOICL 0=1 reTOR 7. TOP plate to 04 and 0811 :' 2.16d . GL CZ24T MWIUNLs O•G. ON Ca4TrjK 8• Stud to sole plats 44K mil or 2.16: eod aria EJ...F oTRtG BA WARD • Gl.!'C C.1.l�•J�R O.N. LOGA`T'E OM ER 9. Double stodo, ba rse�il . CAM COLD AdR PZTUFt 16d at 24 (610 ma) ora. vrc GQ'M , GOMMON 0 ��'t"L7 BOA" 10. Doobtad tW okieN typical lice no CU51C F IMT P HlNUM 164 at 16" (406 Bunn)) as $-16d . • coomr 4.0Ml'CMT10N 1I BY OY*MR Doubia +op pmei4 jap spiia • �1.•�GTRlG 1r1 t L.fC�i� C� 5 C.c�NG C4ONGR I P!•TE u, Bpi betweeat joists a ra!le�ra to top pi" toewail 1 �C.ONTINLiom P•Y• t '� 12 Rini joist do top Platte. toonall �d at 6 132 • d PENNY �"' j. 7bp Plates. laps ahod iooerserika hm oail V 2.16: V • 0.13. O 1 �•'�' . FtJ9 ER 14. Coatiaswsat baada� taro ; ti 16d a 16" (4W Bruce) O.G. alms each wise I�BL. . x7QUBLE Ra i 1• t7ea'li n joists too plate„ t�oowl 5 SPW,. AP'!"UANGC 3-8d r OlAlri C'a"C'H iR13 F•= AND !SHeL F 16• C01tt YOttt basder to abtd. • 4-M 4 • ' ' ......., • 2#" n I Ia�OU iT. ilionr, boo a - Chu over , 3-16: 3-16d � - .1^I. Wo•! AAY 1"40 Kdv" SA41AN 1 mug job" "M as* ho a 3-W ' } C L':�43TIN6 �.G. I OL" C ORE 19. Rafter to pima, Iona . MAW Ej�gapg� 3HT ��T X 1" (25 scull) beam to mA stud asd play, boa nail .1 2-8d 4 , .. MXT ( 3H 1�3i4BLP , . 21. 1 x Ir (25'mm x 203 asm) of rhos to am* bessis8 taco rill 2-8d FIN f4NISH SKY • 21• Wf doer than 1' x a"' (a moat x 2a3 on) abestldn0 b each beadu , fem w l � • `. .. �R�sLA 31.0c9► 13Ux7It46 2& Built-nQ come: sba�dit 16d at 1r4" (6I0 m) • ` ' • Pi.l. IRLOOR lj=T - 31'1 BH .SEA 24,• Buil Luf girdet sad bas= wd at (813 man) o•tw at iop sad bolt= and staggared 2 -=d at ends and at each splice I .P.I.. ros 1 P'L OOK UNM !° or °51w ? T4 T1E 2S• 2" Si m ( ) p 2 - t6d at each bearia6 � . �P IR1R T. 8. TON` EL BJ�R � � 26. Wood stivau puseis sad patieibbaeed: "flow and wall sitw?sthiwe (to trsmiu� PTO � � C70?'M '?'.j'L TOP P'LA'T: � / 12.7 mat) aced lea ��•/ _ it 6W -LAM 13F.444 TyrICAL �7 • OW-19 �L. &LA55/0LA�6 T46 TONOUP � 6�M . ».1"' �s rma) " So 6R (SRAM U�ii'�tN. UNF1N13H� I �? -1 h ('Z9 care -32 M) l le or ; •6Y`R3 c1r'PJ'M OARTa U.N.O. 1Jh14'.B3 NOTED O'TH.RY�3E C�vmbnsstiou (to ttsaa , HO HO '1.13. V��f'OR 1 �1� » -"' (M asst -?.S nun) . 8ds - . - - ' • 14L7R H � '1�.6. YMTIGAL 6RAN 1 Ile -It /4" (29 =us-32 mat) loco or 80 . i4R H L V4000 - Mo ' f46T• -. H15614T 1^t•I• i�1Rt�U614T' 1RUN 27. Psad sadbg (tv firsatier - . s - ( min) or loo 1•Ii.1. 'HEAT' LAMS' '. �7L /s" (16 asap • HY� HOT Y ?•8• Fibetbosrd shesthia8 . Ile OW nw) • lro.1) Et•s 6d • 'may a,,l�.. ` Na t6 go .lr y.• .. .•., . � l�Io. (20 min) i j tolerant pathslias ' • ' 1 ICoanmw or box naft be used eaoapt wiure vtNOwirs slated. �por� =Nails MMW at 6 lacrass arts) oa at edsea. 12 itrdks am") at IniamodLue xts 4w=w 6 it�dras 132 mm) at ad when spotlit M , For =III of aces: dal tat tad and sheaf wW* w b Seeth mt 231 .33 awl 1315A Heilt 48 iacbe� X1219 m=o) a aior�a. S pe, . • . .. , for wail �x 6 a>by be co mma bout ar , ' • i ' dOfOrraOd sirsak. 3Co o r �D Ot i � V h• .. • r 16. • • . • s � yTW t shonk 3 Dd�'ed bCornosiou- resiataot aiding or cmins asr�s c�o�a►[onnina to ft. raquirut of Section 230'. �:. - 7 Fgst0n specad 3 Indies (7b man) oa oaater st e:xtaior ed� sod 6 iacrc�t ( 152 mm) oa ceuier at intartnedisla t/2- 7 l /44n ds (44 - reststaot roofing aanails with T - 11 IBM head and ro: n langtb for ch tea) sbealbia� urd assn ) /16 E � t� � ) . r length for � /3r+oeb► (20 mm) sheatbus�aahfamio to the nequirehrnenb �� '•3 for l! a�e1s 12? Hirt~ l�r+adt Hop) ka�it ' inch 1� /i ) eat ) slluta6 sad 1 t (38 with oommal / 1 � atRr crown 2 2304.3. ' . A8$RVI� N5GTRIC. ECHANIG b taa� sbe:athin ootif �o t1u iratnents of Section tePurei suppo at16 usdw (406 mm) � 1 Cb s 5 rum) if strw%th axis in the Z Iona direction of the panel, sale" ataiked cad" or fiaisk haw 2 ed 12 ' - s hm:r at intarasediat�e . (13 races) C� ) 1.1C�HT1NC�r . I • ■ bra• M- ••A••• . spaced hncou � 1Z le ) on W. W edges. cha�t (303 taco) 81 1 supports• tt 8t 24 Who 6 0 mm 'o or [iisish rssiis spread 6 tads (132 oust O Panel snppofts ( ). 8 � ECM el- WCO 1 ua RYI * METM ewIG 6RU jJ v fzmLT IN rr C.IR" T MP ,h1..WTSUO 5eRY1GL FDAh = o vMOICL 0=1 reTOR . U.6. !^l•3.L V4ATM 3 .. VIGF_ UNI: r ^IH 01 !a RIG r4A" HM*TM HBO mom BIBS EBB EJ...F oTRtG BA WARD G.0. GLE1 OUT L P .O. LOGA`T'E OM ER CAM COLD AdR PZTUFt - vrc VENT TO 0UT5VF. GO=M CU51C F IMT P HlNUM . • • �1.•�GTRlG 1r1 t L.fC�i� C� 5 .. • • 5f^ftT'GH r em El 5C 11R4 PANEL 5 JRf AGE Libi fT 1 3 8 r4AY STC•H M.WTRIG ME r4AL.L. MNT. LIGHT' • v OtM1rIP.R 3WITGH :SMOKE VC rr: ,TOR FU5CES5W L16NT . r. - .• T 71MM SWCeH V EA4Av5T FAN • C44ANDELIER ' 4 . CABL E JA K rL LkARE5GMkrr • • ,HALF 5WC.HEI7 �! �OORBL=l1�GNIr�IE TRACK LIGHT SPW,. 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S _ y ' PooK MAN PAGTUR? E - xeo t4e ,.1 TMLE 64 • = -- PRESCRIPTIVE REQUIREME.NTS�'� FOR GROUP R OCCUPANCY CLIMATE ZONE 1 - Wail* Wsil• U- Factor Waq • i�: •Door z v� Ine . . 63 • j (' � '' C@� V+e F� on • % of Floor Ve ftW. U- Fac�►or Ceft Grads ds Belonly Below - .. Gra ........._ 4444.. _ Grade Grade Le l7 ,.,, L .12% 0.35 0.58 020 •R -38 R -30 R15 R -15 R -10 R -30 R -10 • • r 1L* .15% 0.40 0.58 0.20 Rd-38 R -30 R- 30 R -1 21 R -2l R -10 R -0 • HL Unlimited 0.40 0.58 X010 ,R -38 R -30 R -21 R -21 R -10 R -30 R -10 Giva R-3 • • . on E ' 'Reftrcme Case _ ' .• .� • .r. '• T ' ' .. t. .•....ai .. a.•.. -. r.:.nY ay.+:l.... _..•.. .i-. •Y r • .. - ... ff Ir UiPMENT SIZIN FORM - • 3u In g Component ,Description �J or in H Loss Gorn po Went Hit oss Value' Factor loot a in 3TUH • ., A, r4ndow.5kyt to Double AAMA tested .516 �3• ?4. X30.0 345q.•�8 Sl id ing 4 Swtnging Double AAMA tested Z75 t �,� . • .. - Gl Door 13 , �e Door 13/4 w/panels ,570 ?rb.22 • • .._ i � 13/4 SG ,330 15.18 Wood 13/8 5G 1 1'1.6 -316.44 AV Insul. metal w/TS .1410 8. '20.0 1"t4.80 • • •„_, �,p � Inp metal w/T3 .142 6.53 i G. /Gail R•-30 .036 1.66 i • !Z?.�o.�}• insulation hC - 38 .031 1.43 .4 � + � D. Y�tll insulati R - •,1 wood studs •x002 3.'T? 110.4 b ?1 A2 lo � i above a below grade R- wood studs ,088 � 4,05 1643A 50 •66.86 wo R - 21,od studs - •OS 2-.62 • •' M Floor Over Unhe 1 �'� � ated , R -1 9 .041 1.0 g5p.0 • � insulation R..SO A29 1.33 F. Slab On &rode floor 1?--10 .540 .34-04 f • eri meter insulation - • c5. 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CU YDS YDS PER PER LOT LOT f r; 9 :t f , a h, i GENERAL CONSTRUCTION ]NOTES 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998). 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT /APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE - CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1- 800 - 424 -5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12 ") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS -1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE - CONSTRUCTION MEETING. 4 12. THE CONTRACTOR SHALL INSTALL, REPLACE OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITYS STANDARD DETAIL NO. RS -14. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'), UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. . 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAILS. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6" FOR SDR 21 OR 35 PIPE. 21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR - ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. DS -11. AND DS -12. 22. BEDDING. BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL SANITARY SEWER PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. SS - 11. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER WSDOT STANDARD SPECIFICATIONS SECTION 9- 03.14. 24. PIPE TRENCH BA "'KFILL MATERIAL WITHIN THE IMPROVED RIGHT -OF -WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF TUKWILA STANDARD DETAIL RS -3. 25. CONSTRUCTION OF F-ROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND TH CITY OF TUKWILA. LEGAL DESCRIPTION: LOTS 9, 10 11, AND 12, BLOCK 4, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. GRADING AND EROSION CONTROL NOTES 1 WITHIN THE CITY OF TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS, MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. SANITARY SIDE SEWER CONSTRUCTION NOTES 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 3. THE SANITARY SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. SS -1. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. WATER SERVICE CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -18 AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TUKWILA WILL INSTALL THE METERS. 3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO WS - OR WS 14 CONTRUCTION SF -r 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE TO LOTS. 4) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) INSTALL STORM DRAIN ALONG 45TH AVE. S. 7) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDINGS. 8) INSTALL SIDE SEWER, WATER SERVICE AND OTHER UTILITIES. 9) INSTALL STORM DRAIN CONNECTIONS TO THE 45TH AVE. S. CB. 10) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. 11) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 12) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 13) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. ' 16) CLEAN OUT STORM DRAINAGE SYSTEM. 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. EARTH�PORK ESTIMATE CUB FILL 20 50 CU. CU YDS YDS PER PER LOT LOT f ON v VICINITY MAP SCALE: 1 " =4 MILES These Plans have been reviewed by the Public Works Department for eonftxmancx with curnnt City standards. Amptance is sobiect to ermrs and missions which do not authorize violations of k1wed stimdm& or oedin>I I f I L The responsibility for the adequacy of the desip rats totally with the desiper. Additions, ddedons or revision: to these dsawk aher this date will vOA this aooeptaaoe and win require a LIM ttal of revised dmings for subsegsent approval F W aoc it is w>Wt to Bedd inspe em by the Pubic 'parks WiNtias inspeaar. Due- D Zl2¢ /0 �v 9 SHEET INDEX SHEET 1 SPECIFICATIONS SHEET 2 45TH AVE. S. STORM DRAIN PLAN SHEET 3 EROSION &SEDIMENTATION CONTROL PLAN SHEET 4 LOT GRADING do DRAINAGE PLAN I)D S _m 0 3 ? Z O � w m W QQ 3 0 _ N Y NW CD 0 O a Nm s � 00 0 00 .1 ._j J J ru (n V) 0 C4 �aaaa a lo It) L0 0 r y 0000 0000 poo 000 Z Z Z J J J j Li M Li Um U Lj z 04 tool C3 m a as Z ��o 0 CD �1V) aAw ce ov s Z Z PROJECT NUMBER 04002 SHEET 1 OF 4 1 . .. . . .. .. .►r•.r.► -..r .... .+ �. w. �• a �+► ...�..:......if�1tir. .. ..+r/..�i+i.r��.i4�...Mf.l. .:..,...vr.W ' �tf �:+�i rl7M��y. '�' i._•'� .: .0 �.wh��.�!.'wi • Ap. f 9 :t f , ' 1 f These Plans have been reviewed by the Public Works Department for eonftxmancx with curnnt City standards. Amptance is sobiect to ermrs and missions which do not authorize violations of k1wed stimdm& or oedin>I I f I L The responsibility for the adequacy of the desip rats totally with the desiper. Additions, ddedons or revision: to these dsawk aher this date will vOA this aooeptaaoe and win require a LIM ttal of revised dmings for subsegsent approval F W aoc it is w>Wt to Bedd inspe em by the Pubic 'parks WiNtias inspeaar. Due- D Zl2¢ /0 �v 9 SHEET INDEX SHEET 1 SPECIFICATIONS SHEET 2 45TH AVE. S. STORM DRAIN PLAN SHEET 3 EROSION &SEDIMENTATION CONTROL PLAN SHEET 4 LOT GRADING do DRAINAGE PLAN I)D S _m 0 3 ? Z O � w m W QQ 3 0 _ N Y NW CD 0 O a Nm s � 00 0 00 .1 ._j J J ru (n V) 0 C4 �aaaa a lo It) L0 0 r y 0000 0000 poo 000 Z Z Z J J J j Li M Li Um U Lj z 04 tool C3 m a as Z ��o 0 CD �1V) aAw ce ov s Z Z PROJECT NUMBER 04002 SHEET 1 OF 4 1 . .. . . .. .. .►r•.r.► -..r .... .+ �. w. �• a �+► ...�..:......if�1tir. .. ..+r/..�i+i.r��.i4�...Mf.l. .:..,...vr.W ' �tf �:+�i rl7M��y. '�' i._•'� .: .0 �.wh��.�!.'wi • Ap. �•.. .1f 4 w .1 • ..,v...b., ao , I., _.r.... _y, .... -. ..._ _ , -. ...• , - .. —1.-_. _ of It 4r i... .. ..� ... r: w. ir. w► i:.. 4r.. r. rw►..►..`. 1MjW.•. A+. i++ r� /?..•ir.n►:w�..i44.�W(r.i.iu.+� ►i►.iwS ,J wr,.�.,ryM�++..r_� �. jy�� NW 1/4, SE1 /4, SECTION 10, T23N JR4E, W.M. OH OH OH - OH OH OH DH OH OH OH OH OH OH 3 .o•► `� ~ o G G G G G G G G G G G G C dk W W W W W .. W 'VN W W W n , ; W 1N .1N � , _' W •'. 45T VENUE - %: *;..a V I.- % % G 6" PVC SEWER MAIN S =0.30° . , t '• ' ' ... . • ';• • '• • • t ;,' :r 1 - ...r• • . I'L,i +' % • - S ,.... -.. •• i. ' - ... i ••!+ '.•. _ • •* C .� 1.� L. r y. �� ' S .. • 1- ' S •� • , . Lim • , _ • I % '.�. .�- �.�' '.. -. ., 1 �� �' ~.�. i� •_ .r+ S. _• . .� �C.� .... ' -� �« _ • tea. • .r - •' . 5' _ o e on '3 `a 0 Q`' 7 000000 -�" s 000000000= 0 0 0 0 x II' O O O O x V © 0 0 0 Q x 0 0 0 0 0000 .Ir 0 0 0�0 0 0 0 < � � ° o o h, '�0 o o oo c . � -o 0 0 0< � o 0 0 o c I � to a 6 0� � :. o 0 0 c � . •0000 OOO< : IM q (� 0 0 0 0 .0 . I { tom - 0 1 ..'0 o 7 ° o {t 0 U '.o 0 o 0 O 0. c ' O nil r 4 0 0 0 O O� O Ir O �' O O O' Q O'er 0 o O c 0 0 c I �0 O O O I O o.o c I 0 -O Q "'�? � d c� 4.' 0 0 0 O< -1 p O O 000000 =-O 4 0 . �- ; .�'b O 0 � 'O . 0 O . � '� O I -� �0 0 � 0 I � :..0 Q O O' � O O , O , I o O +d'� I 0 0 0 < c� •O 0 0 0 �O O O 0 c� <.� .0 O O n 0�O n O�� II �/ � 0�0� n 0� III n 0 n 0 n 0 n 0 I n 0 n o. 000 III PERFORATED TIGHTLINE CONNNECT10N CLEARING LIMIT IS THE '• - .� III 11 III I�� .. il *GT Ti fttff ) % 1-1 . •., ' '. III .Il , : • . 'r . ,; -. 11 I II I I I • , :. ' ( PER DETAIL AS NECESSARY PROPERTY LINE :. 111i '. . t '• II . • . ,.. . •' • , ,f II ( II III �� „... •.•'' :. III �� 0 00l ••'' INSTALL TEMPORARY CONS *UCTION ENTRANCE H A Nor PER DETAIL (TYP) I I I Q . •� F.F. 112.99 I F.F. 112.60 I } F.F. 113.27 Y PROPOSED PROPOSED PROPOSED GAS VICE LINE (TYP) - _ I' Q `•'� GARAGE I GARAGE I:3 _ F.F. 113.54 GARAGE a .Q PROPOSED , I I , Y o 13 GARAGE 4 o 5.01 I . 5.0 0 ° `\ .0 I PROPOSED PROPOSED PROPOSED RESIDENCE I RESIDENCE I I RESIDENCE I I I I PATIO ♦ . .PATIO PATIQS 2 0 , - 0„ 20, _ 0,1V _ 0„ ! F o Lot 12 Lot 11 ,Lot 10 i X ...� c'__.. X X --3 q� - ---- -- X .-.. -. _.._ X X 30L ._ �(--- e l-sol� r C e • . •' ' ` . • dam � • + r r '. r • J• 12 DEPTH ..' •�° / :4 - QUARRY SPALLS �� r • 0. Ir 0-0 GEOTEXTILE FABRIC UNDER QUARRY SPALLS �d (MARAFI 60OX OR EQUAL) 3 � . � I O 5. 0 PROPOSED I RESIDENCE I I I . .PATIO Lot 9, I x -3ot x CLEARING LIMIT IS THE PROPERTY LINE STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION. ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 3 TO 8 QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9 -13.6. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12' THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 100 FEET. 4. WASHING: IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTUNG AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 STONE, AS CONDITIONS DEMAND. AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE I► Ir it (CLEARING LIMIT IS THE PROPERTY LINE FILTER FABRIC MATERIAL 36" MIN MADE ROLLS. USE STAPLES OR MARE RINGS TO ATTACH FABIC TO WIRE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2'x2 BY 14 GA. WIRE FABRIC OR EQUIVALENT FILTER FABRIC _ MATERIAL 2 BY 14 GA. WIRE .^ FABRIC OR EQUIV. IN STANDARD STRENGTH 24 "MIN 'FABRIC IS USED 24 "MIN 36 MIN r „ MIN. TRENCH. 36 RAIN 4x4 CH. F BURY BOTTOIA OF FILTER BACKFlLL TRENCH MATH MATERIAL IN 4 "x4"�TRENCH_ - NATIVE SOIL OR 3/4 WASHED ROCK 12 I 6' MAX. I 4 MIN . w ' 2 X4 WOOD POSTS. AN OR BE w TS STANDARD BETTER OR 2x4 WOOD POST EQUAL ALTERNATE: STEEL FENCE POSTS ALT: STEEL FENCE POSTS i NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPUCEO TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND MINIMUM OF 12 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES MADE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. , D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY MARE STAPLES AT LEAST 1 INCH LONG, TIE MARES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 1 F. WHEN EXTRA- STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE MARE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. , G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4 - 1.5 - WASHED ROCK H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE , UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. A. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING q (PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/ IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. SILT FENCE DETAIL NOT TO SCALE a O . , EROSION AND SEDIMENT CONTROL MOTES 1. The implementation of these ESC plans and the construction, Z� maintenance, replacement, and upgrading of these ESC facilities is W 0 the responsibility of the applicant until all construction is approved Vi V and the site stabilized. w N Z W_ 2. The boundaries of the clearing limits shown on this plan Y Q shall be clearly flagged by a continuous length of survey tape � N (or fencing, if required) prior to construction. During the Nm construction period, no disturbance beyond the clearing limits aaaa shall be permitted. • The clearing limits shall be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to r systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for (CLEARING LIMIT IS THE PROPERTY LINE FILTER FABRIC MATERIAL 36" MIN MADE ROLLS. USE STAPLES OR MARE RINGS TO ATTACH FABIC TO WIRE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. 2'x2 BY 14 GA. WIRE FABRIC OR EQUIVALENT FILTER FABRIC _ MATERIAL 2 BY 14 GA. WIRE .^ FABRIC OR EQUIV. IN STANDARD STRENGTH 24 "MIN 'FABRIC IS USED 24 "MIN 36 MIN r „ MIN. TRENCH. 36 RAIN 4x4 CH. F BURY BOTTOIA OF FILTER BACKFlLL TRENCH MATH MATERIAL IN 4 "x4"�TRENCH_ - NATIVE SOIL OR 3/4 WASHED ROCK 12 I 6' MAX. I 4 MIN . w ' 2 X4 WOOD POSTS. AN OR BE w TS STANDARD BETTER OR 2x4 WOOD POST EQUAL ALTERNATE: STEEL FENCE POSTS ALT: STEEL FENCE POSTS i NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPUCEO TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND MINIMUM OF 12 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES MADE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. , D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY MARE STAPLES AT LEAST 1 INCH LONG, TIE MARES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 1 F. WHEN EXTRA- STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE MARE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. , G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4 - 1.5 - WASHED ROCK H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE , UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. A. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING q (PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/ IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. SILT FENCE DETAIL NOT TO SCALE a 0 N 40 r r I I s O . , EROSION AND SEDIMENT CONTROL MOTES 1. The implementation of these ESC plans and the construction, Z� maintenance, replacement, and upgrading of these ESC facilities is W 0 the responsibility of the applicant until all construction is approved Vi V and the site stabilized. w N Z W_ 2. The boundaries of the clearing limits shown on this plan Y Q shall be clearly flagged by a continuous length of survey tape � N (or fencing, if required) prior to construction. During the Nm construction period, no disturbance beyond the clearing limits aaaa shall be permitted. • The clearing limits shall be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). z 5. Any areas of exposed soils, including driveway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized Illi with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 6. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 7. The ESC facilities on inactive sites shall be inspected and 0000 0000 maintained a minimum of once a month or within forty -eight (48) hours following a storm event. 8. At no time shall more than one (1) foot of sediment be N N allowed to accumulate within a catch basin. All catch basins and N conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water Into the downstream system. 9. Stabilized construction entrances and driveways shall be installed at the beginning of construction and maintained for the nr,' t duration of the project. Additional measures, such as wash pods, ., ; .; may be required to ensure that all paved areas are kept clean for the duration of the project.,. 10. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches, or 2 -3 bales per 1000 sq.ft. 0 N 40 r r I I s 0000 Z Z Z Z W W W W J J J J Li IZ M li U Z � O �U m ao� Z C4R° 0 40 C� c� w� � a � v Q PROJECT NUMKR 04002 L 4 I SHEET 3 OF 4 .... _ ...1,i►„t.,. nr fir:+.dJa - A1►+i+ #...a.. r+.�.T .• , . �+. -., i+ .. : • i w ...:: :wMwiwrr....... ♦ .. M ...,,, a - r, . R . »�,t„yyi,.,,/'�s +.t ..a .rw.r pN4t•1+ T % . , t 1Yi i►Jii� O . .- N M Z w Z� � W 0 Q F 31� Vi V Vi V w N Z W_ N ^ Y Q 1 ce � N .0 Nm aaaa o0 0000 Z Z Z Z W W W W J J J J Li IZ M li U Z � O �U m ao� Z C4R° 0 40 C� c� w� � a � v Q PROJECT NUMKR 04002 L 4 I SHEET 3 OF 4 .... _ ...1,i►„t.,. nr fir:+.dJa - A1►+i+ #...a.. r+.�.T .• , . �+. -., i+ .. : • i w ...:: :wMwiwrr....... ♦ .. M ...,,, a - r, . R . »�,t„yyi,.,,/'�s +.t ..a .rw.r pN4t•1+ T % . , t 1Yi i►Jii� O . .- N N H H H H H H H Vi V Vi V Vi V Vi aaaa w z � I Illi 0000 0000 N N N N N N N U Z � O �U m ao� Z C4R° 0 40 C� c� w� � a � v Q PROJECT NUMKR 04002 L 4 I SHEET 3 OF 4 .... _ ...1,i►„t.,. nr fir:+.dJa - A1►+i+ #...a.. r+.�.T .• , . �+. -., i+ .. : • i w ...:: :wMwiwrr....... ♦ .. M ...,,, a - r, . R . »�,t„yyi,.,,/'�s +.t ..a .rw.r pN4t•1+ T % . , t 1Yi i►Jii� NW 1/4, SE1 /4, SECTION 10, T23N R4E, W.M. , EXISTING PROPOSED 15' SIDE J SANITARY SEWER MH #1334 -2A SEWER AND DRAINAGE EASMENT J RIM: 112.17 IN FAVOR OF LOT 9 -12 IE(8 S): 103.98 EXISTING FIRE HYDRANT, IE(6 "SW):104.05 IE(6 "E): 103.90 OH OH OH OH OH OH OH OH OH OH OH OH OH EXISTING WATER «.+ � MAIN �■► o G G G G G G G G G G G G % 1N W vV W W _ ... w w w y- -�-, -_ w • ' NV YV �.. ^ 1N W W '• .. . ' •. ' :\ C '�. .. ` ,C62 (TYPE 1) •, •:.• '+.:. •~••" • :� .c. .••, . •• . •:•..• r.•.. ••, ••,• • `•STA. 3 +18.4, 13.2'LT :. • 't • :. , J , . 1 f f Y : ,.. • ' ` ..:.. ' �, . ' _ :' " 45TH f VANED GRATE• 112.25 • , ~ - .. .• ' . .,, : •,• • .. . '`.. ' .. .. • . • h • • ; ; : , •' •. INSTAl,1 e C " 1 .1 . EXISTING 6'PVC . PROPOSED 6'PVC ,• . , •14r PVG % IE {6 ): 109.62 I R . ,.. Q� , I WE S- . �� -8x6 P REDUCER SIDE SEWS ., , .•... • , :., :_ • �� : •. •� ti ..SIDE SE - 2.00 N. 1E: 104.11 ..,; .. ` .. ` . • • ,` . 9 . ' ' S� 2.070 .. 6 iTING 8" PVC SEWED MAINS =0.309 , , . , rL 1 , y " •' `• • ',� pc :� ti7, ' ' , '.. r. "1► ,\ rp • •• . • ,•; ., •1 ` '�' '� •s -- -_- , -_____ __:.:. - s_____ -�,�'� __.- •mss__ ,.•• _•s'__ G�'� -_ ;.�: 5� __.,:.� ) s- - - =s -- - -- 5:.._.. WATER METER • • • .: : . • . • . j �3`'� • •. •, 1 /' Ld mom mom Y vil t C '20' DRIVEWAY W DRIVEWAY I` - ' DRIVEWAI( r I 20' QRIVEVVAY INSTALL 1" POLY cf) f'.. LOT 11 ••. ' - In N Q I '. ; • .... . , it �' •,• • I III 1242 SQ.FT. _ .: _ ,. ••II ' .. ': '.'' 1 I�. Y < W �Q ..' ... • . III a) PERFORATED TIGHTLINE CONNNEC11ON �' WATER LINE (TYP) 1816 SQ.FT. 1816 SQ.FT. .'. ' ": II I J J ti . • .� • _• II " 017900 - _10 017900 -0 7! 017900 -0 7zo - :. •, ::.'. '• ..... II ui WITH POSITIVE DISCHARGE TO CB2 TYP i ( ) 25' 200 PSI DRISCO PIF� ' `• : ` , , ' III II . II I .. • . , .� ` ' •• ' '' ` ' _:' ' • , •• TT II 6 "PVC SIDE SEWER, S =2.00 96 . to U) In U) II • .. • ' .100, SEWER, S =2.00 °�6 6 "PVC SIDE SE "PVC • • • • •.. .. .• ' ,. � • '; ' •' •.,: II ', ; II I � ' .... : ti .• . . '• •., :..; .•� II 11 i � . . •' " ' ' '' III ,� � 1 -G"PVC WYE 1-6 "X4 "PVC REDUCER / 1-6 WYE 1-6 "X4 "PVC REDUCER 24 " / .�• II ' • '•' , • • . •� •. ~ .'. , • : ^ ;= n G� % : •',:. •, i % -1 % WASHED ROCK 4 O O O 10 04 N N N 4 " PVC SIDE SEVVER VC PERF. PIP S=0.0% Z 0 Z o 0 O Z C% IT WASHED ROCK W W W W 4" PVC SIDE SEWER / S=2.00% WTH • � L� Li. L�.. 4" PVC PERF. PIPE S=0.0 S =2.00% WITH ,. 4" CLEAWOUT NEAR �-- �`-- �-- �- 4" CLEAN -OUT NEAR BUILDING WALL BUILDING WALL -� -� -J --f DOWNSPOUT CONNECTION I I Q F.F. 112.99 PROPOSED 0 F.F. 112.60 PROPOSED I Q POINT (TYP) F.F. 113.27 Y I �+ PROPOSED GAS $E`IiVICE LINE (TYP) -PROPOSED- -- Q I GARAGE I ( GARAGE i Y F.F. 113.54 GARAGE ` Q I PROPOSED I `. • Y I I `' / = 3 nAQeM7 .. Q . I PROPOSED UNDERGROUND I POWER,PHONE & N CABLE 55' -6" ( D1 F') I inch • 10 tL NOTE: MATCH APRON SUBGRADE WITH SUBGRADE OF WEST MERCER WAY i i i i i i i ❑ ❑F DOWNSPOUT VERFLOW PERFORATED TIGHTLINE SCALE: 1 " =2' \ LIMIT IS THE PROPERTY LINE GRAPHIC SCALE s to xo F � •A � r NOTE: 1. SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWG. SS -2. CONNECTION r � +J .� 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE 4" MIN. COMPACTED DEPTH* ASPHALT TREATED BASE --. 0 W � OC V cf) f'.. LOT 11 00 In N Q I W 1242 SQ.FT. 1242 SQ.FT. _ �p w N Z N Y < W �Q � N 0 a) %W-. 1816 SQ.FT. 1816 SQ.FT. 1816 SQ.FT. . LOT 9 LOT 10 LOT 11 -0 r N 3000 SQ. FT. 3000 SQ.FT. ROOF AREA 1242 SQ.FT. 1242 SQ.FT. 1242 SQ.FT. 1242 SQ.FT. DRIVE & WALK AREA 574 SQ.FT. 574 SQ.FT. 0 000 JOTAL IMPERVIOUS AREA 1816 SQ.FT. 1816 SQ.FT. 1816 SQ.FT. .J J J J TAX LOT N0. 017900 - _10 017900 -0 7! 017900 -0 7zo 017900 -0 72 Vi ui ui vi to U) In U) CONSTRUCT PERFORATED TIGHTLINE CONNECTION ALONG NORTH SIDE OF DRIVEWAY 20' MIN LENGTH WITH WASHED ROCK EXTENDED TO THE DRIVEWAY SURFACE. 24 " % -1 % WASHED ROCK 4 O O O 10 04 N N N VC PERF. PIP S=0.0% Z 0 Z o 0 O Z C% IT WASHED ROCK W W W W • � L� Li. L�.. 4" PVC PERF. PIPE S=0.0 L J PERFORATED TIGHTLINE CONNECTION AND DRIVEWAY DRAINAGE COLLECTION SUBGRADE COMPACTED TO 95x MAX. DENSITY r, , (SEE SPECIFICATIONS ON SHEET 1) PRIVATE DRI VEWAY CROSS - SECTION SCALE: 1 " =2' troy - U �z Z � 0 �Cy Z moa w c 0 cc Z::) � N 0 wU� a o` z � PROJECT NUMBER 104002 SHEET 4 OF 4 , 4 a i� �1 ..r.r..r..r.��.w. +►.r •aMr.�.►•..A..- •.JM..r.•i..n� 4i�Mawr►4/W4Y�w�'•A•Y. {. °,. : "'I" 11•'.1M7' t'..: sM a••1et•''^P DRAINAGE PLAN NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT SHALL BE DIRECTED TO THE PERFORATED TIGHTLINE CONNECTION WITH A POSITIVE DISCHARGE CONNECTION TO C82. 2. THE FINAL GRADE ELEVATIONS SHOWN ON THIS PLAN MAY BE ADJUSTED AS NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1% MIN /5% MAX SLOPES FOR DRIVEWAY DRAINAGE FLOWS PERFORATED TIGHTLINE CONNECTION. THE PROPOSED RESIDENCE FINISHED FLOOR SHALL BE AT AN ELEVATION HIGHER THAN THE EXISTING PAVEMENT IN 45TH AVE. S. 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. SOIL LOG TEST HOLES WERE DUG ON THE FRONT HALF OF THE LOTS. THE SOIL TYPE AND STRATIFICATION WAS TYPICALLY AS FOLLOWS: 0 -6' BROWN SANDY SILT, MOTTLED 6 -9' BLACK FINE SAND WATER SEEPING AT 6' DEPTH ON 1/6/04 SCS SOIL CLASSIFICATION: URBAN LAND THE ON -SITE SOILS ARE NOT ADEQUATE FOR INFILTRATION IN ACCORDANCE WITH THE KING COUNTY SURFACE WATER DESIGN MANUAL. +6. ALL ON -SITE PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. 1 LOT 1 LOT 9 LOT 10 LOT 11 LOT 12 3000 SQ.FT. ' AREA 3000 SQ.FT. 3000 SQ. FT. 3000 SQ.FT. ROOF AREA 1242 SQ.FT. 1242 SQ.FT. 1242 SQ.FT. 1242 SQ.FT. DRIVE & WALK AREA 574 SQ.FT. 574 SQ.FT. 574 SQ.FT. 574 SQ.FT. JOTAL IMPERVIOUS AREA 1816 SQ.FT. 1816 SQ.FT. 1816 SQ.FT. 1816 SQ.FT. TAX LOT N0. 017900 - _10 017900 -0 7! 017900 -0 7zo 017900 -0 72 plan gray and osborne allentown water and sewer system improvements phase 1 p