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HomeMy WebLinkAboutPermit D04-302 - GEM CONSTRUCTION - NEW HOUSEGEM CONSTRUCTION BLDG2-LOTC 4061 S 144 ST D04 -302 Z Z it 2 JU U Q, W = J F-: W O • a =W Z� Z • 0 W uj 0 O - CI H W W H O III z • =" OH z r .. �, � w .. ®,1908 City Of Tukwila Steven M. Mullet, Mayor Department of Canmrrnity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOuhwila.wa.us DEVELOPMENT PERMIT Steve Lancaster-, Director Parcel No.: 0040000220 Permit Number D04-302 Address: 4061 S 144 ST TUKW Issue Date: 02/10/2005 Suite No: Permit Expires On: 08/09/2005 Tenant: Name: GEM CONSTRUCTION Address: 4061 S 144 ST, TUKWILA WA i Owner: Name: ANDERSON SUSAN E Phone: Address: 16019 7TH AVE SW, BURIEN WA Contact Person: I . Name: JOHN TAMBURELLI Phone: 425 228 -5959 x226 Address: 1201 MONSTER RD SW, RENTON WA ( Contractor: Name: GEM CONSTRUCTION INC Phone: 253 - 447 -4091 Address: 21501 CONNELLS PRAIRIE RD E, BUCKLEY WA Contractor License No: GEMCOI *005MC Expiration Date: 05 /10/2006 i DESCRIPTION OF WORK: j COSNTRUCTION OF A NEW 2084 SQ FT SINGLE FAMILY RESIDENCE WITH 502 SQ FT ATTACHED GARAGE AND 96 SQ I FT UNCOVERED DECK. I PUBLIC WORKS ACTIVITIES INCLUDE: Grading and access. ROOF DOWNSPOUTS GO TO SPLAH BLOCKS. Water, sewer and power will be installed by 1 each utility under separate permits. Value of Construction: $189,186.22 Fees Collected: $3,876.86 Type of Fire Protection: N/A International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y ( Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 250 c.y. Fill 50 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Z �Z �w J0 UO w� CO L w �_j U. _. � �w Z �_O w ~ w U O- off wW r`- 3. w z U CO) U= O Z doc: IBC- Permit D04 -302 Printed: 02 -10 -2005 Water Main Extension: Water Meter: Cit y ,sf Tukwila Steven M. Mullet, Mayor Department of Commututy Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: ci.wkwila.wa.us N Private: N * *continued on next page ** Public: Steve Lancaster, Director doc: IBC- Permit D04 -302 Printed: 02 -10 -2005 Z �Z D U C O CY to W J = CO U- w 0 J = v W Z �. �= 0. Z F-. W UJ oCO) o F- .w w � U, LL ~ O I . tll Z U CO)! O H: Z City of Tukwila Departmeitt of Comntuttity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number D04-302 Issue Date: 02/10/2005 Permit Expires On: 08/09/2005 i I Permit Center Authorized Signature: AW W' & 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 construction or the performance of work. I am authorized to sign and obtain this development permit. i Signature: v G�" - Date: Print Name: / 4A 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. i 1 S doc: IBC-Permit D04 -302 Printed: 02 -10 -2005 Z �W D UO CO co W J = H N LL WO LL �D = F- _ Z i -. zo w w U� 0 N. 0 F- W W' H� LL O 11i Z U ( F— _ O Z 7ZP ._. g City of Tukwila � 1900 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 f PERMIT CONDITIONS Parcel No.: 0040000220 Address: 4061 S 144 ST TUKW Suite No: Tenant: GEM CONSTRUCTION Permit Number: Status: Applied Date: Issue Date: D04 -302 ISSUED 08/19/2004 02/10/2005 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 2: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. ! 4: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 5: 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. 6: Any material spilled onto any street shall be cleaned up immediately. 7: 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. 8: ** *BUILDING DEPARTMENT CONDITIONS * ** 9: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 11: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 12: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 13: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 14: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. doc: Conditions D04 -302 Printed: 04 -22 -2005 z �z �w D UO y0 J = H WL w L¢ U) D T �w Z �-- O w ~ w U� 0 F- wW LL O z co O z " l • .� C of Tukwila 1.906 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: All wood to remain in placed concrete shall be treated wood. z 17: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building �? z inspector. No exception. W 2 5 18: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be v 0 obtained at City Hall in the office of the City Clerk. N 0 CO W J 19: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the � International Building Code and the Washington State Ventilation and Indoor Air Quality Code. C0 "- W 20: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, u- bathrooms, toilet rooms, storage closets, surgical rooms. = d 21: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE �w z GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that z O the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. W W 22: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall v co be at points within the upper one - third and lower one - third of the water heater's vertical dimension. A minimum o F_ distance of 4- inches shall be maintained above the controls with the strapping. W w X U 23: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of LL Public Health - Seattle and King County (206/296- 4932). tii Z UN 24: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department 0 F of Labor and Industries (206/248- 6630). Z 25: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 26: ** *PLANNING DEPARTMENT CONDITIONS * ** 27: Prior to the stop work order being removed, the applicant shall install a silt fence marking the location of the 25 -foot wetland buffer on the subject property. No land altering activities or machinery is permitted in the 25 -foot buffer. Call Brandon MIles at 206 - 431 -3684 one business day ahead to schedule an inspection. 28: It also appears that vegetation has been removed from the buffer area. Prior to final inpsectionon the above permit, the applicant shall submit a landscaping plan, prepared by a qualifled professional to replace the vegetation removed from the site. 29: Prior to flnal inspection of the above project, the applicant shall construct a three -foot tall wooden split rail fence along the edge of the 25 -foot buffer. The applicant shall also place signs on the fence noting the presence of the wetland buffer. * *continued on next page ** doc: Conditions D04 -302 Printed: 04 -22 -2005 i:iv --;i .:s':. :.5..;�,.a/*,?.: ,.- T7.1;a4�,'..'.:'..i+f •..,»n .:.w;e..v;.h.. +��r `r:Ci.t�;'a.k.i .c � . h�;. , . _ . ��. �.. , .� , � ; . �g Cit y of Tukwila 1908 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 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. Z Z . �w QQ � JU UO CO 0: J = U. W O L L �D = �W Z E O z E- w Uj � o U O � W W' U �O .. z' w U= Z doc: Conditions D04 -302 Printed: 04 -22 -2005 City of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: Address: Suite No: Tenant: 0040000220 4061 S 144 ST TUKW GEM CONSTRUCTION Permit Number: Status: Applied Date: Issue Date: D04 -302 ISSUED 08/19/2004 02/10/2005 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 2: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 3: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 4: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 5: 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. 6: Any material spilled onto any street shall be cleaned up immediately. 7: 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. 8: ** *BUILDING DEPARTMENT CONDITIONS * ** 9: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 11: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 12: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 13: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 14: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. doc: Conditions D04 -302 Printed: 02 -10 -2005 z Z �w JU UO wF- Co L w LLQ V) D Y F . w z r- t~- O Z f- W5 U O� iw W H� L O w z U= 0 -. z ti , Q City o f Tukwil 1900 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: All wood to remain in placed concrete shall be treated wood. 17: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building Z ? z inspector. No exception. �D ? 18: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be v U obtained at City Hall in the office of the City Clerk. Co o co LU U 19: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the H International Building Code and the Washington State Ventilation and Indoor Air Quality Code. N w w 0 20: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, U. bathrooms, toilet rooms, storage closets, surgical rooms. N d =w 21: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE z F GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that z O the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. w w I 22: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall v be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum 0— distance of 4- inches shall be maintained above the controls with the strapping. = w U 23: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of U_ Public Health - Seattle and King County (206/296- 4932). z W to 24: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department F_ H of Labor and Industries (206/248- 6630). Z 25: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Conditions D04 -302 Printed: 02 -10 -2005 SAWA City of Tukwila 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 specif'led 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: Dateg Print Name: �rrr� -n. Z �Z w JU U O: N CO III J = CO w wO LL Q = W z� F- O z 1— w �o U O N 0 H W W` F- 0 W Z U N' H H . O z i doc: Conditions D04 -302 Printed: 02 -10 -2005 � Iu, J s 2 1D06 CITY OF TU KWILA d%, Community Developmen. ✓epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 Print" 40W King Co Assessor's Tax No.: _e-_%041t�300 - 0Z.`2-C) Site Address: <;. 144 q?R� Suite Number: Floor: Tenant Name: fir Z- New Tenant: ❑ .... Yes ❑ ..No Property Owners Name: 6 em &t.) ITV -u GT i ow . 1 "G . Mailing Address: 114 )I t L V . / A U 1C_eE ' C 3 t - V A • S • F A X I F t C, t - 4JA 2 604"1 City State Zip Name: Pt4t (, (.1 P K- i T'LE!� / P1L Day Telephone: ZO(:. 27_7.7 It Mailing Address: ?,31 - �-� S 2.� -r k-( S''[CLC�3" t2f4Pl.G V&_L..C' City StAte Zip E -Mail Address: APL. CST•► Fax Number: X 60 . S Q •'3 Sc-') .� 7:. •�... r -tea: - r,: }.. _; .,u'a. - 4e .r fiEF ,GCTIINFO ± TI0111: echa`naca ° "oriE'ractoriiiforihd "tion;rt laelr' age "tt ^,; �...r - •,eti.�,._. ,. ,y -,t:, :, .. ' : •L. : . ,�. �_hC � �.. _'I .: r,. •::g''� - _t,:- P� t.'(:��:�� ��. �LI�. is .n: •'•r'•>a r: ! '+fo �h•tt. y!' I I.!ti+,;'i • "v 1;." �. r l,.p�, �_�'. =., ;, rn. :,'+ ;! "(� ''a .,I '�"j �:� V �.:° Y •._� �,,,E,L:1, :., h. ,. _I.:,::s.:.l:,�u . . - .:_p. sa.,_: , ,. , r � _,: �.. ::._..5;..,:.,_,m.. , :_` + _ ,. t' _ .;:_ t Company Name: �; I✓`n &J1. -7 T PUA C, 0 Mailing Address: I t S. . MSS_I R C, . V.1A `J BO city State Zip Contact Person: h4 4R- 11'11h Day Telephone: 2 • J 3 ] . "� Z'? �- E -Mail Address: Fax Number: Contractor Registration Number: h LQ GO B' h L Expiration Date: S/z _ 60sr ;* *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" Contact Person: Day Telephone: 4 ZS 2 2 a E -Mail Address: Fax Number: ._.... ,: ,.. ,..: +..,,�. ,w•:.... ... I .. .,�_- n':. r =' •,r.:z: c'k i; ^�,. ,, t... :'ti"�Tti�:. !t' : '.`��'i : .. I•b. x "P.J' ,(e1 '':('' i=:'Y'�'F�: , ,'Er1IN = CFi r A ll, ins :mi st, e;v�et;s 'am ehti'' ": En'`ineer':_!oii,RecoxdY �.i 1L n v Q �,.y � • .'e..Yrpr'rs::f " • r - a ...� a 't 4 n. • ": ,!k� ,: '... .1�.:: 7 .. � .. _,. ���,. .a h'� -'I n..� :� '.t (, nc.. ::I •' di Company Name: t"'1 1 TLt *b---t- W G i tjO- j n Mailing Address: -) 6S_ I ) G 6TH AVE N G Contact Person: t G t Ae-1- h 1TG4` L, E -Mail Address: \permits p4rslioo changesXpermit appfication (7 -3004) Page 1 City ONJI State Zip Day Telephone: 41.5. 7 1 X00 Fax Number: Z _� ~ w Q � 2 JD UO Cj) J = f- U) w w UQ co _ CY �w Z H F_ O Z W D° O� 0H w F U_ O W Z U co O Z Mailing Address: 3 4o0 °> 5 T- & r< t</4A Ffict -.� _ G 1 T \, City State Zip Valuation of Project (contractor's bid price): $ _P S'0, 00 O Existing Building Valuation: Scope of Work (please provide detailed information): A 1'. U C 11 U3 . EA I l UY R I T. t(Jd \V J J 1 Ica G iJh'�J!'A�L C►1R -gyp 1111. (✓8yt_ UT LL I T 1 l;`i , A#JN A 1�L .i, Will there be new rack storage? ❑ ..Yes. No If "yes ", see Handout No. for requirements. Provide All Building Areas-in Square Footage Below 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): - 9r. -t- Floor area of principal dwelling: Zo Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Z Compact: Handicap: Will there be a change in use? 0 ...Yes ❑ ..No If "yes ", explain: UAe--" wT I N btu 1 1fJ C. t7� FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes .N If o "yes", ", attach list of materials and storage locations on a separate 8 -1/2 x II paper indicating quantities and Material afe ry Data Sheets. %permiu pluslice dwScslpermit application (7 -2004) Page 2 Z H Z �w UO UD J l.— NLL w 2 QQ LLQ to D �w Z l-- O W �5 U� ON OH wW �U L O W Z U= O Z Existing Interior Remodel Addition to : Existing Structure New Type of Construction per IBC Type of Occupancy per IBC V Floor S„Z a> _3 2 Floor 3r Floor Floors tliru LO E Baseinent Accessory Structure *�� Attached Garage ©Z. Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck of 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): - 9r. -t- Floor area of principal dwelling: Zo Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Z Compact: Handicap: Will there be a change in use? 0 ...Yes ❑ ..No If "yes ", explain: UAe--" wT I N btu 1 1fJ C. t7� FIRE PROTECTION/HAZARDOUS MATERIALS: ❑.. Sprinklers ❑..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes .N If o "yes", ", attach list of materials and storage locations on a separate 8 -1/2 x II paper indicating quantities and Material afe ry Data Sheets. %permiu pluslice dwScslpermit application (7 -2004) Page 2 Z H Z �w UO UD J l.— NLL w 2 QQ LLQ to D �w Z l-- O W �5 U� ON OH wW �U L O W Z U= O Z Scope of Work (please provide detailed information): ^ A fit -/ S • FAi-%tt.. t pV ltAg �� 0V4 t pGU Ti_ t r&P-460 t u4 Frn- gjU 1T 1 C'si , AJ" L,% >tS�K. Pdti Call before you Dig: 1 -800- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. W ter District ...Tukwila Water District # 125 ❑ .. Highline ❑ ...Renton El ... Water Availability Provid d . Sewer District ❑ ...Tukwila. Va1Vue .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate El ... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") []...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance El.. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that avviv): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use —Potential Disturbance ..Construction/Excavation/Fill - Right -of -way Non Right -of -way .Total Cut 160 cubic yards C�� El.. Work in Flood Zone 0 ...Total Fill / 0 Q cubic yards Lt), t'�o El.. Storm Drainage ..Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ....Backflow Prevention - Fire Protection " Irrigation " Domestic Water " j ...Permanent Water Meter Size... WO# /❑ ...Temporary Water Meter Size.. WO# Water Only Meter Size............ WO# ... Sewer Main Extension ............ Public Private ❑... Water Main Extension .............Public Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation Utility Undergrounding ❑ ...Deduct Water Meter Size ........ is FINANCE INFORMATION Fire Line Size at Property Line ,...Water ..Sewer Number of Public Fire Hydrant(s) J u Sewage Treatment Monthly Service Billing to: Name: 4 t:�7r l 60 'u` °T1 T %off Day Telephone: 20 C . -5-3 "72., Mailing Address: 1 14- h I L \) , jA -t jXz,•� �:.V 1J PA-0 Pt \�-JA ` 0447 City State Zip Water Meter Refund/Billing: Name: G CeA_ Ttl-u L'T l alti Day Telephone: 243 C• • "D 3 1. 7 2 - 7 Mailing Address: t L`'`j/ lr� �-Vrzl 5 PAt _,l r­1 L , `\/A 9504� City State Zip \permits plus\ice ehanScApermit application (7 -20(4) Page 3 Z ~ W UQ J = H WLL WO 9_j LL Q Nd = W F- _ Z 1— O W ~ W UC3 ON 0 l.— WW H F- LL O LiJ Z U= O Z �i.:::.Mn ,. ^r• • ... _.1: +: �. ; :.:..;.r} .. fi:.rv.: _'. l. .i: y ?�/...I'�.c r�?, ■,.,t� .„ il,' T ON : -',l:w "? 7 v.,C4 t�"i;,if' �f•1'i�:'1'C�ct ^,.'r r1.4 {f 'tr��. i ,� ?i: ��u,r say. " 41 : X � 1 �•. ;l /��.:J liiilll�,�iV�aa.f'�r rL/ I .t.i'):,1'�Ol ♦:�!:�OJ.' .1� /�ilYr .p rn � ,�� !. • • L. , I'•.P•J;•• �. -..'f ,d'' • • ,.i.• :, t r �_ ', :� r,: i " "'.:`:: r: ,� ti...,.. +.� �. a a ra• ` r 4F..! t it, fF ,,• .: k�'� r•r .n�r r'. :..E.r d I.r r,flia 1. ?,'w 1. t. .n :.$•dl a'r , I, ' 2. 'r,'rir :r.•. ,t ,;° 5t,�: :.. .. i... ^_ la ::�. �! „ h:� t. :.',;. F,;:.:r_.m n:lr� _r...�,... ° °._.:, :..r._b,.L -�:i� r. .. n_ _, ::.iq:.',,L ...:. .:_.,. -_:._t o...J..:.ti�:, .h..'µ; .i_ t..k"•.l :, r .ti !: r>.r• .7i'_ ._t''... _ ti . MECHANICAL CONTRACTOR INFORMATION Company Name: �T Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: 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” Valuation of Project (contractor's bid price): $ 4 ACA Scope of Work (please provide detailed information): 5t_t i }P �`� /�1°V� t /�I- �'I/CL� %z _ Use: Residential: New ...�: Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric ..... ❑ Gas.. Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty. Boiler/Compressor: Qty Furnace <100K BTU Air Handling Unit >I0,000 Fire Damper 0 -3 HP /I 00,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP 1500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <10,000 CFM I Equipment .... .. i .' ;:r: ..a.: :.�!'.; hr • :r , w. -•Ir:° _:::,,._+; .•3.�_I'::It, S�ti' �, a•q.'ti, f' • "i•� "' PER�VIITIG��iTY0111,•NOTE;iA ' `livable ito�,a1T- erri>< tbis� >icafron�,,:.ri '1.r!: :..�- v ' r , c .D.' .•i ; i,:_e.r .. +'. • ,•,• -r clCl'_r. � r /.:r,• lr: ,.`i ;,, .4 •1 i+ `•�4'1 -�^'W :1 'N. ,:� L �,r ,rl..::; i � •r �:e Ak .t r,; .FYr r.ti r ;r ;, ;i y' f .- :, x' . rm ey ::r'i:.:.; • .t. •,. r. • �'�` aN: �.. 1 , • ,'h', ,. „ ,L 6, : .•.. a'.,,. I !t s?; I� . t� .'t ' �. .• �''. 4: : �' .k ��'' � , .i.:... � •:'., ,i -, ::1 r J n .I,�.ryl. ' �' u:,,, n _ �. r, i� ,:�� ^�� r.d� ,� a; ,f .� 1'; r_ J .+,,. „a_'FF ;�';.3a'�;_.i +';�r.*r•,!r... e'a:a �.'4.:M 1.`.7.'I _ •, -. k ": �`4 LF, ` : I�: r�•. � {..�6.' 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. BUILDING O OR A IO ENT: Signatur Date: 6. 1 O Print Name: pi-t 1 t--,1 �L 1 fi Zer Day Telephone: Zd G • - 1 - 2-17 4 -V Mailing Address: 2' 1 S Z6 S Tli 1 yA , \.;A ­,) 6U City 0 State Zip Date Application Accepted: Date Application Expires: Staff Initials: 07'9' -61 .2 � %permits plus%kc ehsnga%permit application (7.2004) Page 4 Z ~ W � D 0 wT_ � WO LL Q �D = �W Z H W �5 U� ON 0 1— WW H F- �O W Z U= O~ Z ea ILA, w CITY OF TUKWILA Community Development Department o" Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 FeTvUNNE�IiT Building Permit No. !�" 30 Z Mechanical Permit No. ) w a Public Works Permit No. Project No. tise on plications and plans must be complete in order to be accepted for plan review. v,ry OF TU� Applications will' not;be accepted through the m R or b fa x.; l�l� !! -� l 4 ` pP �_� P g � Y * *Please Print" 6 7/h?s SITE LOCATION King Co Assessor's Tax No.: (20 , Vie� Site Address: '7+D XaC '540. / Suite Number: Floor: Tenant Name: O New Tenant: ...... Yes ❑ .. No Property Owners Name: ��/� COr1S�ICK4►i.n Mailing Address: VSO/ Cowrie //S /�/1Q�•Ci t ,ed !!5-vif. �iceA'* W..* fdf3ZI City State Zip CONTACT PERSON N iil S Day Mailing Address /ZO/ /ft ntlAt AmW se- 1 .fi►de • 3Ze. Oeesvini W—#* 9 P ,SS' City State Zip E -Mail Address 6 Dlavi' COLVI Fax Number 2 up " 9Z 2 GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: &AM 1�l rlsfexe -� brf Mailing Address: oy-fe/ CtOw pie / 4&;r- 1Zd g54= , //t �1<<,!. (i✓� 9t�3z� ity State Zip Contact Person: Day Telephon 2 931" 7Z,,e1 7 E -Mail Address: Jeof ayjA*ejWh oye-1 Fax Number � d/0 V S_%9 Contractor Registration Number GE Expiration Date : S1 ZDOS * *An original or notarized copy of current Washington State Contractor License must be presented at the time of pprmit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record [ Company Name: 12fAt" /Q g ulafi ✓► IF Mailing Address: ,3!Y6 f 5J5 �w ,00 010br & 1$7 0 , V 12 6 .4 r V �l el City State Zip Contact Person: Day Telephone &Z 2 Z Z 78$ E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: ,eAP 1f hL Mailing Address: 782/ l 20 -VZ PV, � City State Zip Contact Person: /CA 4 ed 111 �ArAed Day Telephone ly�� E -Mail Address: Fax Number: tapplicationstpetmit application (7.2004) Nee l Z Z W UO to 0 CO LLJ J � �W WO LLd N = W Z O w ~ w U O� o H_ Ww H LL Z W CO) O Z BUILDING PERMIT INFORMATION - 206431 -3670 Valuation of Project (contractor's bid price): ' 1 0 Scope of Work (please provide detailed informaton): • /VCIV iilp� • a J Will there be new rack storage? ❑ .. Yes i ... No Existing Building Valuation: If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below i 1 t s ! PLANNING DIVISION: 1 j Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 149 /40 Floor area of principal dwelling: 200 Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. I Number of Parking Stalls Provided: Standard: Z Compact: L Handicap: j Will there be a change in use? 04 .... Yes ❑ .. No If "yes ", explain: OW4 K f'fo� �/YC�✓ /Q�SrdEHC -G� FIRE PROTECTIONMAZARDOUS MATERIALS: ❑ ... Sprinklers ❑...Automatic Fire Alarm Or..None ... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ...Yes No If "yes", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Materia Safety Data Sheets. tepplicationstpermit application (7.2004) Pace 2 Z �W _U UO N CO W J = H C0 LL WO LQ N� �W Z F- H O W �5 U� O W o�_ W W. O W Z U= O H Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor O 5� ,r D 2" Floor 2 3 ?, 3" Floor Floors thru ZI P / Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck ! PLANNING DIVISION: 1 j Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 149 /40 Floor area of principal dwelling: 200 Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. I Number of Parking Stalls Provided: Standard: Z Compact: L Handicap: j Will there be a change in use? 04 .... Yes ❑ .. No If "yes ", explain: OW4 K f'fo� �/YC�✓ /Q�SrdEHC -G� FIRE PROTECTIONMAZARDOUS MATERIALS: ❑ ... Sprinklers ❑...Automatic Fire Alarm Or..None ... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ...Yes No If "yes", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Materia Safety Data Sheets. tepplicationstpermit application (7.2004) Pace 2 Z �W _U UO N CO W J = H C0 LL WO LQ N� �W Z F- H O W �5 U� O W o�_ W W. O W Z U= O H Z + N PUBLIC WORKS PERMIT INFORMATION - 206433.0179 Scope of Work (please provide detailed information): pp� ao to VAS P > Call before you Dig: 1- 800 424 -5555 1A aM2 Spl�Sl,� V - t5- Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila /Water District #125 ❑... Highline ❑ . Renton ❑ ... Water Availability Provided Sewer District �.�/ ❑ ...Tukwila b ..• Va1Vue ❑... Renton ❑ ...Seattle ❑ ... Sewer Use Certificate ❑ ... Sewer Availability Provided ❑... Approved Septic Plans Provided ❑ ... Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. S uNmitted with Application mark boxes which apply): JO ..Civil Plans (Maximum Paper Size -22" x 34 ❑ ...Technical Information Report (Storm Drainage) El ... Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑... Insurance ❑ ...Easement(s) ❑ ... Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that applvl: ❑ ... Right -0f - -way Use - Nonprofit for less than 72 hours El ... Right -o f -way Use - Profit for less than 72 hours ❑ ... Right -0f - -way Use -No Disturbance ❑ ... Right -of -way Use — Potential Disturbance &/2r .. Construction/Excavation/Fill - Right -0f - -way j te -r,N \ J Non Right j , D \ S0 El Total Cut a cubic 6 S.e . �0 [:1 Work in Flood ... yards ... one ❑ ...Total Fill cubic yards IM, AJf, El ... Storm Drainage I/ V6 UkWXid j w e e ❑ ...Abandon Septic Tank ❑ ...Grease Interceptor Ll .. Cap or Remove Utilities ❑ ...Curb Cut ❑ ❑ ...Channelization ...Frontage Improvements ❑ ...Pavement Cut ❑ ...Trench Excavation ❑ ...Traffic Control ❑ ...Looped Fire Line 0..Utility Undergrounding ❑ ... Backflow Prevention - Fire Protection " Irrigation " Domestic '' W ,, ater � � S "" � `7:2 Sf Permanent Water Meter�tze.. ❑ ... Temporary Water Meter Size .. WO# ... W ❑...Sewer Main Extension .............Public Private ... Deduct Water Meter Size ......... " ❑ ... Water Main Extension ............. Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ter IO��ZS pt V u ❑ ... Sewage Treatment pl- ^ - - -^ 1 Name: /'1 GVff -$ff&V & 1 Day Telephone ) 7 S/'" Mailin Address: z /5w COI'10 ali /;,.* C ed g -rf City ' State Zip Name Oof w � DayTelephon Y31 7Z Mailing Address 2ilkl X d ** ear / City I State Zip tapplicationstpermit application (7.2004) Paee 3 ZZZ W JU U O t] W= CO LL WO L L N � = d �W Z= l— l-- O Z I--. W W U� co D H W W' H (5, LL Z Ll1 to O Z MECHANICAL PERMIT INFORMATION — 206431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: / 12 // Mailing Address: City state Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: 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 ** Valuation of Project (contractor's bid price): $ y200 Scope of Work (please provide detailed information): iOSIV II aC 0 4 p oo % A✓ -4 rlg C --10— Pmer oLooK Use: Residential: New .....�. Commercial: New .....❑ Fuel Tyne Electric ...... ❑ Gas..... Replacement ..... ❑ Replacement ..... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Qty Furnace <100K BTU ' Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100KBTU Evaporator Cooler Diffuser 3 -15 HP 1500,000 BTU Floor Furnace Ventilation Fan Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood Water Heater t 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind I Other Mechanical I Equipment PERMIT APPLICATION NOTES — Applicable to all permits in this application 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 THA HAVAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER JU PENALTY OF PERRY HE LAW TE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING A HORIZ ) Signature: Date: Print N e: 0 V�._ Q )L1tAafLPA Day Telephone: Maili ddress I Z&tl /l' ft fl" W4 S`t/ 5'O 'k 32o, 41 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: \ipplicationstpennit application (7 -2004) Pape 4 Z J W QQ� J0 00 U) 0 J= H NU_ w LLQ cl) 1 �W Z F— H O W �5 U ON 0 1— WW H� U. O Z W U= O Z I Na City of Tukwila j 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 0040000220 Permit Number D04-302 Address: Status: PENDING Suite No: Applied Date: 08/19/2004 Applicant: GEM CONSTRUCTION - BLDG 2 Issue Date: Receipt No.: R04 -01103 Payment Amount: 1,718.78 Initials: SKS Payment Date: 08/19/2004 02:49 PM User ID: 1165 Balance: $2,158.08 Payee: GEM CONSTRUCTION TRANSACTION LIST: Type Method Description Amount Payment Check 2492 1,718.78 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - RES 000/345.830 1,206.78 PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PLAN REVIEW 000/345.830 37.00 ! PW PLAN REVIEW 000/345.830 225.00 Total: 1,718.78 i i ! C I I I . 4t"1)93 08/20 9716 TOTAL 702048 doe: Receipt Printed: 08 -19 -2004 z Z. �W JU U U 0. W J F.. . �LL W O J , LL ¢ � s W z �o z� �o U F- WW �- O L11 z U CO), O z City of Tukw i906 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 --s Parcel No.: Address: Suite No: Applicant: 0040000220 4061 S 144 ST TUKW GEM CONSTRUCTION Receipt No.: R05 -00176 Initials: BLH User ID: ADMIN RECEIPT Permit Number D04 -302 Status: APPROVED Applied Date: 08/19/2004 Issue Date: Payment Amount: 2 Payment Date: 02/10/2005 01:07 PM Balance: $0.00 Payee: GEM CONSTRUCTION TRANSACTION LIST: Type Method Description Amount Payment Check 2834 2,158.08 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - RES 000/322.100 1,856.58 PW LAND ALT PERMIT FEE 000/342.400 72.00 PW PERMIT /INSPECTION FEE 000/342.400 225.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 2,158.08 C b 9811 02110 9716 TOTAL 9334.56 doc: Receipt Printed: 02 -10 -2005 Z IZ W UO CO) =` J �. CO) u.. w U. ¢. N d =w z �.. E- O Z F-- W5 U� 0 0: D f- wW ILL . Z' 0 Z INSPECTION RECORD Retain a copy with permit Frvl 2- INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 0 Project: ( Am Type of Inspection: a F), a , Address: q / Date Called: Special Instructions: Date Wanted: a Requester: GYPS Phone No: 5 8 T paid at 6300 Southcenter Blvd., Suite 100. Cali to secheduie reinspection. lReceipt No.: Date: z W 30 L) 0 (00 C0 Ill W LL W 2� 9 -J LL a W 0 W 1-- W LLJ CO. �C) - W LL 0 z w 0 z - INSPECTION RECORD 2Z Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: 4: Type of Ins pec 'on: 2!p Address V06 — � . Date Called: Special Instructions: Date Wanted: / t a.m. Requester: Phone No: V Approved per applicable codes. 11 Corrections required prior to approval. Inspector: ✓ uate: $58.00 REINSPECTION AE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: :1 '-7/ 1 Z H ;� - Z. Ix UQ CO w= to LL W }} J. LL N = W ZF- ZO UJI W U� O� OH W H 5. LL O W Z U= O ~' Z 1 - 1 , F ;r INSPECTION RECORD � Retain a copy with permit INSPECTION NO. PE ? 1N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 =3670 Pr ' ct: g Ty Ins of ction: , zo i Add ss: 3. Date Called: Spe i ( Instructions: h6k (fit ( � � -gip (2L - l�' `lCa.� � ^ ���• Date Wanted: a.m. ,--- OF Requester: Phone No: LS u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection, ceipt No.: Date: l Z Q�Q W JU UO Co 0 w= J � U. WO u_ Q co :D =d � W Z 1-- WO W Cl o c 0 F_- W S O W Z U= O~ Z INSPECTION RECORD Retain a copy with permit INSPEC71ON NO. PE NQn (y CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (06)431 -3670 Pro' • � Typt of�lns ecti 4- Approved per applicable codes. Corrections required prior to approval. ` paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: .SS Z �Z � 4 W W JU UO CO U. J � W WO UQ l.-W Z H E- O W ~ W U� OH W O Z U= O Z Address: 4 � L4 Date Call d: C ok � S 4 Specs I Instr c ion . Date Wanted: a.m. =3q5 m. Requester: ccL r , v lip. Phone No �' a - -- 'D Approved per applicable codes. Corrections required prior to approval. ` paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: .SS Z �Z � 4 W W JU UO CO U. J � W WO UQ l.-W Z H E- O W ~ W U� OH W O Z U= O Z M Approved per applicable codes. F1 Corrections required prior to approval. Or INSPECTION RECORD Retain a copy with permit 36 S INSPECTION NO. PE T O ,j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' _ t: Type of Inspection: . Receipt No.: Date: 9 V Z �W QQ� JU UO Cj) LU J N LL WO 9_5 . U. �W z f- I- O W ~ W U� N O I- WW 2 lL Z Lf l U =- O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Addre s. ULI Date Called: Speci Instructions: �i T 1 Date Wanted: _ a.m. 105 Requester: W '� I — PhoR -Q .. (,� — M Approved per applicable codes. F1 Corrections required prior to approval. Or INSPECTION RECORD Retain a copy with permit 36 S INSPECTION NO. PE T O ,j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro' _ t: Type of Inspection: . Receipt No.: Date: 9 V Z �W QQ� JU UO Cj) LU J N LL WO 9_5 . U. �W z f- I- O W ~ W U� N O I- WW 2 lL Z Lf l U =- O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 1; 7 INSPECTION RECORD Retain a copy with permit INSPECTION N0. 4PERoe.. S � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ct� , Type of Inspection: •• A d ems: r 44 Date Called: a Special Instructions t / i Date Wanted ... .m Requ � Phgj3e No: 31 7,� lk � Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: ::1 L' Z W ~ �QQ � JU UO U) C3 J l.- DLL W O U- Cl) d W � S 1 .- O W ~ W U� N C H WW �F W Z LLI U= O Z $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD �a�� Retain a copy with permit INSPECTION NO. PER O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 4 1 -3670 Proj CZ2414�± Typ f.Inspection: Add-rep's: L+Ue Date Called: Specia Instru ions: � ( o Date wante -~ a.m. L/ 1` � DG � Ica �� C Requester: Phone No: .2 o +? Approved per applicable codes. Corrections required prior to approval. COMMENTS: ° inspecto . Date: 1 J $58.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cat( to sechedute reinspection. Receipt No.: Date: I' Z Z � W ZU UO CO 0 Cl) UJI W = N LL WO 2� 9Q ND _ iL W Z I` WO LLJ �p U O �. 0H WW H (.). u. O W Z U N, P _ O Z INSPECTION RECORD Retain a copy with permit INSPE ION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projt: Type of Inspect on: Address: 4 06/'j - / S/ Date Called: 4�- ,� - �- S ecial Instructions: Date Wanted: ' a.m. s: Requester Ph ne No: per applicable codes. Fi Corrections required prior to approval. nspect Date: -?Z .00 REINSPECTION FEE R UIRED. Prior, inspection, fee must be p d at 6300 Southcenter Blvd. Suite 100. Call to sechedule reinspection. 1 11typt No.: Date: Z W UO 0 w� S2 U- WO 95 LL c o F- W Z f- O W F- U� ON 0H WW H� LL Z. to F- H O Z i INSPECTION RECORD �J Retain a copy with permit INSPECTION NO. PERMI 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (0 )43T -3670 i j Pro' ct: 1z.vV1 (0 � Ty a of Inspection: V. _ 1I1 C'f rt.s -ti �Gr Ad e s* S, / G� sf Date Called: (J1 US Special Instructions: , Date Wanted: V A 1 0,5 � a p.m. Requester: 'Ye Phone N�� C f ca C� 1 j Receipt No.: T D — a Z Z' W Q � Q � JU 0 O N LU J �.. N LL 0 . LL �J LL (0 = W Z �. ZO LU W U� 0 H W U �. 0 W Z U CO. 1— _ O F- Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. s , — i I � INSPECTION RECORD � / J � �� / Retain a copy with permit ` INSP N N0. PER I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ; Pr ,)ect: �.v1�1 Type of Inspection: f Ad r� sf L �, �� (O Date Called: ! 6 Q� Special Instructions: Date Wanted: / s �� a.m �Z� p.m. Requester: g &C, 7 Phone No: �S 3 All- Approved per applicable codes. Corrections required prior to approval. COMMENTS-' , r4 , 't i ' w l i Inspector ti re WV L.,� -�'"f� $58. REINSPECTI FEE REQUIRED. Prior t� inspection, fee must be paid at 6300 Southc nter Blvd., Suite 100. Call to sechedule reinspectiol Receipt No.: Date: Z W UQ CO) = U. W O 2 aa tL Cf) = �w Z� H O W �j U� O N OH W W H� L' O W Z U= O �• Z f ' 7 � Inspector ti re WV L.,� -�'"f� $58. REINSPECTI FEE REQUIRED. Prior t� inspection, fee must be paid at 6300 Southc nter Blvd., Suite 100. Call to sechedule reinspectiol Receipt No.: Date: Z W UQ CO) = U. W O 2 aa tL Cf) = �w Z� H O W �j U� O N OH W W H� L' O W Z U= O �• Z INSPECTION RECORD Retain a copy with permit INSPECTIO O. PER IT O CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6) 431 -3670 i1 Pro'e , : Type oInspection* Q. Ad ress.L � � "So 1CQ Date Call- / � O � Special Instructions: Date Want d: 'a.m. cz�L p.m. Requester: r9 Ph ne No: ICS #I �(PD Approved per applicable codes. Corrections required prior to approval. C PA NFAM Receipt No.: Date: I paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I� Z } Z �W UO CO 0 w= S2 LL W O. LLQ = W ZH ' ZO LLJ W U� O - OH W 2 u. O W Z U co O Z ?tom: => tY: n' r. 4•: a+ ZZ INSPECTION RECORD ✓l Retain a copy with permit S INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 20) 1 -3670 PrMc t: I Type of .I spection: Addr ss: J Sj) Date Called Spero Ins ructio Date Wanted :` p.m Requester: Phone No: ' n Lc. t� paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Ai Z 1 1-: i~ W UO W = �LL WO u - to = a �W Z = H WO W U� O- � H W W . H LL O .. Z w U= O Z F] Approved per applicable codes. corrections required prior to approval. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit *PtK INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -3670 Project: �! ype of Ins ion: E , Addres : V & alled: Special Instructions: Date Wanted: a.m. Requester: Phone No: E� — Corrections required prior to approval. / / /. �� EWA M M Ell PER 010 $58.00- tEINSPECTIOA FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z ;= Z �W QQ � 'UO U) 0 to LU W = N W WO LLa ND T I.—W Z F- F- O W 5 U� ON 0 F— WW U. Z UN O Z i .��'= ��`K� +e`wm at> _ .y._.'e ..t C1`�. .-. R.. �L•: Y ...3 :4 .. .... 5....�1 .- i.....a.. .aun. ea+�.rw.ne- .v.J..�. ,.a. .u«.rwwr.....a.a . v .... INSPECTION RECORD ' Retain a copy with permit INSPECTION No. PER i CITY OF TUKWILA BUILDING DIVISION j 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 I ; Project: ,,.� Type of Inspec 'on: Addre s: l b Called Date Called: - Special Instructions: Date Wanted: a, . Requester: Phone No: Receipt No.: Date: Z JU UO w W S2 LL WD J u_ Q N� = CY W Z = �- O W ~ W U� O� O I— W H� �O .Z W co O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. P. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .(206)43.1 -3670 f— Project: Project: Type Pasnecti o Address: i I Special'Instructi to C le : ns: Date Want e _ /-"'a Requester: Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. Receipt No.: Date: Inspector: (/ Date' _ $58.00 REINSPECTION FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. i Z '- W UO to a W= N LL W O 9-J LL Q N :3 = F. W Z = H F- O W ~ W U O - o F- W UJ U .Z W U= O Z el INSPECTION RECORD i Retain a copy with permit INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspectio�n: Address: Date Called ' S ecial Instructions: Date Wanted: a.m. -- -- p.rn Reques r. Phone No: z2 a f Approved per applicable codes. ❑ Corrections required prior to approval. Receipt No.: Date: Z i} Z W UO 0 w= S2 U. WO 9_J U. Q cl )� = a W Z 3: H O Z I— W W U� O - �H W H� �O Z U= O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit r INSPECTION NO. PE 1 O CITY OF TUKWILA BUILDING DIVISION .. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 =3670 Pr Type of I spee Add ess / � , � (� Date Called: D � Special Instructions: Date Wanted: _ _ � a,,,- I.M. Request r: Phone No: .� i Receipt No.: Date: Z �W Q� JU UO Wx W W O. LL c /�,, i V �W HO W �5 U� ON o ff W HF- O LLi Z' U= O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD `f Retain a copy with permit INSPECTION NO. P IT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 7 f r E Pro' Ty?e f Inspection ✓ /(/.� Ad ss: Date Call S ecial Instructions: - Date Wanted a, p.m. Reques tr: Phone No: Approved per applicable codes. } COMMENTS: �ceipt No.: Date: Corrections required prior to approval. r %J Inspector: I Z Date: / $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. J ` o� Z '~ W 0 CO W� DLL WO LLQ = �W H O W ~ W U� to .0 1— W H5 O t�1 z ,^ V/ O Z INSPECTION RECORD 55 Retain a copy with permit f c�,Q INSP CTION NO. PER CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 -3670 Project* � T pe of Inspection: Ad ress: 6-46 Date Called: Special Instructions: Date Wanted: a.m. . Requester: Pho a No: a6 --D 0 - a `�[ I Approved per applicable codes COMMENTS: 58.00 REINSPECTIO FEE RE( paid at 6300 Southcenter Blvd., ri Corrections required prior to approval. I iiat I. Prior to inspection, fee must be 100. Call to sechedule reinspection. Receipt No.: Date: I Z 3: Q �W W� JU UO Co 0 co Ill Co L W O U. co = �W Z F- I— O W UJ �p U ON 0 f- W U.P W Z LLl U= O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE N CITY OF TUKWILA BUILDING,.DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 r f ' ct: Type- • f- Inspection:: Tess //: __ � � j -0& �"" Date Called: � � /05 9 ecial Instructions: Date Wanted: a.m .- -• " • ". Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. i s i j Inspector: t , Date � ; b $5 0 REINSPECTI N FEE QUIRED. Pri r to inspection, fee must be p d t 6300 Southcenter Blvd. Suite 100. all to sechedule reinspection. Receip No.: I Date: Z �Z '~ W fY � J 0 Q)0 U) Ill J H N O' W 9 LL F- W Z H. F- O W ~ W U� O N. OH W F- LO .. Z w U =. O F ' Z i Inspector: t , Date � ; b $5 0 REINSPECTI N FEE QUIRED. Pri r to inspection, fee must be p d t 6300 Southcenter Blvd. Suite 100. all to sechedule reinspection. Receip No.: I Date: Z �Z '~ W fY � J 0 Q)0 U) Ill J H N O' W 9 LL F- W Z H. F- O W ~ W U� O N. OH W F- LO .. Z w U =. O F ' Z �---y INSPECTION RECORD no Retain a copy with permit .V INSPECTION NO. PER IT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr t: ( Type of Inspection: VL��6Q tJ Addr ss: So r I Spec(alInstruc tions: 4Date Date Called: 3 15_ Wanted: In a.m. uC Requester: d ` r Phone No: f Z- .2 5 _)_U0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: inspect o : uate: 0 REINSPECTION FEE REQU ED. P ' r to inspection, fee must be p 6300 Southcenter Blvd., Sui 197 Call to sechedule reinspection. ggbipt No.: I Date: z �Z ~ W UO C') M C0 W J = �U_ WO 9a N CY. = W z 3: F- O W ~ W U� 0 H WW u_ F �O ui z U= O z �s. INSPECTION RECORD r�✓ '�"'"✓ Retain a copy with permit INSPECTION NO. PERMF%NO.. CITY OF TUKWILA BUILDING DIVISION �W 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr ct Type f- nsp�tion�� Ad r ss: Date Called: Special Instructions. �Q ate Wanted: Requester: Phone No: 3 g Approved per applicable codes. FI Correct o� ns required prior to approval. I,rts ector: Date: �-- �58.00 REINSPECTI N FEE REQUIRE 4. Prior to inspection, fee must be u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: r' z �Z '~ W W� 00 0 C0 H N LL w 2 � La (0 = a �W Z� I— O W ~ W U� 0 I— =W u. O z UN 1= _ O H z INSPECTION RECORD TT�� Retain a copy with permit D 4" 302 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: (I 61A T Type of Inspection:^ Address: D Date Called: _ Inspector: Date: u U ;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 W H '~ JU UO UU co W _CY H' co u_. W O. 9Q co W �. Z H rr O W 5 U� O co, o ff WW 3:U u. O LLI Z U =. O Z a Approved per applicable codes. Corrections required prior to approval. Proje : C' Type of Inspection: e 19 Address: � ���1� Date Called: O Special Instructions: Date Wanted: a.m. Me p.m. Requester: Phone No: • r � � � � � � •� to 1 ( �► .♦ �� Z ;H Z �W �U UO UU CO w J I.- CO U. WO u. Q N� I— W Z I— W O LLJ U� CO) O H W H �O W Z UN 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 Pro? � T Ty pe of Inspection: Z-"+ A Address: Approved per applicable codes. Inspector: Date: " / ' Z o �' I $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: El Corrections required prior to approval. COMMENTS: A—k ,� e ,,4 dAJ AF� WA �1,lii . L)6L rd _ -42 / Z Z '~ W Q om? 'UO �o C0 W W = CO L WO LQ �.. W Z� �O Z F— W LU �O O CO) I3 l— W W H � tL O W Z U =, O H Z Z Z '~ W Q om? 'UO �o C0 W W = CO L WO LQ �.. W Z� �O Z F— W LU �O O CO) I3 l— W W H � tL O W Z U =, O H 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 Prod t: o of Inspection: Addre : � c r I D Date Called: Special I nstructions: D Date Wanted: a.m. F Approved per applicable codes. Corrections required prior to approval. 14 COMMENTS: Inspector: , / Date: � `/ G 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 '~ W UO NO to W J H 9 L W O U. (D Z = = W H f- HO Z LU W U� O - 0 F- W W: Ir- LL Z 111 co O Z MITCHELL ENGINEERING INC • 7 821 Redmond, - 168th Ave. WA 9805 (425)747 -1500 4 6 C ,-149 � -1 4:7 5AIAdr, 159r. ZA 1 5� 40 1 1 7-2��� =• 2 :. REVIEWED FOR CODE COMP JAN 2 7 2005 4f- tLdkwII 9 INCOMPLETE LTR #._� o Doq000v EXPIRES z ;} Z �w UO O J S2 L w U� S2 d =w Z� Zo W UJ o, U o� W LL o w z U= O z i PREPARED BY PROJECT �" � SHEET NO. OF / 7 DATE l a 4 SUBJECT ` JOB NO. d -mot Z F- '~ W IX 2, JU UO N CO w J H CO U- WO J U. Q C _. _ d W ZH F- O Z I- LLJ 2 5. U O N � I- WW u' O 111 Z CO) O Z e- ff4lol4 471 L 4A,1 rsWA4 d. -617 - fiq4AL -51G� �j,'�J `C .@ b -42 z -49 _ Z** . m = rn =i v. . 55 0 cc mm rn Q Z --+ , = z r rn --j cN r� 0 rn rnN vN 00, cT z z L lgl -pO fi r ° v � �s l ""'1�1 AGM �►►� � �N k n 51j"I �5/'I z' -rm 1 1 Z X U I v �L 1 i 0 i 0 -Q NOTICE: IF THE DOCUMENT IN THIS FRAME I THE DOCUMENT. N THIS NOTICE IT IS DUE TO THE QUALITY OF Eel � D MITCHELL ENGINEERING INC* 64� 42 (W.-.14.0i 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 Z. �Z W � UO CO 0 W= J f.. �LL WO J tL Q + �. W Z F- H- O Z F- LU5 U O � 0 I- WW 2 tL O •Z W U N F- _ O Z �r SHEET NO. OF i PREPARED BY PROJECT I DATE SUBJECT JOB NO. MITCHELL ENGINEERING INC • 7 Redmond, WA 98052 (425)747 -1500 PREPARED BY PROJECT Ad � SHEET NO. OF SUBJECT JOB NO + `� I Z �Z Lu 5 0 N uj to LL W O lL Q CO) = Cy W r ~ S Z� i- O Z f— W p O U : 0 co � F- W ~ 1= u. O L) CO O Z MITCHELL ENGINEERING INC • 7 Redmond, WA 98052 (425) 747 -1500 LA7� -Q f2 .......... ;'* F,� 2.5 z 1 z �- w 0 2 JU U0 0 W= C0 LL w 0 L? � =w z �. Zo 2 U o�_ w F- U LL z w U =: 0 z PREPARED BY PROJECT WAJJ2 1- 7 SHEET OF DATE SUBJECT JOB NO. 44t24 r`�/ SHEAR WALL SCHEDULE Shear Wall Designation Nail Size Nail Spacin �• •t• Hem -Fir #2 #/Ft Edges Studs TopBtm. Plate Blocking Re 'd. G24 6d 4 4" 4 No 250 PI-6 8d 6 12" 6 Yes 210 P1 8d 4 12" 4 " Yes 310 P1 -3 8d 3 12" 3 Yes 400 P2 -3 8d 3 12" 3 Yes 800 Shear Wall Notes: 1. G2 - Gypsum wallboard two sides. P1 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (0.S.B.) on one side of wall. P2 - 7/16 A.P.A. rated Plywood or Orientated Strand Board (O.S.B.) on each side of wall. 2. For P1 -3 & P2 -3 shear walls use 3x studs at adjoining panel edges. Refer to plan for 3x sill plate locations. 3. Nails shall be 8d common. 4. Where plywood is 2 sides of wall, joints shall fall on separate studs each side. 5. All panel edges backed with 2 -inch nominal or wider framing unless noted otherwise. Install panels either horizontally or vertically for plywood or A.P.A. rated sheathing, gypsum shear walls shall be installed with the sheets running horizontally. Space nails @ 12 inches on center @ intermediate supports. 6. All plate washers shall be hot dipped galvanaized. 7. Refer to foundation plan for anchor bolt size and spacing. Refer to foundation details for bottom plate /rim/mud -sill connections. NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS DOCUMENT THIS NOTICE IT IS DUE TO THE QUALITY OF �• •t• -� v�•y5 ti�'rJ'� �`•- F NOTICE: IF THE DOCUMENT IN THIS FRAME I LESS DOCUMENT THIS NOTICE IT IS DUE TO THE QUALITY OF STRUCTURAL NOTES CODE DESIGN IS IN ACCORDANCE WITH THE 2003 INTERNATIONAL BUILDING CODE AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS ROOF------------ - - - - -- 25 PSF FLOOR 40 PSF DECKS---------- - - - - -- 60 PSF LATERAL WIND------------ - - - - -- EXPOSURE B; 85 MPH .,SEISMIC -------- - - - - -- SITE CLASS `D' FOUNDATIONS - EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 2000 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A NUNDAUM OF 1' - 6 " BELOW ADJACENT EXTERIOR FINISHED GRADE. BEARING CAPACITY NOTED ABOVE SHOULD BE VERIFIED IN THE FIELD. CAST -IN -PLACE CONCRETE F'c = 2,500 PSI @ 28 DAYS. 5 -1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 -3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. SIZED AGGREGATE IS 1 -1/2 INCHES. SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL DOWELS, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE. FOUNDATION WALLS ENCLOSING A BASEMENT BELOW FINISHED GRADE SHALL BE WATERPROOFED PER ARCHITECTURAL PLANS. REINFORCING STEEL ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615, GRADE 60 FOR #6 AND LARGER BARS AND GRADE 40 FOR #5 AND SMALLER BARS.. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MUDAUM RADIUS OF 6 BAR DIAMETERS (1' -7" . CORNER BARS (2' -0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS W z '~ w JU 00 cl)0 J � � w J u? co a �w z �O w ~ W U� 0 — F- ww `—` O z w U= o z OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS 2 INCHES #5 BAR AND SMALLER 1 -1/2 INCHES CONCRETE NOT EXPOSED TO EARTH OR WEATHER: #14 AND #18 BARS 1 -1/2 INCHES #11 BAR AND SMALLER 3/4 INCH SLAB -ON -GRADE (FROM TOP SURFACE) 1 -1/2 INCHES STRUCTURAL TIlMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2X FLOOR & ROOF JOIST HEM -FIR #2 ------------ Fb = 850 PSI 4X BEAMS DOUG- FIR/LARCH 91 - - - -Fb = 950 PSI 6X BEAMS DOUG- FEVLARCH #1 ---- Fb =1300 PSI COLUMNS DOUG- FIR/LARCH # 1 - - - -Fb = 1000 PSI LUMBER NOT NOTED DOUG- FIR/LARCH 42 - - - -Fb = 850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH I.B.C. SCHEDULE. NAILS IN CONTACT WITH TREATED PLATES SHALL BE GALVANIZED. FLOOR SHEATHING SHEATHING SHALL BE 3/4 INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. AF z w w D JU UO U) o J = �w w O u- Q (o n 1 �w Z z� w �5 U� o cl) o F- wW LL 0 ui z to o h- z WALL SHEATHING SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLUED - LAMINATED TIMBER LAMINATED TIMBER SHALL BE DOUGLAS- FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F -V4 (Fb =2400 PSI, Fv=165 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS BEAMS. A.I.T.C. CERTIFICATE OF CONFORMANCE REQUIRED. GLU -LAMS SHALL CONFORM TO A.I.T.C. STANDARDS 117. FABRICATOR SHALL SUBMIT DETAILS AND SPECIFICATIONS TO THE ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. FLOOR FRAMING PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS AT 6 INCHES ON CENTER BEARING WALL FRAMING ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 DOUGLAS- FIR/LARCH #2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS. SPIKE LAMNATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON CENTER. PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACES BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d. NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2 -16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A OF 48 INCHES. FACE NAIL BOTTOM PLATE TO WITH 2 -16d NAILS. PRE - MANUFACTURED FLOOR JOIST JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. EACH JOIST SHALL BE IDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND EVALUATION REPORT NUMBER. 4,4 z s� '~ w w Q w WV 00 J = S2 w w L¢ =w z� �- o z i-- w w U� 0 - D E- wW -O w z U= o F z PRE - MANUFACTURED ROOF TRUSSES TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS- FM/LARCH OR HEM -FIR, TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER TO OUR OFFICE FOR APPROVAL. ALL TRUSS PLATES z AND CONNECTORS SHALL BE I.C.B.O. APPROVED VERIFY MECHANICAL UNIT LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL TRUSSES AS U REQUIRED. v UO SPECIAL CONDITIONS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE W FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR N o w ENGINEER THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AS 0 REQUIRED UNTIL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN J INSTALLED. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL u. N d OPENING IN THE FLOOR, ROOF AND WALLS WITH ALL THE APPROPRIATE =w DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BLDG. DEPT. REQUIRED INSPECTIONS. DO NOT SCALE Z ~ H O. THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR z uJ LUCE OR SIMILAR CONDITIONS NOT SHOWN. 2 :3, U �. )O N W H C.). � 11J Z co Z IiPW12 1 l , MITCHELL ENGINEERING INC. VVA } 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 I - � j �° ��A x-1 �A� W-1 I Ile SON.. A 4Q I La 00 401 � � � off 0 PREPARED BY ' PROJECT SHEET NO. OF DATE SUBJECT JOB NO. . Z � UO cl) CO) ui J 3: �u- w 0 2 L L cl) D = �w z w� w U� o� wW � wZ 8�- z i li MITCHELL ENGINEERING INC* 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747 -1500 e4i-Ar.- WALL iL L u .r J• ✓ r J . f, II J _ o I) rr i - r 4, 2 Z W. �D U O CO) J F S2 LL. w �Ei LL. Q ND = F_ w Z �. 1-0 O w U� 0 H w iii co i U= o� Z fvl NO. �¢ OF PREPARED BY PROJECT SHEET DATE �� SUBJECT JOB NO. ��' 7 MITCHELL ENGINEERING INC* 4 5'c:;?61 , (-2 PREPARED BY PROJECT SHEET NO. OF DATE 91 15 .4 —SUBJECT JOB NO. a k 7821 - 168th Ave, N.E. Redmond, WA 98052 (425) 747 -1500 I` 14 f F v r=1,.� AA- z �W U o CO 0 J = W LL W O L L =d �W Z = �o z �- �o U ca O H W W , LL ..z W Z MITCHELL ENGINEERING INC. �I .. I I �� [ �'�) ICS T�•��i�s PREPARED BY PROJECT IPAJ SHEET NO. OF DATE— - SUBJECT JOB NO. 7821 - 168th Ave. N.E. Redmond, WA 98052 (425) 747-1500 z LLI � 00 ND Cl) Lu LLI:r _j T LL Lij 0 LL D W z F_ 0 z I— uj W � 2 5 D a' C.) CO) 0- D � LLI w L) LL 0, .. Z. LLI CO) 0 F7 z i MITCHELL ENGINEERING INC . C Up G o oP T rt T a _q - ,. I& ' d . O *I X41 L�w • • 7821 - 168th Ave. NJ Redmond, WA 930' (425) 747 -13( /- r5� - 4 To —,44f: WALL r'TL TA w1CI) C -tAWW1 �' WA � P REPARED BY PROJECT SHEET NO. DATE I J SUBJECT JOB NO. 0 �a.t�` ..s ,�..,.n . ,,.,; t%;; �,: �.+ lY% �• u,..:>. a +i�'n'.:.GtG,.:r.+s:���.s:%'is4 nf;r:.ir�eiF.�.ifi •wctr�dwL'Kv "k' • . ''tud'iit.' "t+�a"�. �;�:�;vkxit: z Z �W aa JU UO W w �LL W U ; = W ZO LLI W U� N 0 I-- W W � wZ co O z all -�- *I X41 L�w • • 7821 - 168th Ave. NJ Redmond, WA 930' (425) 747 -13( /- r5� - 4 To —,44f: WALL r'TL TA w1CI) C -tAWW1 �' WA � P REPARED BY PROJECT SHEET NO. DATE I J SUBJECT JOB NO. 0 �a.t�` ..s ,�..,.n . ,,.,; t%;; �,: �.+ lY% �• u,..:>. a +i�'n'.:.GtG,.:r.+s:���.s:%'is4 nf;r:.ir�eiF.�.ifi •wctr�dwL'Kv "k' • . ''tud'iit.' "t+�a"�. �;�:�;vkxit: z Z �W aa JU UO W w �LL W U ; = W ZO LLI W U� N 0 I-- W W � wZ co O z 4.4 .+ Site Plan , Q � .1 S',r►� n /s; REVIEWED FOR CODE COMPLIANCE JAN 2 7 ?005 N I� n p � o N e. � o� p,2 c,. z• 3.3 CIS 'OP -- C. Z-,5, 3 B DIVISION Nov 0 5 Z0�4 L* le PERMIT CENTF R Project: 6XI CbHS�ru.�,�+a► -� ���d� Z -�oF -L File #D04 -30 Z INCOM PL fr, r "- ?p - LT R# Contact: John Tamburelli #425 -228 -5959 r o u p bo4e36Z 0 u ,G A A e, ort V, rfcz Z z �w 00 = W N U w L L ND w �0 W� 0 C' o� w �0 z. U= o� z REVIE FOR ODE COMPLIANCE CE A J AN 27 2005 BUI LDING 0 0 kwila DI VISION 9/1/98 C -12 Small Site Drainage Requirements SECTION C.2 FLOW CONTROL BMPs C.2.3.3 DRYWELL REQUIREMENTS Figure C.2.G on page C -15 illustrates the requirements for drywell infiltration systems as outlined below: ? Drywell bottoms must be a minimum of 1 foot above seasonal high groundwater level or impermeable soil layers. Z ? If using drywells, each drywell may serve up to 1000 square feet of impervious surface for either Z medium sands or coarse sands W ? Typically drywells are 48 inches in diameter (minimum) and have a depth of 5 feet (4 feet of gravel U and 1 foot of suitable cover material). See the detail in Figure C.2.G (p. C -15). U O ? Filter fabric (geotextile) shall be placed on top of the drain rock and on trench or drywell sides prior -"� CO W t backfilling. �' ' W = ? Spacing between drywells shall be a minimum of 4 feet. CO t W O ? A minimum 5 -foot setback shall be maintained between any part of a drywell and any structure or property line. Drywells may not be placed in sensitive area buffers. A 50 -Foot setback is required between a drywell and an SAO steep slope or landslide hazard area (this may be reduced with a geotechnical engineering report and approval of DDES). v) d ? . Downspout infiltration trenches are not allowed on slopes greater than 25% (4:1). Drywells may not be F= W placed on or above a landslide hazard area or slopes greater than 15% without evaluation by a geotechnical engineer or qualified geologist and DDES approval. tt O Z ? For sites with septic systems, drywells must be located downgradient of the primary and reserve 0 W LLJ drainfield areas. This requirement can be waived by DDES permit review staff if site topography 5 clearly prohibits subsurface flows from intersecting the drainfield. See Reference B for a summary Co of SKCDPH onsite sewage system requirements. p WW H U' ~O u. .. Z W U= O H Z REVIE FOR ODE COMPLIANCE CE A J AN 27 2005 BUI LDING 0 0 kwila DI VISION 9/1/98 C -12 Small Site Drainage Requirements I f I i i i i i C.2.3— INFILTRATION TRENCHES AND DRYWELLS FIGURE C.2.G TYPICAL DRYWELL INFILTRATION SYSTEM —Roof Downspout House Catch Basin O rbrd Drain) R oaf flow Downspout DRY WELL PLANVIE iwTTS Q 481 nch Dia rater Hole Filled with 1 +12- :"''gashed Drain Rode R oof Downspout Mark Center of Hole Hausa Overflow with 1' Capped P' or Other means Splash Block I Topsoil Fl ush w ith Surface >N. r IO I 1 min. flow Fine Mesh Screen I yVC Pipe Catch Basin (lard Drain) 481 nch Dia meter 4? mn . Sides of Hole. Linedwith Hole Filledwit 1i12 -V Washed Filter Fabric Drain Rods 13 miss. CUM Min. V abaNa S som I DRY WELL H igh Grauvd Table SECTION REVIEWED FOR NTS CODE COMPLIANCE APPpn1� 141 C) Small Site Drainage Requirements C -15 L!%1L 1 9/1/98 j :.._ O Z '~ W UO U) o J = F— V) LL W O LLQ C0 = �. W z F— O z F— UJ U O N 0 F-- WW U ..z Z ` BULL'ET'IN A2 TYPE C PERMIT FEE ESTIMATE ' PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PWmay adjust estimated fees PROJECT NAME PERMIT # ! to If you do not provide contractor bids or an engineers estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. 2. 1 3 i APPLICATION BASE FEE Enter total construction cost for each improvement category: General Erosion prevention 2.4� Water — �y d Sewer 2, Sy n Storm water I rCV&P Road /Parking /Access Gino A. Total Improvements _� o 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. $ 250(l) C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $ ZZS (4) 5 GRADING Plan Review and Permit Fees $_ Enter total excavation volume ISO cubic yards Enter total fill volume ,50 cubic yards (5) PS Use the following table to estimate the grading application fee. Use the greater oO�T hit the excavation and fill volumes. Al l,-- . - QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free pE 51 -100 $23.50 95 101-1,000 $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 These plans have been reviewe Work-; T)e $269.75 for 1 100,000, byPh�Sl�t�b3125 for each additional 10,000 or fraction thereof. City st M91. tance is st b' t 02.25 for 1 200,000, �U�$7�2$�'dr @� additional 10,000 or fraction thereof. � -•��•vii • . iii Vii uu 11U1 auLnorize violations of TQoT e 0equacy , k' y'�PPRBVAESFEEb l 13 PERMIT APPLICATION the design rests totally with the 1 +4 +5 $ designer. Additions, deletions or revisions to these ( ) A S la. � Th 61A iid ApikdV91 M ididc&bT TW@titoyiBws: 1) the first review associated with the l n�fHP4cappilaatlonlpdanan )s@doaQ� associated with a correction letter. Each additi6libt "VieW,a1c1 , j4, attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Final acceptance is subject to field inspection by Apthpr&ra]NiS5.O orks utilities inspector. 1 R�J1W 03.18.03 Revised 05.13.03 B y' Revised 06.07.04 O 1 � 13 65 ��oS 2)0 i:.a. �i ::. _,s,:. ,,1 :'t.'n ,. {... y a.. ,:r„ ..;av;(if�..,uii ali, i,:, yt9: ei�. L: As., k;: auai�m-'. �.t:�.d.Ntal:WUri.:Ww.u..:�u+.• ...w,;.,:...wa '..+..ss ++.::�c..:,. v :.x,ru:as..�..:.. 37- 00 z � z �w 6 JU UO 0 = w Cl) LL w 9 -1 L? d = w Z �. i— O w ~ w U� o�- w O w z U CO) H O z BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVI IN4"MD APPROVAL FEES DUE WITH APPLICATION i ..in ..,qq.,, 2 PW may adjust estimated fees Re .rft uance /Inspection Fee (B +C +D) ` (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of 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 1 B 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. QUANTITY IN CUBIC YARDS 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 1S` 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1" 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1S 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof.. Approved 09.25.02 2 Revised 03.18.03 Revised 05.13.03 vi ed .07.04,E • z �Z iw QQ JU 00 C0 CO) LL w 9-1 LL �D = �. w z f� i— O z F- w U� O Cl) o F- w u—' O w U= O z v i N 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION P may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter - Deduct ($25) B. Flood Control Zone ($50) C. Water Meter - Permanent* D. Water Meter - Water only* E. Water Meter - Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC Title 14) E. Duwamish F. Storm Drainage Mitigation G. Other Fees W D l Z ol• 13, - - A $ Total A through G $ �� (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE 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. Approved 09.25.02 Revised 03.18.03 Revised 05. 13.03 Revised 06.07.04 3 z �Z �W QQ JU UO N 0. 0 U- U, 0 9:3 W? � =W Z �. �-- O z� w LU Do O N. o f- =U U- FO ui z CO O z •v t� ' Lai November 23, 2004 n City of Tu kwila Steven M, Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Phillip Kitzes PK Enterprises 23126 SE 285` Street Maple Valley, WA 98036 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -302 Gem Construction — Building 2 — Lot C — 4061 South 146` Street Dear Phillip: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works. At this time, the Building, Fire Department and Planning Departments have no comment. Public Works Department: Jill Mosqueda, at 206 431 -2449, if you have questions concerning the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be Meade in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D04 -302 Z g1 Z' w o: 2 D JU UO CO) C0 cn F- w w U.j � =w Z f- O Z F- w o w 0 F-- wW O. .Z w U =' ~O �'- Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 a Phone: 206 - 431 -3670 • Fax. 206 - 431 -3665 tf AM L Y ' l M CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Date: 11.15.04 Reviewer: L. Jill Mosqueda, P.E. www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Permit #: D04 -302 N Project Name: Gem Construction Bldg 1 Lot E 1 9 � 1 �� Review #: 1 4b 0 The City Of Tukwila Public Works Department (PW) has the following comments regarding your application for the above permit. Please contact me at 206.431.2449, if you have any questions. 1. PW issues a Type C permit as part of the building permit. For the Type C permit, PW collects a base application and plan review fee when the application is submitted. The fee pays for two reviews and two inspections. Public Works charges for additional reviews and inspections. Your next review will be charged a fee. 2. The plans must show all utilities and work in the right -of -way. Please refer to the Public Work's Development Guidelines and Design and Construction Standards, available free on the web or for $50 at the Public Works Counter. (requested 08.23.04 3. The "soils Classification" you provided is not adequate. Provide the results of the EPA falling head tests performed where each dry well will be installed. (per the King County Surface Water Design Manual). The procedure is attached. Provide the information indicated on the bottom of page 2 of Bulletin C4 on the site plan. Projects /D04 -301 Gem Lot E comm 1 1 z - Z. �w aa JU U O w= NU- w O U- co) = -w Z 1 O w ~ W �o U . O� ww �U U . ..z w U= o~ z ., Nt11LA; CITY OF TUKWILA Public Works Department 2 206 -433 -0179 DEVELOPMENT BULLETIN C4 1908 FALLING HEAD PERCOLATION TEST PROCEDURE Source: EPA, Onsite Wastewater Treatment and Disposal Systems, 1980. Number and Location of Tests A minimum of three tests shall be performed within the area proposed for an absorption system. They shall be spaced uniformly throughout the area. If soil conditions are highly variable, more tests may be required. Preparation of Test Hole The diameter of each test hole is 6 inches, dug or bored to the proposed depths of the absorption systems or to the most limiting soil horizon. To expose a natural soil surface, the sides of the hole are scratched with a sharp pointed instrument and the loose material is removed from the bottom of the test hole. Two inches of Y2 to 3 / - inch rock are placed in the hole to protect the bottom from scouring when the water is added. Soaking Period i The hole is carefully filled with at least 12 inches of clear water. The depth of water should be maintained for at least 4 hours and preferably overnight if clay soils are j present. A funnel with an attached hose or similar device may be used to prevent water from washing down the sides of the hole. Automatic siphons or float valves may be employed to automatically maintain the water level during the soaking period. It is extremely important that the soil be allowed to soak for a sufficiently long period of time to allow the soil to swell if accurate results are to be obtained. In sandy soils with little or no clay, soaking is not necessary. If, after filling the hole twice with 12 inches of water seeps completely away in less than ten minutes, the test can proceed immediately. Measurement of the Percolation Rate Except for sandy soils, percolation rate measurements are made 15 hours but no more than 30 hours after the soaking period began. Any soil that sloughed in to the hole during the soaking period is removed and the water level is adjusted to 6 inches above the gravel (or 8 inches above the bottom of the hole). At no time during the test is the water allowed to rise more than 6 inches above the gravel. Approved 10.05.04 ..c..:.:.�..a.n,. _r��{....�.� ....:4...u1, iis�;:;.:.:sirla`iS1.e..eG.. im.:t"•=nt:+tw'1±,:,x»'G�ttiiw - .. Z Z ~ w � �U L) O N co W J H S2 LL wo J LL= � =w z� �o Z a- 25 U� o o� ww F-F- LL o .Z U= O Z DEVELOPMENT BULLETIN C4 FALLING HEAD PERCOLATION TEST PROCEDURE Immediately after adjustment, the water level is measured from a fixed reference point to the nearest 1/16` inch at 30- minute intervals. The test is continued until two successive water level drops do not vary by more than 1/16 inch within a 90- minute period. After each measurement, the water level is readjusted to the 6 -inch level. The last water level drop is used to calculate the percolation rate. In sandy soils or soils in which the first 6- inches of water added after the soaking period seeps away in less than 30 minutes, water level measurements are made at 10- minute intervals for a 1 -hour period. The last water level drop is used to calculate the percolation rate. Calculation of the Percolation Rate The percolation rate is calculated for each test hole by dividing the time interval used between measurements by the magnitude of the last water level drop. This calculation results in a percolation rate in terms of minutes /inch. To determine the percolation rate for the area, the rates obtained from each hole are averaged. (if tests in the area vary by more than 20 minutes /inch, variations in soil type are indicated. Under these circumstances, percolation rates should not be averaged.) Example: If the last measured drop in water level after 30 minutes is 5/8 -inch, then: Percolation rate = (30 minutes) /(5/8 inch) = 48 minutes /inch. For the permit application, provide 1) a map showing the test locations, 2) the water drop in inches, 3) the time interval and 4) the calculated rate. Approved 10.05.04 2 z �w aa J UO Co 0 CO W J = U. wo J �a co d =w z� �o I­ UJ w U o CO o �_ wW U. ..z W co O z ILA, w Cit o Tukwila y f Steven M. Mullet Mayor °•. Department of Community Development Steve Lancaster, Director 19 PLANNING DIVISION COMMENTS f I } f DATE: November 15, 2004 CONTACT: GEM Construction RE: D04 -302 ADDRESS: 4061 S. 144" Street The Planning Division of the Department of Community Development has reviewed the above permit and the permit is approved with the following conditions: 1. The lot is a corner lot thus the setback along 42 " Avenue South is a second front, not a side yard. The required setback for the house along 42 " Avenue South must be ten feet. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 * Fax. 206 - 431 -3665 z W U CO 0 LU �LL W O: LLQ to =W z z 0 W Uj �o U O— C1 �. WW F=•• U W ~O ill z U= O Z �11LA .'�s ... -4 Tukwila City of Steven M. Mullet, Mayor a :o �'. •' = Department of Community Development Steve Lancaster, Director 1906 z z w Ce 2 D October 4, 2005 00 N0. UJ J Matt Grimm N LL W O 114 Milwaukee Blvd S Pacific, WA 98407 Q RE: Landscaping Plan U. ND w D04 -302, D04 -303, and D04 -304 z = _P Dear Mr. Grimm: E_ O w w �o The Department of Community Development has reviewed the revised landscaping plan o co that was submitted with regards to the following permits, D04 -302, D04 -303, and D04 -304. �- The landscaping plan was required since work was done within the buffer area of a type III v wetland. u_ Enclosed you will find the approved plan with two minor redline corrections: .z _. 0 I-- 1. Removal of invasive species shall be done carefully by hand. z 2. Instead of using the planting mix, just use the overall soil amendment. Once the work has been completed please call at least three working days in advance to schedule a Planning/Wetland Enl� n6m" ent Inspection. If you have any quest' s, please call (206) 431 -3684 or send an email to bmilesna,ci.tukw' wa.us. Sincerel' Br don J. i es Assistant Planner CC. File (D04 -302, D04 -303, and D04 -304) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 �je 1908 �qs G) to .I 2 � City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director September 23, 2005 Matt Grimm 114 Milwaukee Blvd S Pacific, WA 98407 RE: Landscaping Plan D� 004 , D04 -303, and D04 -304 Dear Mr. Grimm: The Department of Community Development has reviewed the landscaping plan that was submitted with regards to the following permits, D04 -302, D04 -303, and D04 -304. The landscaping plan was required since work was done within the buffer area of a type III wetland. The Department has the following corrections that need to be made to the plan: 1. The plan shows the location of five trees. However, the planting schedule notes that there will be a total of 19 trees planted in the buffer area. The location of all replacement trees needs to be shown on the plan so that the City can evaluate the impact the trees will have in the buffer area. 2. On the plan it notes that there was no clearing on lot D. Yet a site visit by City staff on September 16, 2005 revealed that there had been clearing in the buffer area on lot D. Revise the plan to include replacement vegetation on lot D. 3. Staff also noticed that on the site there were 25 -foot markers which appeared to show the location of the 25 foot buffer. Yet, the grading fence that delineates the buffer area does not line up with the installed posts. Which one of the boundaries is correct? Does the vegetation plan reflect the 25 -foot posts? 4. The invasive plants (i.e. holly, blackberry, thistle, etc) need to be removed from the areas to be restored. As mitigation for the illegal clearing the invasive plants in the undisturbed areas of the buffer on lots B, C, and D need to be removed and re- vegetated with native vegetation. Revise the landscaping plan accordingly. 5. Disturbed soils should be amended with four to six inches of compost before planting. 6. Instead of planting Mahonia aquifolium "Compactum" a native species such as Mahonia nervosa needs to be used. In addition, the ground cover specie must be mixed in with the Mahonia to add some diversity and improve buffer function. z �W o! � �U U NO co W J TLL w U. N T O �-w z� �O z I-- w U� ON o �-- wW ~ h LL O w z U =. O z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 0 Fax: 206.431 -3665 ' 7. The plans need to also include some details regarding the quality of the plant materials and planting method. 8. The newly planted buffer area should be mulched after planting with coarse bark. Your next step is to address the City's above comments and incorporate them into the plan. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us Sincerely, Brandon J. iles Assistant Planner CC. File (D04 -302, D04 -303, and D04 -304) i i i z �z w UO U) o CO W J � CO LL w O U . Nd = w Z �. f- O z F- U0 O N, D �- WW Z tll Z'. U N. r H O Z :�• 1�� fig IN- August 25, 2004 C i� of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Phillip Kitzes PK Enterprises 23126 SE 285 Street Maple Valley, WA 98038 RE: Letter of Incomplete Application # 1 Development Permit Application D04 -302 Gem Construction - Bldg 2 - Lot C - South 144� Street Dear Phillip: This letter is to inform you that your application received at the City of Tukwila Permit Center on August 19, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Buildina Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: 1. Please show, on the plans, the method and location for the footing drain discharge system. 2. Provide the complete redesign of the house under the 2003 International Residential Code and the 2003 Washington State Energy Code. 3. Provide soil classification per the 2003 International Residential Code. Public Works Department: L. Jill Mosqueda, at 206 431 -2449, if you have questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania S encer Permit Technician Enclosures R- ffl�� File: Permit File No. D04 -302 Z �z '~ W Q a Q g . JU 0 CO to W J � CO U. W O LL Q U D 2 F- W ZF- F- O Z F- �5 U� O N W F' 1-- LL O . Z . W U= O Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 o� -J. City of Tukwila Steven M. Mullet, Mayor 1908 Department of Community Development PLANNING DIVISION COMMENTS DATE: CONTACT: RE: ADDRESS: April 8, 2005 John Tamburelli D04 -302 4061 S 144 ST Steve Lancaster Director The Planning Division of DCD has reviewed the above pen revisions that were submitted on March 29, 2005. The material submitted is an updated site map showing the location of a type III buffer on the above property. The revision is approved subject to the following condition(s): 1. Prior to the stop work order being removed, the applicant shall install a silt fencing marking the location of the 25 -foot wetland buffer on the subject property. No land altering activities or machinery is permitted in the 25 -foot buffer. Call Brandon Miles at (206) 431 -3684 one business day ahead to schedule an inspection. 2. It also appears that vegetation has been removed from the buffer area. Prior to final inspection on the above permit, the applicant shall submit landscaping plan, prepared by a qualified professional to replace the vegetation removed from the site. 3. Prior to final inspection of the above project, the applicant shall construct a three -foot tall wooden split rail fence along the edge of the 25 -foot buffer. The applicant shall also place signs on the fence noting the presence of the wetland buffer. z '~ w D LY UO. CO a W = H U . W O: LL a. (n W: z_-. I— O z !-: W 25 U� O N O F—: W W: �0 ti.i Z W to :O F" Z 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 ,w A LARRY E. STEWARD PE .. .... . . ....... . .................. .. . .... .... . . . . . . . . .. . . . . .. . . . . . . . . . ........ . .. . ...... . . . .... . . . . ... . . .. . ...... . .... . .. . . . .. . . . . . . . . . ..... . . . ............ . . . . .... . .. . .... . . . .... . . . . .... . . ... . .. . . . .. . . . . . . . . . ... . . . . . . . . . . . ... . . ... . . . 247'38 SE Mirrormont Drivc Issaquali. Wash inoton 9 Phone 425- 192 -61 11 Fax 425 - 3,92 -61 1 1 lestc« and a hoimail.cont January 7, 2005 GEM Construction C/O Matt Grimm 21501 Connells Prairie Road E. ASCUM Buckley, Washington 98321 CITY OFTUKWILA JAN 1 0 2005 RE: Falling Head Percolation Rates PERMIT CENTER Development Permit #: D04 -301, D04 -302, D04 -303 and D04 -304 Dear Matt: On December 21, 2004, I conducted a Falling Head percolation test on lots B, C, D and E per your request. There were 2 test holes dug about 20 feet apart on each lot. The holes were 2 feet deep. The average percolation rate in test hole 1 on each lot was a rate of 1 inch in 2 minutes. Test hole 2 on each lot drained rapidly until it reached about 1 inch above the top of the gravel in the bottom of the holes, and then would drain no further. The soil was loamy sand in all the test holes. The impervious roof area of each house is 1643 square feet. This is below thresholds in King County Surface Manual for flow control. Based upon the above information, lots B, C, D and E are not acceptable for an infiltration facility; therefore, Splash blocks would be adequate for use on each lot. These plans have been revicwed y the Public Wol o�i4�11T I`¢1f�th�b►h y Public Works Department about wiU adequate for use on each lot. omissi ns wh;c do not authorize violations of ado �osi�ddn fia�� std f a equacy o�the desi rests totally $ at (425) 392 -6111. or designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings :`•. r for subsequent approval. CORRE TION Fina acceptance is subject to field ins ectio f the Public Works utilities inspector. p �# Date: By: O i bo 4-ow 3OZ plitc -r (b'(aD rl� t .y z W � JU UO (J) C0 N LL WO LL Nd =W �_ Z� I— O z �— W Uj Do U ON ON WW LL z ui N U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -302 DATE: 03 -29 -05 PROJECT NAME: GEM CONSTRUCTION - BLDG 2 - LOT C SITE ADDRESS: 4061 SOUTH 144 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # bofefe permit is issued DEPARTMENTS Building Division ❑ Fire Prevention ❑ Planning DiVision M Public Works ❑ Structural ❑ Permit Coordinator je DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 03 -31 -05 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 RROTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04 -28 -05 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routlng sllp.doc 2 -28.02 z '~ w D U N CO W �_ S2 U. w 9_j L_ cl)d =w z F .. F_ O zF_ UJI5 U� O CO O F- wW F_F_ O W z CO O z PERMIT COORD COM " PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -302 DATE: 01 -10 -05 PROJECT NAME: GEM CONSTRUCTION - BLDG 2 - LOT C SITE ADDRESS: 4061 SOUTH 144 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision #_after /before permit is issued Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works G l -/ > -� Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -11 -05 Complete E Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: i TUES /THURS R TING: i Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved roved with Conditions Pp Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 02 -08-05 Not Approved (attach comments) ❑ DATE: Documents /routing sllp,doc P. E k Iva 1 c0 0 P y 2 -28.02 z I �w aa JU 00 N CO W J H �LL w UQ C� = a �w z F- I— O w �5 U� 0— co o1— wW LO W z U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -30JL DATE: 11 -05 -04 PROJECT NAME: GEM CONSTRUCTION - BLDG 2 - LOT C SITE ADDRESS: 4061 SOUTH 144 STREET Original Plan Submittal X Response to Incomplete Letter # I Response to Correction Letter # Revision #_afteribefore permit is issued DEPARTMENTS: � I1'I��`� roq dm4 I/ 1�4 Build n Division ® Fire Prevention ❑ Planning Division �] Public Works ,, Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -09 -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 RO TING: Please Route EM Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 12 -07 -04 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: A2 Departments issued corrections: Bldg ❑ Fire ❑ PIQQ PWX Staff Initials: Documents /routingsllp.doc PERMIT COORD COPY 2 -28.02 z z. '~ w UO Cl) C0 W J = H C0 L w O LLQ = �W z F- ZO W W U� O� 0 I-- wW �U LL ~ O .z w L) O z RERM11 COORD COQ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -302 DATE: 08 -19 -04 PROJECT NAME: GEM CONSTRUCTION - BLDG 2 - LOT C SITE ADDRESS: 40XX SOUTH 144 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # afteribefore permit is issued DEPARTMENTS: F41 -q Bu I ing Division Public Works r] Fire revention M Structural ❑ Plan i Division Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Th rs.) i Complete ❑ Incomplete Comments: DUE DATE: 08 -24 -04 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: F_AZ d LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg X Fire ❑ Ping ❑ PW)( Staff Initials: , L'S TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ 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 slip.doc 2.28 -02 DUE DATE: 09 -21 -04 Not Approved (attach comments) ❑ z '~ w UO ND J = F- LL w UQ CO a Z i .. w z F- 1— O LLI Z !— 25 U� ON :0 1__ wW �O tll Z UN t= _ O F- Z PROJECT NAME: � d — c�. PER►1VQ. NO:. Da y - 302 Site Address: Jf u4-e �C Origii,..i Issue Date: iD -os REVISION LOG Revision ' No. Date Staff Issued I Initials Date I Staff I Date f Staff Received I Initials Issued Initials Summary of Revision: 39-05 SeS I i Summary or Revision: Ht Received By: Received By: Received By: (please print) Revision Date i Staff No. ' Received i Initials Date Staff Issued I Initials I I I I Summary of Revision: Staff I Initials Received By: " (please print► Revision No. Date I Received Staff I Initials I Date f Issued Staff I Initials I I. Summary of Revision: Received By: Received By: tp►ease print) tpiease prnnu Revision No. Date I Received Staff I Initials Date Staff Issued I Initials Summary of Revision: Received By: % � r ....,, I +� 1 z �z Lg_ QQ JU UO CO a CO w W = C0 U_ w 9_j LL N d = W 1— O z F_ W W U� ON 0H WW H �Z ui U= z r 1668 City of Tukwila Department of Commttnity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: htW: / /www.ci.tykwil (z.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: � U S Plan Check/Permit Number: D04 -302 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Gem Construction — Bldg 2 — Lot C Project Address 4061 South 144 Street Contact Person: Phone Number -060 ?Zel - 2 -2 - zo_ Sunxt of Revision: 11 / -} _ 1 n e /n .-td � 4. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Z�/ZY Entered in Permits Plus on - 9 dY pplicanons forms - applications on lin6revision submittal Created: 8-13-2004 Revised: z D UO J = 1— (n u„ WD �Ei LL Q C� = �w Z H f- O w ~ w UC O N o� w W Z 111 U= O z REVISION SUBMITTAL City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster Directo- 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http : / /www.c0ulnvila.wa.its Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: D C� S� Plan Check/Permit Number: D04 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name Gem Construction - Bldg 2 - Lot C Project Address 4061 South 144 Street y 10>%^ II c4. -c-k 1: Contact Person: RizitE= Yzi 1 z Cb Phone Number �Zd "Z220 Su AAa, ary of Revision: D 'ta S.' fie. 1 9 11a h RECErm CITY OF TU KWILA JAN 1 0 ?005 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: S Entered in Permits Plus on z �Z �W 2 D 0 N W = F-- N LL WO LL U) D =d F- W H- HO z F_ LLJ W U� O- o E- WW LL z tai Cl) O z pplications forms- applications on me evasion submittal Created: 8 -13 -2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http :1Avww.ci.tuk Steven M. ,lvfullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: a� - 0 Plan Check/Permit Number: D04-3 / ►1 ■ ■ ■ Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name Gem Construction — Bldg — Lot G Project Address: JOV Contact Person: 4�V C, W1bu.ee. Phone Number Summary of Revision: 1 4�' 1 S -i' A- 4 � _� t? �.tl r rs�t 4 > C'ODr e S O -�p r'.+9 �2a�'w r9 5 ► G to ffs+ � 1 rnTY y Se� op t cd�,A Q/2a S NOV 0 � 2004 �q LOOIr5 D T' Alk �Qewse6 ��`L':' fa`�,�'f`l�"'r�� PERMITCENTFR � !_/ �__ `-' a/i ��s V "1 7 i Tf i i�tr Sf S �-1 � 51 � �� `Y ��� �G � ! d �1 0� /ItN �.t.. �/�� � C..0 �!`�:i (�� TP,.2- ,` /C t ✓IS£'d ' �/�1 r+Mshtil K,��:f.�hlr, �Or. `.i)a �j' G1�t�- N/G ��. 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 z i= Z �W QQ � JU UO M J = F- to LL w �a-J !L Q N d = W z� I— O z F-- w Uj D0 U . 0— . o�- w U U. w z U =. O z pplicationsUrms- applications on line'\revision submittal Created: 8 -13 -2004 Revised: Re'iential Sewer`Use Certifi(' Jon (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 Gn t:M fit.• Sr(L�1 c.t t, �G (�-t �"n h. n�Tt (Last, First, Middle Initial) Property Tax I.D. Number 004 ©C - C) - 00 Z..2(3 Subdivision Name ADAt'xS N uM C S Subdiv. # Lot rD Block # �2, Building Name (if applicable) Property Street Address 4o x k (44 n-t City, State, Zip Owner's Mailing Address 114 h ► f_`y AJI kV E (If different from above) 1"A-CA lG (L , %VV cn f-JG 4 Owner's Phone Number ( C. ) c�s 31 .12 - 1 4 Property Contact Phone Number ( L, ) '53 t . "7 Z' `q Party to be Billed s G As &,is E) (it different from owner) Party's Mailing Address 6S AIn g: Ae, A1 s City or Sewer District \/Al- VU 0 Date of Connection . P-5 Side Sewer Permit # T13 0 Demolition of pre- existing building? ❑ Yes EVo Type of building demolished? Sewer disconnect date? Please check appropriate box: Q�Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) Residential Customer Equivalent (RCE) 1.0 1.6 2.4 3.2 AUK 1 9 ki;V1 20 4 ❑ 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 = Do (ii wo z3o For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Date p , 1'7- c94- Print Name of Owner /Representative K t Ti 6s Z e (; - ' 1 - 7, 741 `t 5 1057 (Rev. 8/0 White - King County Yellow - Local Sewer Agency Pink - Sewer Customer I � 1'r z ~w tY � JU UO CO Ito UJI J = CO tL w 9-J U- � =w F- _ Z I.... I— O w ~ w U� O- 0 E- ww H tL O z w U= O z tvl CITY OF TVKWIIA Permit Center /9ulidin6 Division: E! Cornmunfty Development Department 206 -431 -3670 Permit Center Public Works Department: 6300 Soutlicenter Blvd., Suite 100 206.433 -0179 * i06o r Tukwila, WA 96 188 Planning Division- 206431-3670 CERTIFICATE OF WATER AVAILA131LITY Required only if outside City of Tukwlis water district PERMIT NO.: an d a! g a, n _ 15 *� -l ,- :d �` . 1, ✓r�Y..a� u+x t FG 4SN11 1- _ 1" ( 1 0 141���7!•�1T•- 1���R,',f r • . ,. TS !!( a 't d u Is.db h,t log _.. F}GrM1, ,G Estimated number of servica connections and water meter size Vehicular distance from nearest hydrant to the closes; point of structure Is ._ •,_, r. Area Is served by (Water Utility Di rict): r ent Ignature Date 1. The proposed project 19 within tq t I ► t'�Q� ( ournypt`�/L� 4 2. [IJ.F•ttfunprovements required, i 3. Tne Improvements required to upgrade the water system to bring it Into compliance with the utilities' comprohomm inn o��j� meet the minimum flow rOCILOomnnts of tha project before connecilon and to meet the State cross connection can requirements: (use saparato sues(If more room 4. Based upon the improvements listed above, water can be f— ^-y will be available at the alto with a flow of 17GO apm at 20 pal residual for a duration of 2 hours at a velocity of _ - _ fps as documented by the attached eslculatione. 5. Water availability: [4—Acceptable service can be provided to this project [� Arceptabie sorvine cannot ha provicteo to this projf ci unless ft- improvements in hem B -2 tire met. Q System is not capable of providing service to this project I hereby certify that the above information is true and correct. AgenavIRIPne By Date et"- -• zvz. — 9 -4 tapplicatlonstwater avOlablllty (7.2003) Printed: 9.16.03 I)D(IL sa2 Z a� ~W UO O W� N IL WO J LL C Z W O �5 U� O N �H WW H~ 11-0 W - Z Us O Z This certificate is for the purposes of e Residantial Pudding Pormu ❑ Preliminary Plat ❑ short subdivision ❑ CommeroiaVIndustrial Building Permit ❑ Rezone ❑ Ochre ATTACHMENT TO CERTIFICATE OF WATER AVAILABILITY KING COUNTY WATER DISTRICT NO. 125 ' ~ aa w WD The following terms and conditions apply to the attached Certificate of Availability i; o Mertificate'l. N o w= I. This Certificate of Water Availability is valid only for the real property referenced N � herein for the sole purpose of submission to the City oPt" le "City'. This Certificate is W o issued at the request of the City,-and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party a beneficiary or otherwise. X d F W 2. The District makes no representations, express or implied, that the applicant will ? be able to obtain the necessary permits, approvals, and authorizations from the City or any other z o applicable land use jurisdiction or governmental agency necessary before applicant can utilize W j the utility service which is the subject of this Certificate. o o 3. As of the date of the issuance of this Certificate, the District has water available to ° provide utility service. to the -real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, u. o the issuance of this Certificate creates no contractual relationship between the District and the w z applicant or the City, and the issuance of this Certificate may not be relied upon and does not 2 constitute the District's guarantee that water utility service will be available to the real property p at the time the applicant may apply to the District for such service. Z 4. Application for and the possible provision. of District utility service to the real property which is the subject of this certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all federal, state, and District laws, ordinances, policies and regulations in effect at the time of such r application for utility service, including conservation, water restrictions, and other policies and regulations then in effect. Applic& District Date ! - /.5. - 40 `7 Date 6 t 1s IC) S :-( I. �• ..,• �.L'1�4�1hlcn;Ycl�; "'H•tT?.•Y Sltll. -Ili �>;. 5x14: li. lli :•+4tf.LL;;J:..�._�f,^•'�rh4�rt . _ ....... . . r�ATamr lfttl y KeP_v_ atfgl/� n ._._�, r«I,eah P■G. Sox 61660 T11AW111, IMA #*,. , Phone: (800) 244836 Fox: (=0o) 642-162? WI Certlilosts of Sewer Availability Oft 12 Certificate of Bawer Non- Avsllebillty Pub° of Cefl ate: M going Pam* Prollminery Plat or PUP other Q Short 8ubdMIlan Q Reigns Prapaaed use: . Residential alnele Femtly Q Reeld■ntol Mulffamily 0 Commercial D Other ApPticgnfe Names Phonas Ass — js3 Prop" Address or Ap t■oastlon: Tex Lot Number: gk7 C Cf 1,1081 Qeseripeon(Attach Mop and (moped Deecriptlon f<naceaeeryll; 1. 11a, avarlervico will pe pravlded by side sewer connectlon onk to an emdotlng dE olio ■ewer eL ■■ toot from the ails and the sewer wyetem his the oapnPily to earn the proposed ties. Gn b. ewwer eandoe will raqulre on Impro ve mentto the Sewer system of; Q (1) "•__,,,.. 1bot of sewer trunk or (sterol to reach the efts; and/or C+ 0 (3) the oonatructlon ate collection system an the ells; endlor q d M other Omwfbe �i9 x. not be completed if 1.b above Is cheoked) ga. The sewer System Improvement IS In conformance with a County approved sewer comprehensive, plan, OA Q b. The sewer system Improvement will require n sower aomprehensWo plan amendmsnt. s. W e, The proposed project le within the corporate limits of the 016194 or has been prsnted Doundery Review Eomd approval for extension of service outelde the 01014 OR Q b, Annsxatlan at SRS approval wilt be noaeeeary to pro oerylce. 4. 6eMcs Is subject to the following: PERMIT: 0 . a. RI1ltlW Conneollon Charues due prior to conner+don: QFC; a $�� BFCs WNM s ue• TQTAI.: S (sub ject to Change an January ist) lQrqQaunV MRTR0 Capeolly Charge; Currently, 21657.114treeldenflal equlvalartl w1N be Wiled directly by King County after connection to the sewer system. (Subject to chortle by Klnp Co/Metro Wlhout nadce,) b. l Q required Maybe Required Q, �ar �rwn _r - ■w• � .raw nw• • ■ 9 I hamby csrtlfy (hat the a0ve sewer agency Infonnallon Is true. This aarllflaation shall be valid for Otte year fro date of a gpqwro. t Nam eA 4 ue " ey T "�"�"'"' Date . 3d z z u� D UO CO 0 w= J Nw w LLQ to D T F- w z r— r— O z r— w U� in r— wW M U w z C0 o� z 06/16/2 07 :27 UAL VUE SEW DISTRICT 4 4 252269227 tn we- Ll - z ~ W �QQ � JU UO C/) p J = I- WO �Q Up = �.. W Z H F- O z F- W U J �p U O� p F- W H� LL O z W U= O~ z r -. ' MMMA N0.6 D03 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 _ Topic Index f Contact Info Home Safety Claims li Insurance Workplace Rights T Trades $ Licensing Find a Law or Rule; Get a Form or Publication Look Up a Contractor, Electrician or Plumber General /Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment !of account and carry general liability insurance. License Information License GEMCOI *005MC Licensee Name GEM CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602033731 Verif Contract.Qr Premium Status Ind. Ins. Account Id Business Type CORPORATION Address 1 21501 CONNELLS PRAIRIE RD E Address 2 City BUCKLEY County PIERCE State WA Zip 98321 Phone 2534474091 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/3/2000 Expiratio Date 5/10/2006 Suspend Date Separation Date Parent Company Previous License Next License Associated License i Business Owner Information Na me Role Effecti Date Z Z �W 2 D UO a w= J f... Co U- W UQ co �. = �W H ZO W W U ON 0 F_ W H � U- .. Z W U= O H Z 02/10/2005 https:H fortress .wa.gov /lni/bbip /detaii.aspx ?License= GEMCOI *005MC t PJ7AEL lAflAfA If Y LA A 054CA PAE PLA Af KING COUNTY, NE 1/4 of the NW 1/4 of Suction 22, 42ND AVE FOUND BRASS DISK SCHEDULE GtlY DMANWoALIOM44M HAKE SM WITH PUNCH MARK �4 'WETLAND IN CONCRETE IN .: 1191 SO. FT. CASTING O 122 AM 10 VJ� 0.03 ACRES BuFFER 4 ,�crr ! 81g -I�a�f 1r SETBA ` ALL SPLIT RAIL. FENCE ALONG 25! BUFFER LK WITH F` EQUALLY SPAN EVERY 1!5* MG PLANT WITH OREC�O! VVL4ND BEYOO THIS POINT • �T �6 ON GEIum SEE PLANT :N. LE jy._ Jortito /11Ci1r�1 16AU. M PLIANT 2W ON C.M _x X, x .t 1. COWAM 1 �- • �- =� ` �` ,� FLINT IMTH ORE . -f. 30 �, -, G� SEE � •�.: ti. v'• r•�, �t1 s � a 1z• CONCRETE PIPE EASTERLY WASHINGTON Township 23 North, Range 4 East, W.M. sot• a& 'W "3.Z2' (BLA) 683.26' (MEAS) ____r.� . REMOVE ALL INVASIVE PLANTS AND REVEGETAIE WIN NAIVE PLANTS AS 10CA7EfD PLANT VA7N OREGON GRAPE SEE PLANT 9C1!!.E SAVE AND PROTECT ALL VEGETAMON IN WEIAW ,- - -- 1- N C11'Q$'09' E s• e644rac rluLcW s• w4a►TEe eAsIN PLAN'fMCs MIX GROUNDCOVER AND n A SHRUB POINTING NOT i0 SCALE 11 11 11 /I NUTS: ALL WAC.-M BE EQ DISTANT I14.ESS O SE DISTAHM ON CENVER AS SPECAF START FPST IR= OF FI.ANT04G AT V2 TI4E $PAiGMCs IDETUMN RTE EDCfaE OF QLr4NTM3 AREA �TRIANOULAFt PLANT SPACING V / NOT TO SCALE T SADLER / i 12 FIE POLE P,I,W.x P4015ALL TRLINK FK-,AN I rm POLE WOTE= M.A&iiT TREES 1" W46 ER TWM DEP! W CWROW IN HU RSEW I FEE PIT WALL NOT BE LESS TWM (2) TMS FtO BALL PIAMMU R TREE STAKES ICZLAR TO VAM ING WM 2m 01a I 80 PM STAKES - TYP. 12 11 WIRE, TWST TO TC44T' 4 V20 DIA IBLACIC RUDDER WOSE ty 15UPLAP AND TWINE OFD TOP V3 OF 2' f"WLCU LAYER 3" WATETR 54 IN FINISH GRADE ti f • -W PLANTNG MIX AS 81°ECIFW RECD "TIN& SOIL GO'A�CT E D PIcAL TREE PLANTING NOT TO SCALE S�/rmrrd �br: MA TT GRIMM 114 AKwAuQ9F Arn s PAQM WA 9807 Sc�ar►� �' = 50' Arm: T.A.hC low abt� Q2/?8/1101R5 Rem X Sr1�E7P/�A1�11A1ir! � ASS lIIIG 12714 Weep Ama E.. Suite �' S�nr�ar, tai 91db351D AN �e�► (ru1 e�— eor.�s o�.� ft WON I fI ;� mommommmoff- FA .. pweIof ;Iff*,�* «7 " This reap correct/, y Fe CSOn is v SCOW by me _10A AL or um*r m .y c&Ctkn in c the alts of the Surm .y R ' 9 Art at the of Mott in February 200 . Grad ' ~ �. Not T� l 1 aw� n ,aa,,, SEP 3 0 INS �wp�a �1•� "�':`�"" -.c�.. •• `fie: - �ssR -<. ,�- ..ls- �rw'�''�`�"r"`�"taf� ""` - ..fa i.• 1* �. - <7/"��+ .,�' +"'!'!"' ��'L „�s�a.� -,Rr�. . c• w” slow " �+ �, �' 1�-. �s1w -- - :��l. - �r..� ►�rl!!:�"'�,+F • FOUND BRA ss oisrc vAni PUNCH MARK IN CONCRETE IN CASTING 02/22/05 I 0 50' 100 150 SCALE; 1 so " 50 LEGEND MONUNENT FOUND AS NO REBAR & CAP LS 19635 SET CA TCH BASIN NEXAND GS BASIS QE BEAM CITY OF TUK M LA BOUNDARY LINE ADJUSTMENT T NUMBER L 96 - 0056, RE UNDER KING COUNTY RECORDING NUMSM 961 1141476, Mff&= 1. ROAD RIGHT—OF— DEDICA77ON REC. NO. 9505030247 2e, ROAD RIGHT—OF—WAY DEDICA 77ON REC. NO. 950 DEDICA 71ON REC, NO. R, BY FIELD TRAVERSE AND ELECTRONIC DATA COLLECTION.. 2 USING TOPCON GTS 211D TOTAL STATION AND HP— X DATA COLLECTION, 3. CLOSURES EXCEEDED THE AIINIMUAI REQUIRE&OV TS AS ESTA BIJSHED BY WAC 332 --- 130 -090. 4, THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASMENTS OF RECORD OR 0 7HER WSE, 5, PROPERTY CORNERS SET EXCEPT AS NOTED, REPRESMT DEED LOCAHOW9 OWERSHIP LINES MANY BE a T. 08WOUS ENC ROACHAIEN /F ANY ARE SHOWN. HOWE W NO GUARAN OF OM�rrER�HIP IS EXPRESSED OR IMPLIED. PLANT 5 SCHEDULE GtlY DMANWoALIOM44M HAKE SM J I �4 'WETLAND .: 1191 SO. FT. .�. If.AD, 0RI�IC , 10 VJ� 0.03 ACRES BuFFER 4 ,�crr ! 81g -I�a�f 1r SETBA ` ALL SPLIT RAIL. FENCE ALONG 25! BUFFER LK WITH PLACE CARDS EQUALLY SPAN EVERY 1!5* MG -. ' %. '• ''.: , OU VVL4ND BEYOO THIS POINT • �T �6 ON GEIum UNE �, •j s• e644rac rluLcW s• w4a►TEe eAsIN PLAN'fMCs MIX GROUNDCOVER AND n A SHRUB POINTING NOT i0 SCALE 11 11 11 /I NUTS: ALL WAC.-M BE EQ DISTANT I14.ESS O SE DISTAHM ON CENVER AS SPECAF START FPST IR= OF FI.ANT04G AT V2 TI4E $PAiGMCs IDETUMN RTE EDCfaE OF QLr4NTM3 AREA �TRIANOULAFt PLANT SPACING V / NOT TO SCALE T SADLER / i 12 FIE POLE P,I,W.x P4015ALL TRLINK FK-,AN I rm POLE WOTE= M.A&iiT TREES 1" W46 ER TWM DEP! W CWROW IN HU RSEW I FEE PIT WALL NOT BE LESS TWM (2) TMS FtO BALL PIAMMU R TREE STAKES ICZLAR TO VAM ING WM 2m 01a I 80 PM STAKES - TYP. 12 11 WIRE, TWST TO TC44T' 4 V20 DIA IBLACIC RUDDER WOSE ty 15UPLAP AND TWINE OFD TOP V3 OF 2' f"WLCU LAYER 3" WATETR 54 IN FINISH GRADE ti f • -W PLANTNG MIX AS 81°ECIFW RECD "TIN& SOIL GO'A�CT E D PIcAL TREE PLANTING NOT TO SCALE S�/rmrrd �br: MA TT GRIMM 114 AKwAuQ9F Arn s PAQM WA 9807 Sc�ar►� �' = 50' Arm: T.A.hC low abt� Q2/?8/1101R5 Rem X Sr1�E7P/�A1�11A1ir! � ASS lIIIG 12714 Weep Ama E.. Suite �' S�nr�ar, tai 91db351D AN �e�► (ru1 e�— eor.�s o�.� ft WON I fI ;� mommommmoff- FA .. pweIof ;Iff*,�* «7 " This reap correct/, y Fe CSOn is v SCOW by me _10A AL or um*r m .y c&Ctkn in c the alts of the Surm .y R ' 9 Art at the of Mott in February 200 . Grad ' ~ �. Not T� l 1 aw� n ,aa,,, SEP 3 0 INS �wp�a �1•� "�':`�"" -.c�.. •• `fie: - �ssR -<. ,�- ..ls- �rw'�''�`�"r"`�"taf� ""` - ..fa i.• 1* �. - <7/"��+ .,�' +"'!'!"' ��'L „�s�a.� -,Rr�. . c• w” slow " �+ �, �' 1�-. �s1w -- - :��l. - �r..� ►�rl!!:�"'�,+F • FOUND BRA ss oisrc vAni PUNCH MARK IN CONCRETE IN CASTING 02/22/05 I 0 50' 100 150 SCALE; 1 so " 50 LEGEND MONUNENT FOUND AS NO REBAR & CAP LS 19635 SET CA TCH BASIN NEXAND GS BASIS QE BEAM CITY OF TUK M LA BOUNDARY LINE ADJUSTMENT T NUMBER L 96 - 0056, RE UNDER KING COUNTY RECORDING NUMSM 961 1141476, Mff&= 1. ROAD RIGHT—OF— DEDICA77ON REC. NO. 9505030247 2e, ROAD RIGHT—OF—WAY DEDICA 77ON REC. NO. 950 DEDICA 71ON REC, NO. R, BY FIELD TRAVERSE AND ELECTRONIC DATA COLLECTION.. 2 USING TOPCON GTS 211D TOTAL STATION AND HP— X DATA COLLECTION, 3. CLOSURES EXCEEDED THE AIINIMUAI REQUIRE&OV TS AS ESTA BIJSHED BY WAC 332 --- 130 -090. 4, THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASMENTS OF RECORD OR 0 7HER WSE, 5, PROPERTY CORNERS SET EXCEPT AS NOTED, REPRESMT DEED LOCAHOW9 OWERSHIP LINES MANY BE a T. 08WOUS ENC ROACHAIEN /F ANY ARE SHOWN. HOWE W NO GUARAN OF OM�rrER�HIP IS EXPRESSED OR IMPLIED. PLANT 5 SCHEDULE GtlY DMANWoALIOM44M HAKE SM ?1� Thr'o pmuft I Mrs�m rod "Clw b' SIT. M�1�i, .�. If.AD, 0RI�IC , �T 8 VJ� A T V s 5 l9S 4 ,�crr ! 81g -I�a�f 1r M GPI jmm MU 1'EAt7, MIL ORAWhM M L11 TR W 8'-10" lf. SY MMOAL, " TIV" MAX MID -. ' %. '• ''.: , 6�A n� -*= 160"m • �T �6 ON GEIum i, .l Y Y �, •j jy._ Jortito /11Ci1r�1 16AU. M PLIANT 2W ON C.M _x X, x .t 1. COWAM NOTES 1- CALL BEFORE YOU DIG 2 ALL INVASIVE PLANTS (L E, HOLLY, BLACKBERRY, THISTLE, ETC.) WI6.L BE REMOVED FROM THE AREAS TO BE RESTORED AND REIIEGETATED MATH NATIVE VEGETATION!. SEE PLANT 9C�tEUUt.F. 3. ALL DISTURBED SOTS UL.L BE AMENDED WTH a TO 6' OF COMPOST BEFORE PLANTING. 4. INSTAL.LA110N OF PLANT MATERIAL PER PLAN 5. MULCH ALL NMY PLANTED euF AREA r TO r DEEP WTH COARSE Bic. 6. MTALL SPUT RAIL FENCE ALONG 25' BUFFER LllrlE. Ql:)%Nm0v '5 03; 0 • w � t 3 40 @ ol% I .. I 150914 6 1 0 ycyopq,v ,�f Pl-In � °3°Sii ?�•b S°�S�o .4 ANk �.. irLu-w izTe mnir •" Boom '..-- �. .wr +..r.. .� .r��+A.a�..M- �■Arr+wr - - :.._..+......+.......... ...f.r.- .rrw++..-- ».��"'. -.7r.� •- +�--+�r• -••�►— ir'w'+ 0 0 toc 4 . , Pl -�v EN1ED FOR REyI oil � 3 LADE COMPLIANCE -- APPROVED ,' , JAN 212005 c4 Of Tukwu RECENEp CITY LOING DIVISI0N m of ruicwiu Nov 0 5 20Y9 PEaMIf CENTER T .. .. i ..,.. �.�.. « ..�..�}�.wnr••�11P': M•� { ^ _+�:'.�►iv 1iti�ItMrM•t'l!'� /s�''! -S•-,, ..;4 't. r• .. +� . _ �, .. ., �.�,. �..�.�. ,�.�. - ...� -� C ' � � . . " .. ... .. • .. _.�,�,....- .�.. .►- • - M .. - � , s w ''4'•. ''aF+�ay ,n �NMI„':l ,� A, w 1..... 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'�' -�' «. ..V'�""•' J•^' r •."rT p•ti. ►' ..- : r •--- •--�• "Y'il�i'f'!GK:�...�... .. �. • ..... -� • .. �•�..._.t' � •- - T. •y -• ..._ -. .. i I O R O I o 1lJ 1 ■ J 1 ;z "x5d��� —� J . ♦ 1 1 l 1 i d I y 1 r i V b a �S V 4 N 0 i° w �o► �'n� 3 /4 r - Alopu�� • Ih �el�ct� -g -ro g� 4xtoDt�1 -Oro j-'W f0495 • CD aaj Aw P OA �- a�►���r�J iVor�S : t • �r6+J� �oon �o VA)PI VVA30 OX C 59AL4-- ftrEFo4D IT' few) ADI*� � sNM�D B�e� -ia Zooa � • �'C= ?000'PSi �Z$ PMfS m���MVM Sfl r Caiea� k 6k"o fAS T: 060 of 4 0 % Oro A*y REVIEWED FOR CITY OF ru�icwnA �E COMPLIANCE NOV 0 5 100{ AP Rf) PERM;T CENTER JAN 2 72005 1 1 I _,n .`i ri• W Ly wi I "WIW a BUILDING DIMLON r I LN) Yt, f � , ►1 A BY 00AW N BY s; D SCALE . w ^ REVISED PATE V T L Ar ' r . ORAW1 V momp 0' LA 04 c194 w Y 1 ll7Y. w • Y - . r - ! ✓ �p,w, '�'wwar'►w" ref �F'O�IiU'♦ ��ra.�[!VY �* /Mhh'.fifli. . Ma:Ri 3'• • i • :... «w�R._ .�i•. •t . ` .. _ _ - — .. v �... �+�+ _ _ •�►�$� .�'A�r �► • •. 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""'.�•._" _ _ _� - �,,. n�.."M'.. -•+7s� "T�" �.. .r .c w... - w ^.••�• >"7��RSs.�:.'3'.� a•�..•.+•7It..4./f � ...a �!^:.r:AylrN y logo 1 k 1 Y • 1 4 1 . r r r.. 1 1, t Y EWED LvG tx,, YU � a R c7"�NSVVH'IG+V CODE ECOMPLI�ANCE # O ne- ►Alary Se+lEr�,e AaPB7YF �r t t� xh �c �sr4 JAN 2 7 2005 • �n -�Un�G r��a �' }It-�, �z C�vn�- e+�-S f y x 7' pl -4 `dd '1' y" - lf5 310 ciryTUkwila or 3 1 �" , 3 „ yE$ '�� BUILDING DMSION • Pic 2, X �mMiG hy�EZj 4 r�� �=t� oi *vocnKwiu K)*W T�4we� I 2 gicv5 of Wea.,Sc 531�w � oA &—tW.AjT 3us, D 3 jpYs VX {Z � ST�IV�7�'Z� #'�1�1�L'� � t'g�l.T� T R W43�4 511M -1 ~ FiE �LV�trllTre� F�F;SpT QFNTER > A 1, bo7o� -0 Ar •.'7� - � - tst •" R .r - �rwe ..�wrrfnaa�r r cis. -..: i. n .. �.r a• _ . �r..w.� +r. _ x _ - �. :w�.7 , . , 1 .. ,,, ,.. . r. * .. ,.. ..•.+• . � . �r.M�IR•'M�' Yw.q► R % .. � �. w u ` qM}•►s �l� r • 1 •N1hY► ..4#. �wwr�s •r •� aMrr rr. t ' , 'ARCEI. B: 7'1 IE NOR 11­175 F FEA' O1' TI 11: S,01 1T! I ! IALF OF LOT( S) 18, BLOCK 2, ADA \1S HOME TRACTS• RF('ORDI:D IN VOLUM1 11 ot• PLA•I S, PAGEi,S) 3I, RFCORDS OI: KING COUN3N', WASI IINGTON. 1'XCFPT T1 11-1 EAST 5 I-I:1: "f '1'l IFRFOI: CONVENT,) TO KING ('01'N fY FOR ROAD Pl ►RPOk;FS l_1NDI:R R ECORDIN G NO. 472352; T1 If- V4 36.00 FEE, I 01: TI 11. NOR'111 15.00 FFFT OF LO1'(S) 18, AND 11 I1; LASTFRI A' 29.00 1'1•:1:'1' O1 "1'11; : NORTi1 155.00 I l :E: "I OF LOT(S) 17, BLOCK 2, ADA.%1S I IOMF. TRACTS, ACCORDING TO T!!I , PLA"I 1'111 REOF RECORDED IN VOL('ME' 1 1 OF PLATS, P.AGEtS) 31, RI CORD OF KING ('OUNTY, NV ASI IING ON. PAR( FI, C: TI IF SOU TI 80.25 !WET OF T111 -, S01141 I IIAIT 01: LOT(S) 18 AND T1 IF" NOR "1 10 FEE T OF LOT(S) 19.131,0('K 2, ADAMS 110ME •TRACA'S, ACCORDING TO T! 11: PI,A1 '1'111�RI:O1' RI:COR[)! D IN VOLUME 1 I OF I)LATS. PAGL(S) 31, RF('ORI)S 01: KING (_'Oi.JNTN', V.'ASHINGTON; I•,XCFI T11I: E;ASI' 10 FE EIT TI IIER';UF ('ONVI;YlA) TO KIN( COUNTY FOR ROAD UNDER RECORDING NOS. 472352 AND 5994800, AND L'XCE1' "1''IIJA7 PORTION DESCRIBED IINDFR 97056 s 0641. PARC'1;1, D: 1,01'(5) 17, BLOCK 2, ADAMS IIOME TRACTS, AC( 'ORDING TO T1 If-" PLAT TI IF;REOF RECORDED IN VOLUME 11 OF PLATS, PAGE(,') 31, RECORDS 01: KINO (201INTY, WASIIINGTON; EXCFP"i Ti1E EAST 29 FEET OF TI IF NORTH 155 I• i .l l' "1'11F.REOF. V 1.: 1*111: V" ST 36.00 FIA" I' OF 11II: NORTI1 15.00 F1 E OF LOTS) 18, AND "1'III FASTFRLY 29.00 I1' NORTI 1 155.00 FIA-17 OF 1_01'(S) 17, BLOCK 2, ADAMS I IOM1= TRAUTS, AC'C'ORDING TO T1IF PI.AT TI IEREOF REC'ORDE'D IN Vol.( IMR 1 1 OF I'I,ATS, PAGI;(S) 31, RECORDIa OF KING COUNTY, WASI IINGT0N. VICINITY MAP (NIS): Ln S 144TH STREET `` 8 C U 7- j o► SITES Q z S 146TH STREET `� SCALE 1 " =30' r _ { There were 2 test holes dug about 20 feet apart on each lot. The holes were 2 feet deep. � The average percolation rate in test hole l on each lot was a rate of about I inch in 2 minutes. Test hole 2 on each lot drained rapidly until it reached about 1 inch above the w to of the ravel in the bottom of the holes, . P 8 and then would drain no further. The soil was - a loamy sand in all the test holes. The impervious roof area of each house is 1643 square q . feet. This is below thresholds in King County Surface Manual for flow control. Based - • :_ upon the above information, lots B,C, D and E are not acceptable for an infiltration facility, therefore, Splash blocks would be adequate for use on each lot. 1 V 19 0 19 , Building Setback Lin 155.75 O .12 sf ADAMS HOME TRACTS - -- - - - V. ]8 Po r .. . LOT B i 20. � Cone 3 �? 10' t 1 Drive Mr y , P le 105' 95.75' House Footprint Areq Single Fam ''1 LOT E 1 1643 sf Re ` 11,271 sf S T3 1 U A plash Blocks ® Down ! 40 5p d r - -- ---- - - - - -, ____I ____ B uilding Setback Line I test holi 1 Li t CO'NC -39 70.01 004000 -0225 �n 1 004000 -0210 ,Spouts i n DW 20.5' i 18 i roof 1 LOT D I cO 18 "roof�� 31' 1 I Single Fam I overhang I ` _ I overhang - - - - -- --' tes hole iz- 20 I i 1 022 i u. a Res 40' I 1 1 1 I - - - -- v� 5 1 .75 - _ r U� i 13.5' �---�- 10' 5 1 w o i � 1 1 --15' S B 310 s "? n 1 31' ==== j i I �? i rA 0 I LOT C House �ootprint Area ►----- - = 1643 sf- - � - 20' O• ,�c,,� 10, Splash Blocks 0 Down ao +Splash Blocks ®bownspouts! o bd� I ., o - -- t _N_...1 Hou Area Footprint l � o I I ____ __ -- i Sp ` = 1643 sf i � rhang 0 W ,• 20 i o test hole 1 -- - -J ; o 1 0 1 18 roof i cv I i ® ICO 0 Drivew --� a o o ao g , in le F o 3 1 `° `` `' - ---' 1 ' 004000 -0220 ove rhang g test hole 2 / rn `"o r" 0 n (n o '� 00 � � Res �t a %A °° , I ti° o 0 1 40 hole 1 dwvlk 06 °. o° ( n C a I 1 i J Building Setback_ Oft% .r iv I 31 1 tes hole 1 2 1A `Lime 7; 00 ''' I - - J I 1 20' i u VAS op ' / .01 20.75' 004000 --0230 1 , �n 55.75 `, 4.� to ign - _._. -ice , . ' 1 Fire Hy r nt oo wi a si ewa ire Hydrant raffic i nal 12" Storm Drain C tre SD SD ----SD SD —ST—SD SD SD - ----SD SD SD SD SD SD _ SD SD _ . _ SD SD SD SD SD -- ----SD SD SD SD SD SD S S - -- ---- ---- -5 S S S S S S S — - W _.� �,,,1 .�.�. �? j .____S �r►f�J ..,,v�..�.. v+1 v.1 �t W U v�I vJ S S v L S S S S S S r S -� —S S S S 4 2 rl d Aven S 42nd Avenue South a PP�eK 1"� a� ^ ' �''' �� ` 4 Avenue South i ROW UTILITY WORK AND HOOK UP WILL HE UNDER SEPARATE PE RMITS BY THE UTILITY PROVIDERS. A By Chkd Revision S LES ORIGINAL DRAWING i Apprvd LES LARRY E . STEWARD PE - raven y ec e y PHONE 425- 392 -611 FAX 425- 392 -6111 EMAIL lesteward®hotmail.com cell phone 425 - 765 -9962 24738 SE MIRRORMONT DRIVE ISSAQUAH, WASH 98027 1 "030, DRAINAGE. UTILITIES, SEPTIC, WGHT STRUCTURAL, HOME INSPECTION Approved By Scale DRAINAGE DESIGN FOR LOTS B C,D &E ALONG 42ND AVE S AND ALONG S. 144 TH ST. LOTS 004000 -0214, 004000 -0220, 004000 -0225 AND 004000 -0230 I :SIQQ t oCaV�C ?r .sew(fL 3 'h 9 W Plaos have been revkwwed b the Public Worlm I)Vartzmmt for confwM@nce with City suuubrda. Acne tines is su curt+dit P � ' e4 errora and Onliuians which do not o tbotin viointw of for the sdoquacy of the design r s totally with the daisoa'. Additi=6 deletiow Of nviskm to these "d will after thu date Pill Void this acoe esm rc a rmb=W Of ='ftd dm'a'inp for sub"Wat aPp,,l. F'aW WoWuoa is sublec;t to Seld io,a the FW*C Works • • • by DOC Tesc , cr act Vg AC es 5 xoor C�o�vtt , CRY pF TUKM A JAN 1 PE fttT cENM W w _ CORREC�ION LTRI ._.� --- MATT GRIM�l G EM UC fi C�O�sTR �C�ial� 21501 CONNELLY PRAIRIE RD E. BUCKLEY, WASH 98321 PHONE 206-931-7274 . PACE 1 OF) ,.�. . .. .,...s ._.....,,�•,WK„t.,...... .+• w. i ..i�►.:i.t.,►..'r:.�. ?+•►,r... R. ,1 A'-� 74: ", °-e•i ... _ %4:%'...�.: ....,.,.x�' , ..iceM•'4r1 r `., . .�, w M';16,�+ • IIt14N "� .d, i �� z r RECORD OF SURVEY kING WASHINGTON NE 1/4 of the NW 1/4 of Section 22, Township 23 North, Range 4 East, W.M. _�� �ar�S�2JC 1'�O✓1 C� je V ou 30 3 b 0 FOUNu Rk ASS D I SK 2ND AVE S WI I PI)NC H MARK IN FOUND BRASS DISK CONCRL I C IN CASTING, 12" CONCRETE S WITH PUNCH MARK IN 02,'2t i PIPE EASTERLY O1 05 55 W � CONCRETE IN CASTING + N 01'05'55 E INLET 663.22' (BLA) 663.26' (MEAS) 42/22/05 UNKNOWN - 271.30• .. — -. _ • 0' 50' 100' 150' - 121.39 95. 81 - 5 81 SCALE. 1 " ..50' . , h 79.51' Ar �Iev ot , -Ix � :. it 20' ; F r i ^ LEGEND 1q( M of ', 145.87 • ~� N , SF MONUMENT FOUND A c N07170 . ' = °D �" a CA P LS 19173.`.► N 01"06"09 E REBAR do CA 1 S No Y16'09 'i .- CA TCH BASIN 10.00 t o , 00 �� 30. W - M g `�' � 95.89' S 01' � WETLAND FLAGS . oe 09 W mss" -ZS o ' N - �______ _ _ 105.02' qv o o Q N 01 06 09 E N 01'06'09 E � �, _.. 9 55.92 • I y y P� �-' 2c�.01 ,3v' --,� N 01'06'09" 'WETLAND Q, - ^ 1 191 SQ. FT. N .~ 10' BUFFER f a 0.03 ACRES 20' SETBACK ��./ LEGA DESCRIPTION 20' Cy BASIS OF BEARING f 25' BUFFER STATUTORY WARRANTY DEED I CITY OF TUKWILA BOUNDARY LINE AUJUSiME.•r NUMRF.K LINE REC. NO. 200407210=6 -k ': ��,i •,,;, ,, _.i96 -0056 RECORDED UNDER KING COUNTY RFC ORDING NUA410 �' • PARCEL F. 9611141476. t v THE E OUTH 105 FEET OF THE LOT 19, BLOCK 2, ADAMS HOME '.�• SURVEYORS DESCRIPTION TRACTS, ACCORDING TO THE PUT THEREOF RECORDED IN VOLUME PARCEL F 1 1 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, THE SOUTH 105 FEET OF THE LOT 19, BLOCK 2, ADAMS HOME TRACTS, REFERENCE AC CORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 I OF PLATS, 1. ROAD RIGHT -OF -WAY DEDICATION REC . NCB. 9505030 U) AC CORDING 31 RECORDS OF KING COUNTY, WASHINGTON EXCEPT THE EAST S FEET. � � NO 2. ROAD RIGHT -OF -WAY DEDICATION ftEC'.:NO. 9.505030368. EXCEPT THE EAST 10.00 FEET CONVEYED TO KING COUNTY FOR ROAD 3. ROAD RIGHT -OF -WAY DEDICATION REC. NO. 4505030248. PURPOSES BY DEED5 RECORDED UNDER RECORDING NUMBER 472352 AND PARCEL D 5994798, RECORDS OF KING COUNTY, WASHINGTON. THE NORTH 75 FEET OF THE SOUTH HALF OF LOT 18, BLOCK 2, +r ALSO EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY ROAD ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RIGHT -OF -WAY DEDICATION RECORDED UNDER RECORDING NUMBER RECORDED IN VOLUME 11 Of PUTS, PAGE 31, RECORDS OF KING 9.505030247 RECORDS OF KING COUNTY, WASHINGTON COUNTY, WASHINGTON, " EXCEPT THE EAST S FEET THEREOF CONVEYED TO KING COUNTY FOR PA REEL D PARCEI B OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NUMBER ROAD PURPOSES UNDER RECORDING NUMBER 472352. L96 - 0056, RECORDED UNDER KING COUNTY RECORDING NUMBER (ALSO KNOWN AS PARCEL 8 OF CITY OF TUKWILA BOUNDARY LINE 9611 141476, RECORDS OF KING COUNTY WASHINGTON. ADJUSTMENT NUMBER L96 -0056, RECORDED UNDER KING COUNTY RECORDING NUMBER 961 1 141476) PARCEL 8 . TI4E WEST 36.00 FEET OF THE NORTH 155.00 FEET OF LOT 18 AND THE PARCEL 8 EASTERLY 29.00 FEET OF THE NORTH 1 55.00 FEET OF LOT 17, BLOCK 2, THE WEST 36.00 FEET OF THE NORTH 155.00 FEET OF LOT 18 AND NW CORNER OF ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN THE EASTERLY 29.00 FEET OF THE NORTH 1 55.00 FEET OF LOT 17, SECTION 22 -23• -4 VOLUME 1 1 OF PLA 15, PAGE 31, RECORDS OF KING COUNTY BLOCK 2, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF WASHINGTON. EXCEPT THAT PORTION CONVFYFD TO THE CITY OF TUKWILA BY ROAD RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING RIGHT -OF -WAY DEDICATION RECORDED UNDER RECORDING NUMBER COUNTY, WASHINGTON. - 9505030368, RECORDS OF KING COUNTY, WASHINGTON. PARCEL C PARCEL C THE E ORTH HALF OF LOT' 18, BLOCK 2, ADAMS HOME TRACTS, THE NORTH HALF OF LOT 18, BLOCK 2, ADAMS HOME TRACTS, ACCORDING ,ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME I 1 OF TO THE PLAT THEREOF RECORDED IN VOLUME 1 I OF PLATS PAGE 31, PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, RECORDS OF KING COUNTY, WASHINGTON EXCEPT THE WEST 36.00 FEET OF THE NORTH 1 55.00 FEET THEREOF, EXCEPT THE WEST 36.00 FEET OF THE NORTH 155.00 FEET THEREOF, AND EXCEPT THE NORTH 100.00 FEET OF THE EAST 50 FEET THEREOF, AND EXCEPT THE EAST 10.00 FEET OF SAID LOT 18 CONVEYED TO KING AND EXCEPT THE EAST 10.00 FEET OF SAID LOT 18 CONVEYED TO COUNTY FOR ROAD BY DEEDS RECORDED UNDER RECORDING NUMBERS KING COUNTY FOR ROAD BY DEEDS RECORDED UNDER RECORDING 472352 AND 6007619, RECORDS OF KING COUNTY, WASHINGTON AND EXCEPT THAT PORTION CONVEYED TO THE CITY OF TUKWILA BY ROAD ♦NUMBERS 472352 AND 6007619. RIGHT -OF -WAY DEDICATION RECORDED UNDER RECORDING NUMBER 9305030368, RECORDS OF KING COUNTY, WASHINGTON. ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ISvrmwd for: RECD RDER's GER MCA .7AYLCIf 1 S B BARNARD & ASSOC. INC. LAND SURVEYING \ 1 PLANNING & PLA 771NC MA / / UMIMM RECORDING No. »4 MIL WAUKEE & W S PACIRC, WA 98407 F#ad for reeved this____ day of 20__._ Scale: 1 " 50' Drown: T.A.H. at____. M. In book of at page of the n�q+ve►at of Dote: 0212812005 Rewsed.• rw Y SADIER121ARNARD & ASSOC. INC. 12714 Valley Am E., Suite "B" Sumner, ~lh tole 9390 Prrmm (355) etas -&55 vn,0 Na OdWA r 'ui0�"O9°r Sup. of Records E 4: ••t' •. %1 . 19635 l •'��• s 11/23/2005 SURVEYOR'S NOTES: 1. SURVEY PERFORMED BY FIELD TRA VF -RSA" AND ELECTRONIC DATA COLLECT1014. 2. USING TOPCON GTS 2110 TOTAL_ STATION AND HP- 48GX DATA COLLEC 710N. , J. CLOSURES EXCEEDED THE MINIMUM RE:QUIREMF_NT'v AS ESTABLISHED BY WAC 332-130-090. 4. TH IS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD OR OTHEi'WSE:. 5• REPRESENN CORNERS CA ibkor. EXCEPT NOTED, LINES MA BE DIFFERENT. OBVIOUS M 3140ACHMEN TS IF ANY ARE SHOWN. HOWEVER h GUARANTET OF 0WNER §HIP IS EXPRESSED OR IAEIPUED. • Page 1 of 1 SUR ICYOR :S f:E ARCA TF This mop calrrectly represents o surety maoW by me or under my d1rectlon in confornmw ce with the requirements of the Survey Recardkv Act of the request of Mott Gri6r m in Febrr.rory , . 00.5. Slgned and S4aled Lk. Na 19635 1 ~ t 1 do nud to the sc epe A 1 3, 410 approAd aW 6 ., D11610 6 v.43 regWm a new plsn sLorrAw WW r4l. -Y kKAWO ad&AWW plan mview tees• i FILE ) VIN Be It Now Plan mvle N app♦+ W IsubJea and OfY1 . llpprowal of cuto ucuol doaxnerlts does not audd o in the VkftfiOr1 of any adopted or of'Ch1af10a. d approved Field Copy a11d no id0a a is admit 4 edQed: 0 4' -•22 -�-� at/ Of tub& 8 M DnVG DPMON �''�' FOR CO aE COM U ANCE apR 122005 c ty ION orr 1) Cr T L*kA MAR ?g Zo RE 1 0 4 • 1� !y y ,��� - r • _.. ,r ... _- ,_ ...•... .,, ...... -.: ..... -...• .n.: ..._ ..-.: � . ,. '..X_'+ �-• w -�• ...ii -M' �^��+ - -� .� � �r'hi1ArJ1 � .. ... 4 �. .. !� ... 1rW► +w... .fir. A. ., ... .. •. . , �... i » .. �w.� .r. ..M• •• ,,. • •�." F ........ ....�.....................�.r.. -.. w- ......-- ..�......- •,.......... ............ - rte. "� ► fr�..�.••.•.r. ...M wT. \�.• •f/fD�fM.r��•1 w•wY� N�-I�rNU • i 1 1 t 4 . 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